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Sierra Lakes Project Vol II
Am+ e SIERRA LAKES PROJECT Response to Questions Concerning the Integrated Flood Control, Water Conservation, and Storm Water Quality Management Concept ,. Volume II ter October 1993 RPM Wr NO be Prepared by: John M. Tettemer & Associates, Ltd. �r. la LIST OF DOCUMENTS FOR VOLUME II OM 1111 • HEC -1 Model Schematic • HEC -1 Output File with Input File Listing - Day 1 of 2 -Day Storm • HEC -1 Output File with Input File Listing - Day 2 of 2 -Day Storm •• • HEC -1 Output File with Input File Listing - Drain Time Analysis ern • HEC -1 Output File with Input File Listing - 110 Percent of 100 -Year Rainfall • HEC -1 Output File with Input File Listing - 120 Percent of is 100 -Year Rainfall • HEC -1 Output File with Input File Listing - 130 Percent of 100 -Year Rainfall • Watershed Subarea Map • Golf Course 100 -Scale Grading Plans r • Existing Condition Topographic Maps �.. • Profile Plot through Golf Course •• 11 s c HsC., MODEL sCHeM,4„C 1 c c c 1 • i 1 e c Jail M TETTEMER & ASSOCIATES LTD. n OFF—SITE i S UBAREA B SUBAREA D SUBAREA C sir SUBAREA A BASIN B `�� `�O BASIN D 1 \ SUBAREA E OF Ofd s \ / k BASIN C SUBAREA H BASIN E BASIN A / BASIN H / SUBAREA J ( SUBAREA F SUBAREA I BASIN I BASIN J BASIN F• B Too Date Subject 51 A 5 Sheet No. of Checked by Date 0 UTt t■I 4 /4 0 D 5C4 T /G Job No irs HEC -1 OUTPUT FILE WITH INPUT FILE LISTING DAY 1 OF 2 -DAY STORM c 1 1 1 c c c c c [: . . HEC -1 INPUT PAGE 1 Pm LINE ID 1 2 3 4 5 6 7 8 9 10 L im FREE * ** 1 ID JOHN M. TETTEMER & ASSOCIATES, LTD. 2 IQ SIERRA LAKES HYDROLOGY STUDY 3 ID DEVELOPED CONDITIONS, 100 -YEAR 24 -HOUR STORM 4 ID FIRST DAY OF 48 -HOUR STORM 5 ID ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW 6 ID fn= SLMD1.1 /0 21SEP93 TDG 8 ID 8 ID * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I 9 ID ITERATED TO FIND MINIMUM SAND AREAS REQUIRED 10 ID 11 IT 5 21SEP93 0000 300 12 IO 5 i ll *DIAGRAM 13 KK 8 P. 14 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS ill 15 KM FIRST 24 HOURS OF 48 -HOUR STORM 16 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 17 KM Point Rainfall 18 KM 5- Minute = 0.21 inches 19 KM 30- Minute = 0.41 inches 20 KM 1 -Hour = 0.55 inches 21 KM 3 -Hour = 1.04 inches 22 KM 6-Hour = 1.58 inches 23 KM 24 -Hour = 3.65 inches 24 KM Ybar = 0.656 Fm = 0.507 in /hr 25 KM TIME OF CONCENTRATION (MIN)= 23.90 , ASSUMED TIME TO PEAK (HRS)= 16.42 26 BA 0.069 27 QI 1 1 1 1 1 1 1 1 1 1 1; 28 QI 1 1 1 1 1 1 1 1 1 1 29 QI 1 1 1 1 1 1 1 1 1 1 30 0I 1 1 1 1 1 1 1 1 1 1 31 • 0I 1 1 1 1 1 1 1 1 1 1 P. 32 01 1 1 1 1 1 1 1 1 1 1 P. 33 Q1 1 1 1 1 1 1 1 1 1 1 34 Q1 1 1 2 2 2 2 2 2 2 2 35 QI 2 2 2 2 2 2 2 2 2 2 36 Q1 2 2 2 2 2 2 2 2 2 2 F" 37 QI 2 2 2 2 2 2 2 2 2 2 38 QI 2 2 2 2 2 2 2 2 2 2 39 QI 2 2 2 2 2 2 2 2 2 2 40 QI 2 2 2 2 2 2 2 2 2 2 11 " ' " 41 Q1 2 2 2 2 2 2 2 2 2 2 42 QI 2 2 2 2 2 2 2 2 2 2 43 QI 2 2 2 2 3 3 3 3 3 3 44 QI 3 3 3 3 3 3 3 3 3 3 45 QI 3 3 3 3 4 4 4 4 4 4 P^ 46 01 4 4 4 7 10 12 15 18 15 12 L 47 QI 9 6 4 4 3 3 3 3 3 3 48 QI 3 3 3 2 2 2 2 2 2 2 49 Q1 2 2 2 2 2 2 2 2 2 2 50 QI 2 2 2 2 2 2 2 2 2 2 r 51 01 2 2 2 2 2 2 2 2 2 2 i 52 QI 2 2 2 2 2 2 2 2 1 1 11 I; 1: i ill r iii 1: HEC -1 INPUT PAGE 2 I: LINE ID 1 2 3 4 5 6 7 8 9 10 53 OI 1 1 1 1 1 1 1 1 1 1 54 01 1 1 1 1 1 1 1 1 1 1 55 01 1 1 1 1 1 1 1 1 56 KK B 57 KM SAND AREA 0.10 ACRES 58 KO 1 59 RS 1 ELEV 1606 60 SV 0.00 0.01 0.98 2.39 4.17 6.52 10.28 61 SE 1606 1606.01 1608 1610 1612 1614 1616 62 SO 0 3.2 4.5 7.6 10.9 10.9 10.9 1; 63 KK OS 64 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 65 KM FIRST 24 HOURS OF 48-HOUR STORM 66 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 67 KM Point Rainfall 68 KM 5-Minute = 0.21 inches 69 KM 30- Minute = 0.41 inches 70 KM 1 -Hour = 0.55 inches 71 KM 3 -Hour = 1.04 inches 72 KM 6 -Hour = 1.58 inches 73 KM 24 -Hour = 3.65 inches 74 KM Ybar = 0.491 Fm = 0.370 in /hr 75 KM TIME OF CONCENTRATION (MIN)= 19.50 , ASSUMED TIME TO PEAK (HRS)= 16.33 76 BA 0.684 77 01 18 18 18 18 19 19 19 19 19 19 78 0I 19 19 19 19 19 19 19 19 19 19 79 0I 19 19 19 19 19 19 19 19 20 20 80 01 20 20 20 20 20 20 20 20 20 20 81 0I 20 20 20 20 20 20 20 21 21 21 82 01 21 21 21 21 21 21 21 21 21 21 83 01 21 21 21 21 22 22 22 22 22 22 84 01 22 22 22 22 22 22 22 22 23 23 i: 85 01 23 23 23 23 23 23 23 23 23 23 86 0I 23 23 24 24 24 24 24 24 24 24 87 01 24 25 25 25 25 25 25 25 25 25 88 01 26 26 26 26 26 26 26 26 27 27 89 01 27 27 27 27 27 28 28 28 28 28 1: 90 01 28 28 29 29 29 29 29 30 30 30 32 91 01 30 31 31 31 31 31 31 32 32 92 01 32 32 33 33 33 34 34 35 35 35 93 01 35 36 36 37 38 38 38 39 39 40 94 0I 40 41 42 42 43 44 44 45 47 48 95 oI 50 51 52 54 55 54 53 53 52 56 96 OI 60 64 69 121 173 226 278 221 163 106 97 OI 59 56 53 49 47 45 43 42 40 39 98 01 38 37 36 36 35 34 33 33 32 32 99 0I 31 31 31 30 30 29 29 29 28 28 25 100 OI 28 27 27 27 26 26 26 26 25 101 01 25 25 25 24 24 24 24 24 23 23 102 01 23 23 23 23 22 22 22 22 22 22 103 OI 22 21 21 21 21 21 21 21 21 21 104 105 OI 01 20 19 20 19 20 19 20 19 20 19 20 19 20 19 20 19 20 20 i: I: ii r i E NEC-1 INPUT PAGE 3 r * LINE ID 1 2 3 4 5 6 7 8 9 10 6 106 KK DIVOS 107 DT OS -D I: 108 DI 0 3 60 120 240 480 1200 3000 6000 109 D0 0 1 20 40 80 160 400 1000 2000 110 KK C i 111 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 112 KM FIRST 24 HOURS OF 48-HOUR STORM 113 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 114 KM Point Rainfall 115 KM 5-Minute = 0.21 inches r . 116 KM 30- Minute = 0.41 inches kr 117 KM 1 -Hour = 0.55 inches 118 KM 3 -Hour = 1.04 inches 119 KM 6 -Hour = 1.58 inches 120 KM 24 -Hour = 3.65 inches ii 121 KM Ybar = 0.728 Fm = 0.567 in /hr 122 KM TIME OF CONCENTRATION (MIN)= 22.30 , ASSUMED TIME TO PEAK (HRS)= 16.33 123 BA 0.060 124 01 1 1 1 1 1 1 1 1 1 1 • 125 QI 1 1 1 1 1 1 1 1 1 1 ill 126 01 1 1 1 1 1 1 1 1 1 1 127 01 1 1 1 1 1 1 1 1 1 1 128 OI 1 1 1 1 1 1 1 1 1 1 ar 129 611 1 1 1 1 1 1 1 1 1 1 130 0I 1 1 1 1 1 1 1 1 1 1 III 131 01 1 1 1 1 1; 1 1 1 1 1 132 QI / 1 1 1 1 1 1 1 1 1 1 133 OI 1 1 1 1 1 1 1 1 1 1 i; 134 01 1 1 1 1 1 1 1 1 1 1 135 QI 1 1 1 1 1 1 1 1 1 1 136 QI 1 1 1 1 1 1 1 1 1 1 137 Q1 1 1 1 1 1 1 1 1 1 1 138 OI 1 1 1 1 1 1 1 1 1 2 139 QI 2 2 2 2 2 2 2 2 2 2 ri 140 OI 2 2 2 2 2 2 2 2 2 2 141 OI 2 2 2 2 2 2 2 2 2 2 142 OI 2 2 2 2 2 2 2 3 3 3 mm 143 0I 3 3 3 6 9 12 15 12 10 7 144 01 5 3 3 2 2 2 2 2 2 2 6 145 0I 2 2 2 2 2 2 2 2 2 1 146 01 1 1 1 1 1 1 1 1 1 1 147 01 1 1 1 1 1 1 1 1 1 1 r. 148 0I 1 1 1 1 1 1 1 1 1 1 6 149 01 1 1 1 1 1 1 1 1 1 1 150 01 1 1 1 1 1 1 1 1 1 1 151 OI 1 1 1 1 1 1 1 1 1 1 r . 152 QI 1 1 1 1 1 1 1 1 ill PR u il PM ii ri II i: P iii HEC -1 INPUT PAGE 4 r ii LINE ID 1 2 3 4 5 6 7 8 9 10 153 KK COMB-C 154 HC 2 C 155 KK C 156 KM 18" INLET CONTROL TO BASIN A 157 KM 33" INLET CONTROL TO BASIN H I: 158 KO 1 159 RS 1 ELEV 1588 160 SV 0.00 1.03 3.53 7.72 13.99 22.32 33.70 161 SE 1588 1590 1592 1594 1596 1598 1600 162 SG 0.0 26 57 79 95 108 121 163 KK DIVC -A 164 KM DIVERT FLOW TO BASIN A 165 DT C -A 166 DI 0 26 57 79 95 108 121 I; 167 DO 0 9 15 19 23 26 29 168 KK H 169 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 170 KM FIRST 24 HOURS OF 48-HOUR STORM ii 171 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 172 KM Point Rainfall 173 KM 5- Minute = 0.21 inches 174 KM 30- Minute = 0.41 inches 175 KM 1 -Hour = 0.55 inches 176 KM 3 -Hour = 1.04 inches 177 KM 6 -Hour = 1.58 inches 178 KM 24 -Hour = 3.65 inches 179 KM Ybar = 0.868 Fm = 0.684 in /hr 180 KM TIME OF CONCENTRATION (MIN)= 15.80 , ASSUMED TIME TO PEAK (HRS)= 16.25 181 BA 0.024 182 01 0 0 0 0 0 0 0 0 0 183 QI 0 0 0 0 0 0 0 0 0 184 QI 0 0 0 0 0 0 0 0 0 0 185 oI 0 0 0 0 0 0 0 0 186 0I 0 0 0 0 0 0 0 0 0 187 QI 0 0 0 0 0 0 0 0 0 rin 188 OI 0 0 0 0 0 0 0 0 0 189 QI 0 0 0 0 0 0 0 0 0 II 190 OI 0 0 0 0 0 0 0 0 0 191 01 0 0 0 0 0 0 0 0 0 192 QI 0 0 0 0 0 0 0 0 0 193 oI 0 0 0 0 0 0 0 0 0 194 oI 0 0 0 0 0 0 0 0 0 195 QI 0 0 0 0 0 0 0 0 0 196 QI 0 0 0 0 0 0 0 0 0 I; 197 OI 0 0 0 0 0 0 0 0 0 198 0I 0 0 0 0 0 0 0 0 0 199 QI 0 0 0 0 0 0 0 0 0 200 0I 0 0 0 1 1 1 1 1 1 201 OI 1 1 1 3 5 7 5 3 1 0 C 202 0I 0 0 0 0 0 0 0 0 0 0 203 0I 0 0 0 0 0 0 0 0 0 0 II ii I: I: 11.1 i ll i ll HEC -1 INPUT PAGE 5 1. LINE ID 1 2 3 4 5 6 7 8 9 10 ile 204 01 0 0 0 0 0 0 0 0 0 0 205 01 0 0 0 0 0 0 0 0 0 0 206 01 0 0 0 0 0 0 0 0 0 0 1P 207 01 0 0 0 0 0 0 0 0 0 0 be 208 01 0 0 0 0 0 0 0 0 0 0 209 0I 0 0 0 0 0 0 0 0 0 0 210 0I 0 0 0 0 0 0 0 0 re iii 211 KK COMBH 212 KM COMBINE INFLOW TO H 213 HC 2 PO 214 KK H 215 KM SAND AREA 0.42 ACRES 216 KM OUTFLOW ALSO INCLUDES 42" INLET CONTROL TO BASIN I 217 KO 1 218 RS 1 ELEV 1566 MR 219 SV 0.00 0.01 1.62 4.51 9.31 ill 220 SE 1566 1566.01 1568 1570 1572 221 S0 0.0 13.5 40.1 92.0 135.8 Pm 222 KK DIVH -I 223 KM DIVERT FLOW FROM BASIN H TO BASIN I • 224 DT H-1 225 DI 0 13.5 40.1 92.0 135.8 175.8 226 D0 0 0 21.0 60.0 90.0 130.0 le 227 KK RCTOA 228 DR C -A F. 229 KK A ill 230 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 231 KM FIRST 24 HOURS OF 48-HOUR STORM 232 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 233 KM Point Rainfall A 234 KM 5- Minute = 0.21 inches 235 KM 30- Minute = 0.41 inches 236 KM 1 -Hour = 0.55 inches 237 KM 3-Hour = 1.04 inches g.. 238 KM 6 -Hour = 1.58 inches 239 KM 24-Hour = 3.65 inches 6 240 KM Ybar = 0.569 Fm = 0.434 in /hr 241 KM TIME OF CONCENTRATION (MIN)= 19.70 , ASSUMED TIME TO PEAK (HRS)= 16.33 242 BA 0.150 !"' 243 0I 3 3 3 3 3 3 3 3 3 3 in 244 OI 3 3 3 4 4 4 4 4 4 4 245 (II 4 4 4 4 4 4 4 4 4 4 246 0I 4 4 4 4 4 4 4 4 4 4 f". 247 0I 4 4 4 4 4 4 4 4 4 4 ill 248 0I 4 4 4 4 4 4 4 4 4 4 249 0I 4 4 4 4 4 4 4 4 4 4 250 0I 4 4 4 4 4 4 4 4 4 4 251 0I 4 4 4 4 4 4 4 4 4 4 • 252 0I 4 4 4 4 4 4 4 4 4 5 i ce , 253 0I 5 5 5 5 5 5 5 5 5 5 P il mm ii 00 a ow hi iiim HEC-1 INPUT PAGE 6 r LINE ID 1 2 3 4 5 6 7 8 9 10 ill 254 01 5 5 5 5 5 5 5 5 5 5 255 0I 5 5 5 5 5 5 5 5 5 5 256 0I 5 5 5 5 5 5 5 5 6 6 257 QI 6 6 6 6 6 6 6 6 6 6 y 258 0I 6 6 6 6 6 6 6 6 6 7 259 01 7 7 7 7 7 7 7 7 7 7 260 0I 7 8 8 8 8 8 8 8 9 9 E.' 261 0I 9 10 10 10 10 10 10 10 10 10 21 262 0I 11 12 13 23 34 44 55 44 32 263 OI 11 10 10 9 9 8 8 8 8 7 264 0I 7 7 7 7 6 6 6 6 6 6 265 01 6 6 6 6 6 5 5 5 5 5 rim 266 01 5 5 5 5 5 5 5 5 5 5 Il 267 01 5 5 5 5 4 4 4 4 4 4 268 01 .4 4 4 4 4 4 4 4 4 4 269 0I 4 4 4 4 4 4 4 4 4 4 270 0I 4 4 4 4 4 4 4 4 4 4 271 0I 4 4 4 4 4 4 4 3 ii 272 KK BSNA 273 HC 2 am la 274 KK A 275 KM SAND AREA 0.40 ACRES 276 KO 1 277 RS 1 ELEV 1578 278 SV 0.00 0.01 1.33 4.20 10.15 18.81 29.91 iiii 279 SE 1578 1578.01 1580 1582 1584 1586 1588 280 S0 0 12.9 18.2 30.5 43.6 43.6 43.6 r " 281 KK ROS-D hp 282 KM RETRIEVE SMALLER PORTION OF OFF -SITE HYDROLOGY 283 DR OS -D 284 KK D 285 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 286 KM FIRST 24 HOURS OF 48 -HOUR STORM 287 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 288 KM Point Rainfall r 289 KM 5- Minute = 0.21 inches 290 KM 30- Minute = 0.41 inches 6 291 KM 1 -Hour = 0.55 inches 292 KM 3 -Hour = 1.04 inches 293 KM 6 -Hour = 1.58 inches 294 KM 24 -Hour = 3.65 inches Lia 295 KM Ybar = 0.580 Fm = 0.444 in /hr 296 KM TIME OF CONCENTRATION (MIN)= 19.30 , ASSUMED TIME TO PEAK (HRS)= 16.33 297 BA 0.088 . M... 298 01 2 2 2 2 2 2 2 2 2 2 299 01 2 2 2 2 2 2 2 2 2 2 300 01 2 2 2 2 2 2 2 2 2 2 301 01 2 2 2 2 2 2 2 2 2 2 302 0I 2 2 2 2 2 2 2 2 2 2 111" 303 01 2 2 2 2 2 2 2 2 2 2 304 0I 2 2 2 2 2 2 2 2 2 2 Z am s 6 1" lit r. ill I. o r HEC-1 INPUT PAGE 7 LINE ID 1 2 3 4 5 6 7 8 9 10 305 0I 2 2 2 2 2 2 2 2 2 2 306 01 2 2 2 2 2 2 2 2 2 2 307 01 2 2 3 3 3 3 3 3 3 3 f 308 01 3 3 3 3 3 3 3 3 3 3 6 309 OI 3 , 3 3 3 3 3 3 3 3 3 310 QI 3 3 3 3 3 3 3 3 3 3 311 01 3 3 3 3 3 3 3 3 3 3 1m 312 01 3 3 3 3 3 3 3 3 3 3 313 QI 3 3 3 3 4 4 4 4 4 4 di 314 01 4 4 4 4 4 4 4 4 4 4 315 QI 4 4 4 5 5 5 5 5 5 5 316 QI 5 5 6 6 6 6 6 6 6 6 317 01 6 7 7 14 20 26 32 25 18 11 al 318 01 6 6 6 5 5 5 5 4 4 4 319 01 4 4 4 4 4 4 4 3 3 3 320 0I 3 3 3 3 3 3 3 3 3 3 w 321 QI 3 3 3 3 3 3 3 3 3 3 322 QI 3 3 3 3 3 3 3 3 2 2 6 323 01 2 2 2 2 2 2 2 2 2 2 324 OI 2 2 2 2 2 2 2 2 2 2 325 QI 2 2 2 2 2 2 2 2 2 2 !m 326 01 2 2 2 2 2 2 2 2 61 327 KK COMB -D 328 HC 2 PO 329 KK D 6 330 KM SAND AREA 0.76 ACRES 331 KO 1 332 RS 1 ELEV 1610 00 333 SV 0.00 0.01 1.68 4.42 9.58 17.83 28.62 334 SE 1610 1610.01 1612 1614 1616 1618 1620 335 SO 0.0 24.5 34.5 57.9 82.9 82.9 82.9 r- 336 KK E r- 337 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 338 KM FIRST 24 HOURS OF 48-HOUR STORM 339 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 340 KM Point Rainfall 341 KM 5- Minute = 0.21 inches 342 KM 30- Minute = 0.41 inches Lao 343 KM 1 -Hour = 0.55 inches 344 KM 3 -Hour = 1.04 inches 345 KM 6 -Hour = 1.58 inches '" 346 KM 24 -Hour = 3.65 inches L 347 KM Ybar = 0.621 Fm = 0.477 in /hr 348 KM TIME OF CONCENTRATION (MIN)= 15.90 , ASSUMED TIME TO PEAK (HRS)= 16.25 349 BA 0.059 .• 350 OI 1 1 1 1 1 1 1 1 1 1 351 0I 1 1 1 1 1 1 1 1 1 1 352 QI 1 1 1 1 1 1 1 1 1 1 353 01 1 1 1 1 1 1 1 1 1 1 354 0I 1 1 1 1 1 1 1 1 1 1 r- 355 01 1 1 1 1 1 1 1 1 1 1 lit 356 01 1 1 1 1 1 1 1 1 1 1 MN a IN lia On all PIN illt gm r kw HEC-1 INPUT PAGE 8 LINE ID 1 2 3 4 5 6 7 8 9 10 357 0I 1 1 1 1 1 1 1 1 1 1 358 01 1 1 1 1 1 1 1 1 1 2 359 01 2 2 2 2 2 2 2 2 2 2 - 360 01 2 2 2 2 2 2 2 2 2 2 ill 361 01 2 2 2 2 2 2 2 2 2 2 362 01 2 2 2 2 2 2 2 2 2 2 363 0I 2 2 2 2 2 2 2 2 2 2 Im 364 0I 2 2 2 2 2 2 2 2 2 2 n 365 01 2 2 2 2 2 2 2 2 2 2 III 366 01 2 2 2 2 2 2 2 3 3 3 367 0I 3 3 3 3 3 3 3 3 3 3 368 0I 3 3 3 4 4 4 4 4 4 4 M. 369 01 4 5 5 12 18 25 19 12 6 3 illi 370 01 3 3 3 3 3 3 3 3 3 2 371 01 2 2 2 2 2 2 2 2 2 2 372 01 2 2 2 2 2 2 2 2 2 2 373 0I 2 2 2 2 2 2 2 2 2 2 374 0I 2 2 2 2 2 2 2 2 1 1 • 375 01 1 1 1 1 1 1 1 1 1 1 376 0I 1 1 1 1 1 1 1 1 1 1 377' 01 1 1 1 1 1 1 1 1 1 1 Ow 378 0I 1 1 1 1 1 1 1 1 all 379 KK E 380 KM SAND AREA 0.08 ACRES 381 KO 1 PS 382 RS 1 ELEV 1592 lig 383 SV 0.00 0.01 1.81 4.28 7.79 12.90 19.56 384 SE 1592 1592.01 1594 1596 1598 1600 1602 385 S0 0.0 2.6 3.6 6.1 8.7 8.7 8.7 III il 386 KK F 387 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 388 KM FIRST 24 HOURS OF 48 -HOUR STORM 389 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD r- 390 KM Point Rainfall iill 391 KM 5- Minute = 0.21 inches 392 KM 30- Minute = 0.41 inches 393 KM 1 -Hour = 0.55 inches P. 394 KM 3 -Hour = 1.04 inches ill 395 KM 6 -Hour = 1.58 inches 396 KM 24 -Hour = 3.65 inches 397 KM Ybar = 0.380 Fm = 0.273 in /hr 398 KM TIME OF CONCENTRATION (MIN)= 22.00 , ASSUMED TIME TO PEAK (HRS)= 16.33 399 BA 0.277 400 0I 9 9 9 9 9 9 9 9 9 9 401 0I 9 9 9 9 9 9 9 9 9 9 402 0I 9 9 10 10 10 10 10 10 10 10 403 0I 10 10 10 10 10 10 10 10 10 10 10 404 (11 10 10 10 10. 10 10 10 10 10 405 0I 10 10 10 10 10 10 10 10 10 10 406 01 10 10 11 11 11 11 11 11 11 11 407 0I 11 11 11 11 11 11 11 11 11 11 1,11 408 01 11 11 11 11 11 11 11 11 11 12 la 409 01 12 12 12 12 12 12 12 12 12 12 ri II L .. k iii I... iiir r F 10 HEC-1 INPUT PAGE 9 r . LINE ID 1 2 3 4 5 6 7 8 9 10 ill 410 0I 12 12 12 12 12 12 12 12 12 13 411 0I 13 13 13 13 13 13 13 13 13 13 412 0I 13 13 13 13 13 14 14 14 14 14 ' ' 413 DI 14 14 14 14 14 14 15 15 15 15 414 01 15 15 15 15 15 15 15 16 16 16 415 OI 16 16 16 16 16 17 17 17 17 17 416 0I 18 18 18 18 18 18 19 19 19 20 mm 417 01 20 20 20 21 21 21 22 22 23 24 418 0I 24 25 25 26 26 26 26 26 27 28 ill 419 0I 29 31 32 53 74 95 116 98 80 61 420 0I 43 28 27 25 24 22 22 21 20 20 421 0I 19 19 18 18 17 17 17 16 16 16 !'"' 422 Q1 16 15 15 15 15 15 14 14 14 14 ill 423 0I 14 14 13 13 13 13 13 13 13 12 424 01 12 12 12 12 12 12 12 12 12 12 425 01 11 11 11 11 11 11 11 11 11 11 426 0I 11 11 11 11 10 10 10 10 10 10 Pm j �� , 427 0I 10 10 10 10 10 10 10 10 10 10 M• 428 01 10 10 10 9 9 9 9 9 429 KK F AEI 430 KM SAND AREA 0.32 ACRES 431 KO 1 ii 432 RS 1 ELEV 1536 433 SV 0.00 0.01 2.48 7.93 16.04 27.09 41.01 56.95 74.93 mm 434 SE 1536 1536.01 1538 1540 1542 1544 1546 1548 1550 435 S0 0.0 10.3 14.5 24.4 34.9 34.9 34.9 34.9 34.9 li 436 KK RCTOI 437 DR H -I Mil hi 438 KK I 439 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 440 KM FIRST 24 HOURS OF 48-HOUR STORM 441 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD r 442 KM Point Rainfall ill 443 KM 5- Minute = 0.21 inches 444 KM 30- Minute = 0.41 inches 445 KM 1-Hour = 0.55 inches p... 446 KM 3 -Hour = 1.04 inches t 447 KM 6 -Hour = 1.58 inches `r 448 KM 24 -Hour = 3.65 inches 449 KM Ybar = 0.668 Fm = 0.518 in /hr 450 KM TIME OF CONCENTRATION (MIN)= 16.20 , ASSUMED TIME TO PEAK (HRS)= 16.25 rm" 451 BA 0.060 inn 452 01 1 1 1 1 1 1 1 1 1 1 453 OI 1 1 1 1 1 1 1 1 1 1 454 0I 1 1 1 1 1 1 1 1 1 1 M." 455 0I 1 1 1 1 1 1 1 1 1 1 456 OI 1 1 1 1 1 1 1 1 1 1 457 01 1 1 1 1 1 1 1 1 1 1 458 0I 1 1 1 1 1 1 1 1 1 1 459 01 1 1 1 1 1 1 1 1 1 1 I'''' 460 0 I 1111111111 ill 461 0I 1 1 1 1 1 1 1 1 1 1 it r li r it !* kg IA i■ HEC -1 INPUT PAGE 10 Pm LINE ID 1 2 3 4 5 6 7 8 9 10 I li 462 0I 1 1 1 1 1 1 1 1 1 1 463 01 1 1 1 1 1 1 2 2 2 2 464 01 2 2 2 2 2 2 2 2 2 2 465 QI 2 2 2 2 2 2 2 2 2 2 466 01 2 2 2 2 2 2 2 2 2 2 467 QI 2 2 2 2 2 2 2 2 2 2 468 0I 2 2 2 2 2 2 2 2 2 2 469 01 2 2 2 2 2 3 3 3 3 3 470 0I 3 3 3 3 3 3 3 3 3 3 471 01 4 4 4 11 17 24 18 12 6 3 472 01 3 3 3 3 3 2 2 2 2 2 473 QI 2 2 2 2 2 2 2 2 2 2 L 474 0I 2 2 2 2 2 2 2 2 2 2 475 QI 2 2 2 2 2 1 1 1 1 1 476 01 1 1 1 1 1 1 1 1 1 1 477 QI 1 1 1 1 1 1 1 1 1 1 n 478 01 1 1 1 1 1 1 1 1 1 1 iii 479 01 1 1 1 1 1 1 1 1 1 1 480 01 1 1 1 1 1 1 1 1 481 KK COMBI rrw 482 KM COMBINE SUBAREA I WITH FLOW FROM BASIN H 483 HC 2 484 KK I 485 KM SAND AREA 0.40 ACRES P. 486 KO 1 ill 487 RS 1 ELEV 1546 488 SV 0.00 0.01 0.91 4.69 12.81 24.22 39.69 489 SE 1546 1546.01 1548 1550 1552 1554 1556 IN 490 SO 0.0 12.9 18.2 30.5 43.6 43.6 43.6 4 1 491 KK J 492 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 493 KM FIRST 24 HOURS OF 48-HOUR STORM C 494 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 495 KM Point Rainfall 496 KM 5- Minute = 0.21 inches 497 KM 30-Minute = 0.41 inches tom 498 KM 1 -Hour = 0.55 inches 499 KM 3 -Hour = 1.04 inches ill 500 KM 6 -Hour = 1.58 inches 501 KM 24 -Hour = 3.65 inches 502 KM Ybar = 0.678 Fm = 0.525 in /hr 503 KM TIME OF CONCENTRATION (MIN)= 21.30 , ASSUMED TIME TO PEAK (HRS)= 16.33 504 BA 0.048 505 01 1 1 1 1 1 1 1 1 1 1 506 QI 1 1 1 1 1 1 1 1 1 1 Po 507 O1 1 1 1 1 1 1 1 1 1 1 i 508 01 1 1 1 1 1 1 1 1 1 1 509 QI 1 1 1 1 1 1 1 1 1 1 510 0I 1 1 1 1 1 1 1 1 1 1 511 QI 1 1 1 1 1 1 1 1 1 1 o 512 01 1 1 1 1 1 1 1 1 1 1 513 01 1 1 1 1 1 1 1 1 1 1 c r mu fr at c .. ii, i im NEC-1 INPUT PAGE 11 ,w.e LINE ID 1 2 3 4 5 6 7 8 9 10 l ig 514 0I 1 1 1 1 1 1 1 1 1 1 515 0I 1 1 1 1 1 1 1 1 1 1 516 0I 1 1 1 1 1 1 1 1 1 1 r 517 01 1 1 1 1 1 1 1 1 1 1 518 01 1 1 1 1 1 1 1 1 1 1 519 QI 1 1 1 1 1 1 1 1 1 1 520 0I 1 1 1 1 1 1 2 2 2 2 P,, 521 01 2 2 2 2 2 2 2 2 2 2 522 QI 2 2 2 2 2 2 2 2 2 2 INN 523 0I 2 2 2 2 2 2 2 2 2 3 524 0I 3 3 3 6 8 11 14 11 9 6 525 0I 4 3 2 2 2 2 2 2 2 2 !i"" 526 QI 2 2 2 2 2 2 1 1 1 1 ea 527 QI 1 1 1 1 1 1 1 1 1 1 528 01 1 1 1, 1 1 1 1 1 1 1 529 QI 1 1 1 1 1 1 1 1 1 1 mu 530 0I 1 1 1 1 1 1 1 1 1 1 531 QI 1 1 1 1 1 1 1 1 1 1 10 532 01 1 1 1 1 1 1 1 1 1 1 533 Q I 1 1 1 1 1 1 1 1 AA 534 KK J 535 KM SAND AREA 0.14 ACRES 536' KO 1 537 RS 1 ELEV 1554 538 . SV 0.00 0.01 0.61 1.70 3.34 5.78 9.44 um 539 SE 1554 1554.01 1556 1558 1560 1562 1564 ill 540 SO 0.0 4.5 6.4 10.7 15.3 15.3 15.3 541 22 PP w ili Pm iiii Ili ®w► i 1611 m. iii s li On ill A iiiii ON r SCHEMATIC DIAGRAM OF STREAM NETWORK pftINPUT LINE (V) ROUTING (--- >) DIVERSION OR PUMP FLOW iiii N0. (.) CONNECTOR ( < - - -) RETURN OF DIVERTED OR PUMPED FLOW r 13 B ill V V 56 B lit 63 OS p° 107 > OS -D I li 106 DIVOS 110 : • C 153 . COMB -C . V p1 V 155 C • 165 > C -A M1 163 DIVC-A 168 . H 10 211 COMBH . V . V •, 214 H 224 > H -1 Im . 222 DIVH-I 228 .< C -A 227 RCTOA V 229 A Po 272 BSNA ho V . V 274 . A alli 283 .< OS -D 281 ROS-D iti 284 D • "" 327 COMB -D 'a 329 . D 336 E • V . V 0 " 379 . E 386 . . F n V kW Pm iit 429 . F i ii 437 .< H-I 436 . RCTOI r 6 438 I o p., 481 COMBI V W V 484 I l_ 491 J V . V Pw 534 J iii ( * * *) RUNOFF ALSO COMPUTED AT THIS LOCATION lit iii itti ort 0. leo C" Mr #^ OP Iii 1W PP Ili rr AAA iii Po hi r Pm ill * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * REVISED 01 JUN 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 10/11/1993 TIME 08:25:29 * * (916) 551 -1748 * Om * * * * i ll yen ill JOHN M. TETTEMER & ASSOCIATES, LTD. SIERRA LAKES HYDROLOGY STUDY 0114 DEVELOPED CONDITIONS, 100-YEAR 24 -HOUR STORM N FIRST DAY OF 48-HOUR STORM NO ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW fn= SLMD1.I /0 21SEP93 TDG * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I iii ITERATED TO FIND MINIMUM SAND AREAS REQUIRED IM 12 IO OUTPUT CONTROL VARIABLES ill IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE Ps IT HYDROGRAPH TIME DATA ilif NMIN 5 MINUTES IN COMPUTATION INTERVAL IDATE 21SEP93 STARTING DATE ITIME 0000 STARTING TIME 01 NQ 300 NUMBER OF HYDROGRAPH ORDINATES NDDATE 22SEP93. ENDING DATE NDTIME 0055 ENDING TIME ICENT 19 CENTURY MARK 0 COMPUTATION INTERVAL .08 HOURS 1 TOTAL TIME BASE 24.92 HOURS ENGLISH UNITS r DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES NO LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE -FEET r- SURFACE AREA ACRES IN TEMPERATURE DEGREES FAHRENHEIT * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** • I0 * * • i 56 KK * B * * * ria 58 KO OUTPUT CONTROL VARIABLES Iii IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE ii HYDROGRAPH ROUTING DATA 59 RS STORAGE ROUTING OM NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION lit RSVRIC 1606.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 60 SV STORAGE .0 .0 1.0 2.4 4.2 6.5 10.3 61 SE ELEVATION 1606.00 1606.01 1608.00 1610.00 1612.00 1614.00 1616.00 cm" 62 SQ DISCHARGE 0. 3. 5. 8. 11. 11. 11. iiii • Pis 10 * ** L * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 3. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) IL HYDROGRAPH AT STATION B * * til DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 0. .0 1606.0 * 21 SEP 0820 101 2. .0 1606.0 * 21 SEP 1640 201 4. .5 1607.1 21 SEP 0005 2 1. .0 1606.0 * 21 SEP 0825 102 2. .0 1606.0 * 21 SEP 1645 202 4. .5 1607.1 21 SEP 0010 3 1. .0 1606.0 * 21 SEP 0830 103 2. .0 1606.0 * 21 SEP 1650 203 4. .6 1607.1 21 SEP 0015 4 1. .0 1606.0 * 21 SEP 0835 104 2. .0 1606.0 * 21 SEP 1655 204 4. .6 1607.1 21 SEP 0020 5 1. .0 1606.0 * 21 SEP 0840 105 2. .0 1606.0 * 21 SEP 1700 205 4. .5 1607.1 21 SEP 0025 6 1. .0 1606.0 * 21 SEP 0845 106 2. .0 1606.0 * 21 SEP 1705 206 4. .5 1607.1 21 SEP 0030 7 1. .0 1606.0 * 21 SEP 0850 107 2. .0 1606.0 * 21 SEP 1710 207 4. .5 1607.1 21 SEP 0035 8 1. .0 1606.0 * 21 SEP 0855 108 2. .0 1606.0 * 21 SEP 1715 208 4. .5 1607.1 21 SEP 0040 9 1. .0 1606.0 * 21 SEP 0900 109 2. .0 1606.0 * 21 SEP 1720 209 4. .5 1607.1 21 SEP 0045 10 1. .0 1606.0 * 21 SEP 0905 110 2. .0 1606.0 * 21 SEP 1725 210 4. .5 1607.0 E 21 SEP 0050 11 1. .0 1606.0 * 21 SEP 0910 111 2. .0 1606.0 * 21 SEP 1730 211 4. .5 1607.0 21 SEP 0055 12 1. .0 1606.0 * 21 SEP 0915 112 2. .0 1606.0 * 21 SEP 1735 212 4. .5 1607.0 21 SEP 0100 13 1. .0 1606.0 * 21 SEP 0920 113 2. .0 1606.0 * 21 SEP 1740 213 4. .5 1607.0 21 SEP 0105 14 1. .0 1606.0 * 21 SEP 0925 114 2. .0 1606.0 * 21 SEP 1745 214 4. .5 1607.0 21 SEP 0110 15 1. .0 1606.0 * 21 SEP 0930 115 2. .0 1606.0 * 21 SEP 1750 215 4. .5 1607.0 21 SEP 0115 16 1. .0 1606.0 * 21 SEP 0935 116 2. .0 1606.0 * 21 SEP 1755 216 4. .5 1606.9 21 SEP 0120 17 1. .0 1606.0 * 21 SEP 0940 117 2. .0 1606.0 * 21 SEP 1800 217 4. .5 1606.9 21 SEP 0125 18 1. .0 1606.0 * 21 SEP 0945 118 2. .0 1606.0 * 21 SEP 1805 218 4. .4 1606.9 21 SEP 0130 19 1. .0 1606.0 * 21 SEP 0950 119 2. .0 1606.0 * 21 SEP 1810 219 4. .4 1606.9 21 SEP 0135 20 1. .0 1606.0 * 21 SEP 0955 120 2. .0 1606.0 * 21 SEP 1815 220 4. .4 1606.8 21 SEP 0140 21 1. .0 1606.0 * 21 SEP 1000 121 2. .0 1606.0 * 21 SEP 1820 221 4. .4 1606.8 21 SEP 0145 22 1. .0 1606.0 * 21 SEP 1005 122 2. .0 1606.0 * 21 SEP 1825 222 4. .4 1606.8 21 SEP 0150 23 1. .0 1606.0 * 21 SEP 1010 123 2. .0 1606.0 * 21 SEP 1830 223 4. .4 1606.8 21 SEP 0155 24 1. .0 1606.0 * 21 SEP 1015 124 2. .0 1606.0 * 21 SEP 1835 224 4. .4 1606.7 21 SEP 0200 25 1. .0 1606.0 * 21 SEP 1020 125 2. .0 1606.0 * 21 SEP 1840 225 4. .4 1606.7 21 SEP 0205 26 1. .0 1606.0 * 21 SEP 1025 126 2. .0 1606.0 * 21 SEP 1845 226 4. .3 1606.7 21 SEP 0210 27 1. .0 1606.0 * 21 SEP 1030 127 2. .0 1606.0 * 21 SEP 1850 227 4. .3 1606.7 21 SEP 0215 28 1. .0 1606.0 * 21 SEP 1035 128 2. .0 1606.0 * 21 SEP 1855 228 4. .3 1606.7 21 SEP 0220 29 1. .0 1606.0 * 21 SEP 1040 129 2. .0 1606.0 * 21 SEP 1900 229 4. .3 1606.6 21 SEP 0225 30 1. .0 1606.0 * 21 SEP 1045 130 2. .0 1606.0 * 21 SEP 1905 230 4. .3 1606.6 21 SEP 0230 31 1. .0 1606.0 * 21 SEP 1050 131 2. .0 1606.0 * 21 SEP 1910 231 4. .3 1606.6 21 SEP 0235 32 1. .0 1606.0 * 21 SEP 1055 132 2. .0 1606.0 * 21 SEP 1915 232 4. .3 1606.6 21 SEP 0240 33 1. .0 1606.0 * 21 SEP 1100 133 2. .0 1606.0 * 21 SEP 1920 233 4. .3 1606.5 21 SEP 0245 34 1. .0 1606.0 * 21 SEP 1105 134 2. .0 1606.0 * 21 SEP 1925 234 4. .3 1606.5 21 SEP 0250 35 1. .0 1606.0 * 21 SEP 1110 135 2. .0 1606.0 * 21 SEP 1930 235 4. .2 1606.5 21 SEP 0255 36 1. .0 1606.0 * 21 SEP 1115 136 2. .0 1606.0 * 21 SEP 1935 236 4. .2 1606.5 21 SEP 0300 37 1. .0 1606.0 * 21 SEP 1120 137 2. .0 1606.0 * 21 SEP 1940 237 3. .2 1606.5 21 SEP 0305 38 1. .0 1606.0 * 21 SEP 1125 138 2. .0 1606.0 * 21 SEP 1945 238 3. .2 1606.4 21 SEP 0310 39 1. .0 1606.0 * 21 SEP 1130 139 2. .0 1606.0 * 21 SEP 1950 239 3. .2 1606.4 21 SEP 0315 40 1. .0 1606.0 * 21 SEP 1135 140 2. .0 1606.0 * 21 SEP 1955 240 3. .2 1606.4 21 SEP 0320 41 1. .0 1606.0 * 21 SEP 1140 141 2. .0 1606.0 * 21 SEP 2000 241 3. .2 1606.4 21 SEP 0325 42 1. .0 1606.0 * 21 SEP 1145 142 2. .0 1606.0 * 21 SEP 2005 242 3. .2 1606.4 21 SEP 0330 43 1. .0 1606.0 * 21 SEP 1150 143 2. .0 1606.0 * 21 SEP 2010 243 3. .2 1606.3 21 SEP 0335 44 1. .0 1606.0 * 21 SEP 1155 144 2. .0 1606.0 * 21 SEP 2015 244 3. .2 1606.3 21 SEP 0340 45 1. .0 1606.0 * 21 SEP 1200 145 2. .0 1606.0 * 21 SEP 2020 245 3. .1 1606.3 21 SEP 0345 46 1. .0 1606.0 * 21 SEP 1205 146 2. .0 1606.0 * 21 SEP 2025 246 3. .1 1606.3 21 SEP 0350 47 1. .0 1606.0 * 21 SEP 1210 147 2. .0 1606.0 * 21 SEP 2030 247 3. .1 1606.3 21 SEP 0355 48 1. .0 1606.0 * 21 SEP 1215 148 2. .0 1606.0 * 21 SEP 2035 248 3. .1 1606.2 21 SEP 0400 49 1. .0 1606.0 * 21 SEP 1220 149 2. .0 1606.0 * 21 SEP 2040 249 3. .1 1606.2 21 SEP 0405 50 1. .0 1606.0 * 21 SEP 1225 150 2. .0 1606.0 * 21 SEP 2045 250 3. .1 1606.2 21 SEP 0410 51 1. .0 1606.0 * 21 SEP 1230 151 2. .0 1606.0 * 21 SEP 2050 251 3. .1 1606.2 21 SEP 0415 52 1. .0 1606.0 * 21 SEP 1235 152 2. .0 1606.0 * 21 SEP 2055 252 3. .1 1606.2 21 SEP 0420 53 1. .0 1606.0 * 21 SEP 1240 153 2. .0 1606.0 * 21 SEP 2100 253 3. .1 1606.1 21 SEP 0425 54 1. .0 1606.0 * 21 SEP 1245 154 2. .0 1606.0 * 21 SEP 2105 254 3. .1 1606.1 21 SEP 0430 55 1. .0 1606.0 * 21 SEP 1250 155 2. .0 1606.0 * 21 SEP 2110 255 3. .1 1606.1 21 SEP 0435 56 1. .0 1606.0 * 21 SEP 1255 156 2. .0 1606.0 * 21 SEP 2115 256 3. .0 1606.1 21 SEP 0440 57 1. .0 1606.0 * 21 SEP 1300 157 2. .0 1606.0 * 21 SEP 2120 257 3. .0 1606.1 21 SEP 0445 58 1. .0 1606.0 * 21 SEP 1305 158 2. .0 1606.0 * 21 SEP 2125 258 3. .0 1606.1 21 SEP 0450 59 1. .0 1606.0 * 21 SEP 1310 159 2. .0 1606.0 * 21 SEP 2130 259 3. .0 1606.0 21 SEP 0455 60 1. .0 1606.0 * 21 SEP 1315 160 2. .0 1606.0 * 21 SEP 2135 260 2. .0 1606.0 c 21 SEP 0500 61 1. .0 1606.0 * 21 SEP 1320 161 2. .0 1606.0 * 21 SEP 2140 261 1. .0 1606.0 ' 4 21 SEP 0505 62 1. .0 1606.0 * 21 SEP 1325 162 2. .0 1606.0 * 21 SEP 2145 262 1. .0 1606.0 21 SEP 0510 63 1. .0 1606.0 * 21 SEP 1330 163 2. .0 1606.0 * 21 SEP 2150 263 1. .0 1606.0 21 SEP 0515 64 1. .0 1606.0 * 21 SEP 1335 164 2. .0 1606.0 * 21 SEP 2155 264 1. .0 1606.0 r 21 SEP 0520 65 1. .0 1606.0 * 21 SEP 1340 165 3. .0 1606.0 * 21 SEP 2200 265 1. .0 1606.0 6 /" 6 21 SEP 0525 66 1. .0 1606.0 * 21 SEP 1345 166 3. .0 1606.0 * 21 SEP 2205 266 1. .0 1606.0 21 SEP 0530 67 1. .0 1606.0 * 21 SEP 1350 167 3. .0 1606.0 * 21 SEP 2210 267 1. .0 1606.0 21 SEP 0535 68 1. .0 1606.0 * 21 SEP 1355 168 3. .0 1606.0 * 21 SEP 2215 268 1. .0 1606.0 21 SEP 0540 69 1. .0 1606.0 * 21 SEP 1400 169 3. .0 1606.0 * 21 SEP 2220 269 1. .0 1606.0 21 SEP 0545 70 1. .0 1606.0 * 21 SEP 1405 170 3. .0 1606.0 * 21 SEP 2225 270 1. .0 1606.0 21 SEP 0550 71 1. .0 1606.0 * 21 SEP 1410 171 3. .0 1606.0 * 21 SEP 2230 271 1. .0 1606.0 21 SEP 0555 72 1. .0 1606.0 * 21 SEP 1415 172 3. .0 1606.0 * 21 SEP 2235 272 1. .0 1606.0 21 SEP 0600 73 2. .0 1606.0 * 21 SEP 1420 173 3. .0 1606.0 * 21 SEP 2240 273 1. .0 1606.0 21 SEP 0605 74 2. .0 1606.0 * 21 SEP 1425 174 3. .0 1606.0 * 21 SEP 2245 274 1. .0 1606.0 21 SEP 0610 75 2. .0 1606.0 * 21 SEP 1430 175 3. .0 1606.0 * 21 SEP 2250 275 1. .0 1606.0 21 SEP 0615 76 2. .0 1606.0 * 21 SEP 1435 176 3. .0 1606.0 * 21 SEP 2255 276 1. .0 1606.0 21 SEP 0620 77 2. .0 1606.0 * 21 SEP 1440 177 3. .0 1606.0 * 21 SEP 2300 277 1. .0 1606.0 21 SEP 0625 78 2. .0 1606.0 * 21 SEP 1445 178 3. .0 1606.0 * 21 SEP 2305 278 1. .0 1606.0 21 SEP 0630 79 2. .0 1606.0 * 21 SEP 1450 179 3. .0 1606.0 * 21 SEP 2310 279 1. .0 1606.0 21 SEP 0635 80 2. .0 1606.0 * 21 SEP 1455 180 3. .0 1606.0 * 21 SEP 2315 280 1. .0 1606.0 21 SEP 0640 81 2. .0 1606.0 * 21 SEP 1500 181 3. .0 1606.0 * 21 SEP 2320 281 1. .0 1606.0 21 SEP 0645 82 2. .0 1606.0 * 21 SEP 1505 182 3. .0 1606.0 * 21 SEP 2325 282 1. .0 1606.0 21 SEP 0650 83 2. .0 1606.0 * 21 SEP 1510 183 3. .0 1606.0 * 21 SEP 2330 283 1. .0 1606.0 21 SEP 0655 84 2. .0 1606.0 * 21 SEP 1515 184 3. .0 1606.0 * 21 SEP 2335 284 1. .0 1606.0 21 SEP 0700 85 2. .0 1606.0 * 21 SEP 1520 185 3. .0 1606.0 * 21 SEP 2340 285 1. .0 1606.0 21 SEP 0705 86 2. .0 1606.0 * 21 SEP 1525 186 3. .0 1606.0 * 21 SEP 2345 286 1. .0 1606.0 21 SEP 0710 87 2. .0 1606.0 * 21 SEP 1530 187 3. .0 1606.0 * 21 SEP 2350 287 1. .0 1606.0 21 SEP 0715 88 2. .0 1606.0 * 21 SEP 1535 188 3. .0 1606.0 * 21 SEP 2355 288 1. .0 1606.0 21 SEP 0720 89 2. .0 1606.0 * 21 SEP 1540 189 3. .0 1606.1 * 22 SEP 0000 289 1. .0 1606.0 21 SEP 0725 90 2. .0 1606.0 * 21 SEP 1545 190 3. .0 1606.1 * 22 SEP 0005 290 1. .0 1606.0 0/0 21 SEP 0730 91 2. .0 1606.0 * 21 SEP 1550 191 3. .0 1606.1 * 22 SEP 0010 291 1. .0 1606.0 Li 21 SEP 0735 92 2. .0 1606.0 * 21 SEP 1555 192 3. .0 1606.1 * 22 SEP 0015 292 1. .0 1606.0 Ill 21 SEP 0740 93 2. .0 1606.0 * 21 SEP 1600 193 3. .1 1606.1 * 22 SEP 0020 293 1. .0 1606.0 21 SEP 0745 94 2. .0 1606.0 * 21 SEP 1605 194 3. .1 1606.1 * 22 SEP 0025 294 1. .0 1606.0 21 SEP 0750 95 2. .0 1606.0 * 21 SEP 1610 195 3. .1 1606.2 * 22 SEP 0030 295 1. .0 1606.0 r 21 SEP 0755 96 2. .0 1606.0 * 21 SEP 1615 196 3. .2 1606.3 * 22 SEP 0035 296 1. .0 1606.0 21 SEP 0800 97 2. .0 1606.0 * 21 SEP 1620 197 3. .2 1606.5 * 22 SEP 0040 297 1. .0 1606.0 21 SEP 0805 98 2. .0 1606.0 * 21 SEP 1625 198 4. .3 1606.6 * 22 SEP 0045 298 1. .0 1606.0 21 SEP 0810 99 2. .0 1606.0 * 21 SEP 1630 199 4. .4 1606.8 * 22 SEP 0050 299 1. .0 1606.0 21 SEP 0815 100 2. .0 1606.0 * 21 SEP 1635 200 4. .5 1607.0 * 22 SEP 0055 300 1. .0 1606.0 * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW r" (CFS) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR ill 4. 16.83 (CFS) 4. 2. 2. 2. (INCHES) .479 1.144 1.163 1.163 (AC -FT) 2. 4. 4. 4. r"" PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE irll (AC -FT) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 1. 16.83 0. 0. 0. 0. !" PEAK STAGE TIME MAXIMUM AVERAGE STAGE f ir (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 1607.12 16.92 1606.56 1606.14 1606.14 1606.14 i w, CUMULATIVE AREA = .07 SO MI 6 pi*** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** Ii * * ON 155 KK * C * le * * pal 158 KO OUTPUT CONTROL VARIABLES ki IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE fla HYDROGRAPH ROUTING DATA 6 159 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES 0" ITYP ELEV TYPE OF INITIAL CONDITION 4 RSVRIC 1588.00 INITIAL CONDITION to X .00 WORKING R AND D COEFFICIENT 160 SV STORAGE .0 1.0 3.5 7.7 14.0 22.3 33.7 . .._ w ter► , A 161 SE ELEVATION 1588.00 1590.00 1592.00 1594.00 1596.00 1598.00 1600.00 rs 162 SD DISCHARGE 0. 26. 57. 79. 95. 108. 121. iii * ** F IN HYDROGRAPH AT STATION C !A * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * 21 SEP 0000 1 0. .0 1588.0 * 21 SEP 0820 101 17. .7 1589.3 * 21 SEP 1640 201 67. 5.5 1593.0 21 SEP 0005 2 2. .1 1588.2 * 21 SEP 0825 102 17. .7 1589.3 * 21 SEP 1645 202 67. 5.4 1592.9 21 SEP 0010 3 4. .2 1588.3 * 21 SEP 0830 103 17. .7 1589.3 * 21 SEP 1650 203 66. 5.2 1592.8 21 SEP 0015 4 5. .2 1588.4 * 21 SEP 0835 104 17. .7 1589.3 * 21 SEP 1655 204 65. 5.0 1592.7 21 SEP 0020 5 7. .3 1588.5 * 21 SEP 0840 105 17. .7 1589.3 * 21 SEP 1700 205 63. 4.8 1592.6 21 SEP 0025 6 8. .3 1588.6 * 21 SEP 0845 106 17. .7 1589.3 * 21 SEP 1705 206 62. 4.6 1592.5 r- 21 SEP 0030 7 9. .3 1588.7 * 21 SEP 0850 107 17. .7 1589.3 * 21 SEP 1710 207 61. 4.3 1592.4 21 SEP 0035 8 9. .4 1588.7 * 21 SEP 0855 108 17. .7 1589.3 * 21 SEP 1715 208 60. 4.1 1592.3 21 SEP 0040 9 10. .4 1588.8 * 21 SEP 0900 109 17. .7 1589.3 * 21 SEP 1720 209 59. 3.9 1592.2 21 SEP 0045 10 11. .4 1588.8 * 21 SEP 0905 110 17. .7 1589.3 * 21 SEP 1725 210 58. 3.7 1592.1 pit 21 SEP 0050 11 11. .4 1588.9 * 21 SEP 0910 111 18. .7 1589.4 * 21 SEP 1730 211 57. 3.5 1592.0 21 SEP 0055 12 12. .5 1588.9 * 21 SEP 0915 112 18. .7 1589.4 * 21 SEP 1735 212 54. 3.3 1591.8 ID 21 SEP 0100 13 12. .5 1588.9 * 21 SEP 0920 113 18. .7 1589.4 * 21 SEP 1740 213 52. 3.1 1591.7 21 SEP 0105 14 12. .5 1588.9 * 21 SEP 0925 114 18. .7 1589.4 * 21 SEP 1745 214 50. 3.0 1591.5 21 SEP 0110 15 12. .5 1589.0 * 21 SEP 0930 115 18. .7 1589.4 * 21 SEP 1750 215 48. 2.8 1591.4 °"" 21 SEP 0115 16 13. .5 1589.0 * 21 SEP 0935 116 18. .7 1589.4 * 21 SEP 1755 216 46. 2.6 1591.3 il 21 SEP 0120 17 13. .5 1589.0 * 21 SEP 0940 117 18. .7 1589.4 * 21 SEP 1800 217 44. 2.5 1591.2 21 SEP 0125 18 13. .5 1589.0 * 21 SEP 0945 118 18. .7 1589.4 * 21 SEP 1805 218 43. 2.4 1591.1 21 SEP 0130 19 13. .5 1589.0 * 21 SEP 0950 119 18. .7 1589.4 * 21 SEP 1810 219 41. 2.2 1591.0 MR 21 SEP 0135 20 13. .5 1589.0 * 21 SEP 0955 120 18. .7 1589.4 * 21 SEP 1815 220 40. 2.1 1590.9 K; 21 SEP 0140 21 13. .5 1589.0 * 21 SEP 1000 121 18. .7 1589.4 * 21 SEP 1820 221 38. 2.0 1590.8 it 21 SEP 0145 22 13. .5 1589.0 * 21 SEP 1005 122 19. .7 1589.4 * 21 SEP 1825 222 37. 1.9 1590.7 21 SEP 0150 23 13. .5 1589.0 * 21 SEP 1010 123 19. .7 1589.4 * 21 SEP 1830 223 36. 1.8 1590.6 21 SEP 0155 24 13. .5 1589.0 * 21 SEP 1015 124 19. .7 1589.4 * 21 SEP 1835 224 34. 1.7 1590.5 f" 21 SEP 0200 25 13. .5 1589.0 * 21 SEP 1020 125 19. .7 1589.4 * 21 SEP 1840 225 33. 1.6 1590.5 21 SEP 0205 26 13. .5 1589.0 * 21 SEP 1025 126 19. .7 1589.4 * 21 SEP 1845 226 32. 1.5 1590.4 21 SEP 0210 27 14. .5 1589.0 * 21 SEP 1030 127 19. .8 1589.5 * 21 SEP 1850 227 31. 1.5 1590.3 21 SEP 0215 28 14. .5 1589.0 * 21 SEP 1035 128 19. .8 1589.5 * 21 SEP 1855 228 30. 1.4 1590.3 21 SEP 0220 29 14. .5 1589.0 * 21 SEP 1040 129 19. .8 1589.5 * 21 SEP 1900 229 30. 1.3 1590.2 21 SEP 0225 30 14. .5 1589.1 * 21 SEP 1045 130 19. .8 1589.5 * 21 SEP 1905 230 29. 1.2 1590.2 21 SEP 0230 31 14. .5 1589.1 * 21 SEP 1050 131 19. .8 1589.5 * 21 SEP 1910 231 28. 1.2 1590.1 21 SEP 0235 32 14. .6 1589.1 * 21 SEP 1055 132 19. .8 1589.5 * 21 SEP 1915 232 27. 1.1 1590.1 21 SEP 0240 33 14. .6 1589.1 * 21 SEP 1100 133 19. .8 1589.5 * 21 SEP 1920 233 27. 1.1 1590.0 f"` 21 SEP 0245 34 14. .6 1589.1 * 21 SEP 1105 134 20. .8 1589.5 * 21 SEP 1925 234 26. 1.0 1590.0 Lii 21 SEP 0250 35 14. .6 1589.1 * 21 SEP 1110 135 20. .8 1589.5 * 21 SEP 1930 235 25. 1.0 1589.9 21 SEP 0255 36 14. .6 1589.1 * 21 SEP 1115 136 20. .8 1589.5 * 21 SEP 1935 236 24. .9 1589.8 21 SEP 0300 37 14. .6 1589.1 * 21 SEP 1120 137 20. .8 1589.5 * 21 SEP 1940 237 23. .9 1589.8 r ,, 21 SEP 0305 38 14. .6 1589.1 * 21 SEP 1125 138 20. .8 1589.5 * 21 SEP 1945 238 22. .9 1589.7 e 21 SEP 0310 39 14. .6 1589.1 * 21 SEP 1130 139 20. .8 1589.6 * 21 SEP 1950 239 21. .9 1589.7 t 21 SEP 0315 40 14. .6 1589.1 * 21 SEP 1135 140 20. .8 1589.6 * 21 SEP 1955 240 21. .8 1589.6 21 SEP 0320 41 14. .6 1589.1 * 21 SEP 1140 141 20. .8 1589.6 * 21 SEP 2000 241 20. .8 1589.6 21 SEP 0325 42 14. .6 1589.1 * 21 SEP 1145 142 21. .8 1589.6 * 21 SEP 2005 242 20. .8 1589.5 21 SEP 0330 43 14. .6 1589.1 * 21 SEP 1150 143 21. .8 1589.6 * 21 SEP 2010 243 20. .8 1589.5 21 SEP 0335 44 14. .6 1589.1 * 21 SEP 1155 144 21. .8 1589.6 * 21 SEP 2015 244 19. .8 1589.5 21 SEP 0340 45 14. .6 1589.1 * 21 SEP 1200 145 21. .8 1589.6 * 21 SEP 2020 245 19. .7 1589.5 21 SEP 0345 46 14. .6 1589.1 * 21 SEP 1205 146 21. .8 1589.6 * 21 SEP 2025 246 19. .7 1589.4 21 SEP 0350 47 14. .6 1589.1 * 21 SEP 1210 147 21. .8 1589.6 * 21 SEP 2030 247 18. .7 1589.4 Pi 21 SEP 0355 48 14. .6 1589.1 * 21 SEP 1215 148 21. .8 1589.6 * 21 SEP 2035 248 18. .7 1589.4 21 SEP 0400 49 14. .6 1589.1 * 21 SEP 1220 149 21. .9 1589.7 * 21 SEP 2040 249 18. .7 1589.4 21 SEP 0405 50 15. .6 1589.1 * 21 SEP 1225 150 22. .9 1589.7 * 21 SEP 2045 250 18. .7 1589.4 21 SEP 0410 51 15. .6 1589.1 * 21 SEP 1230 151 22. .9 1589.7 * 21 SEP 2050 251 17. .7 1589.3 AEI 21 SEP 0415 52 15. .6 1589.1 * 21 SEP 1235 152 22. .9 1589.7 * 21 SEP 2055 252 17. .7 1589.3 ii 21 SEP 0420 53 15. .6 1589.1 * 21 SEP 1240 153 22. .9 1589.7 * 21 SEP 2100 253 17. .7 1589.3 - 21 SEP 0425 54 15. .6 1589.1 * 21 SEP 1245 154 23. .9 1589.7 * 21 SEP 2105 254 17. .7 1589.3 21 SEP 0430 55 15. .6 1589.1 * 21 SEP 1250 155 23. .9 1589.8 * 21 SEP 2110 255 17. .7 1589.3 21 SEP 0435 56 15. .6 1589.1 * 21 SEP 1255 156 23. .9 1589.8 * 21 SEP 2115 256 17. .7 1589.3 .- 21 SEP 0440 57 15. .6 1589.1 * 21 SEP 1300 157 23. .9 1589.8 * 21 SEP 2120 257 16. .7 1589.3 21 SEP 0445 58 15. .6 1589.1 * 21 SEP 1305 158 24. .9 1589.8 * 21 SEP 2125 258 16. .6 1589.3 21 SEP 0450 59 15. .6 1589.1 * 21 SEP 1310 159 24. .9 1589.8 * 21 SEP 2130 259 16. .6 1589.2 21 SEP 0455 60 15. .6 1589.1 * 21 SEP 1315 160 24. 1.0 1589.9 * 21 SEP 2135 260 16. .6 1589.2 21 SEP 0500 61 15. .6 1589.1 * 21 SEP 1320 161 24. 1.0 1589.9 * 21 SEP 2140 261 16. .6 1589.2 21 SEP 0505 62 15. .6 1589.1 * 21 SEP 1325 162 25. 1.0 1589.9 * 21 SEP 2145 262 16. .6 1589.2 21 SEP 0510 63 15. .6 1589.2 * 21 SEP 1330 163 25. 1.0 1589.9 * 21 SEP 2150 263 16. .6 1589.2 21 SEP 0515 64 15. .6 1589.2 * 21 SEP 1335 164 25. 1.0 1589.9 * 21 SEP 2155 264 16. .6 1589.2 21 SEP 0520 65 15. .6 1589.2 * 21 SEP 1340 165 25. 1.0 1589.9 * 21 SEP 2200 265 16. .6 1589.2 21 SEP 0525 66 15. .6 1589.2 * 21 SEP 1345 166 26. 1.0 1590.0 * 21 SEP 2205 266 15. .6 1589.2 21 SEP 0530 67 15. .6 1589.2 * 21 SEP 1350 167 26. 1.0 1590.0 * 21 SEP 2210 267 15. .6 1589.2 21 SEP 0535 68 15. .6 1589.2 * 21 SEP 1355 168 26. 1.0 1590.0 * 21 SEP 2215 268 15. .6 1589.2 21 SEP 0540 69 15. .6 1589.2 * 21 SEP 1400 169 26. 1.1 1590.0 * 21 SEP 2220 269 15. .6 1589.2 21 SEP 0545 70 15. .6 1589.2 * 21 SEP 1405 170 26. 1.1 1590.0 * 21 SEP 2225 270 15. .6 1589.2 21 SEP 0550 71 15. .6 1589.2 * 21 SEP 1410 171 27. 1.1 1590.0 * 21 SEP 2230 271 15. .6 1589.2 21 SEP 0555 72 15. .6 1589.2 * 21 SEP 1415 172 27. 1.1 1590.1 * 21 SEP 2235 272 15. .6 1589.2 cli 21 SEP 0600 73 16. .6 1589.2 * 21 SEP 1420 173 27. 1.1 1590.1 * 21 SEP 2240 273 15. .6 1589.1 21 SEP 0605 74 16. .6 1589.2 * 21 SEP 1425 174 27. 1.1 1590.1 * 21 SEP 2245 274 15. .6 1589.1 21 SEP 0610 75 16. .6 1589.2 * 21 SEP 1430 175 28. 1.2 1590.1 * 21 SEP 2250 275 15. .6 1589.1 21 SEP 0615 76 16. .6 1589.2 * 21 SEP 1435 176 28. 1.2 1590.1 * 21 SEP 2255 276 15. .6 1589.1 pm 21 SEP 0620 77 16. .6 1589.2 * 21 SEP 1440 177 28. 1.2 1590.1 * 21 SEP 2300 277 15. .6 1589.1 21 SEP 0625 78 16. .6 1589.2 * 21 SEP 1445 178 28. 1.2 1590.2 * 21 SEP 2305 278 15. .6 1589.1 ill 21 SEP 0630 79 16. .6 1589.2 * 21 SEP 1450 179 29. 1.3 1590.2 * 21 SEP 2310 279 15. .6 1589.1 21 SEP 0635 80 16. .6 1589.2 * 21 SEP 1455 180 29. 1.3 1590.2 * 21 SEP 2315 280 15. .6 1589.1 21 SEP 0640 81 16. .6 1589.2 * 21 SEP 1500 181 30. 1.3 1590.2 * 21 SEP 2320 281 14. .6 1589.1 ,' 21 SEP 0645 82 16. .6 1589.2 * 21 SEP 1505 182 30. 1.4 1590.3 * 21 SEP 2325 282 14. .6 1589.1 21 SEP 0650 83 16. .6 1589.2 * 21 SEP 1510 183 31. 1.4 1590.3 * 21 SEP 2330 283 14. .6 1589.1 21 SEP 0655 84 16. .6 1589.2 * 21 SEP 1515 184 31. 1.4 1590.3 * 21 SEP 2335 284 14. .6 1589.1 21 SEP 0700 85 16. .6 1589.2 * 21 SEP 1520 185 32. 1.5 1590.4 * 21 SEP 2340 285 14. .6 1589.1 21 SEP 0705 86 16. .6 1589.2 * 21 SEP 1525 186 32. 1.5 1590.4 * 21 SEP 2345 286 14. .6 1589.1 21 SEP 0710 87 16. .6 1589.2 * 21 SEP 1530 187 33. 1.6 1590.4 * 21 SEP 2350 287 14. .6 1589.1 21 SEP 0715 88 16. .6 1589.2 * 21 SEP 1535 188 33. 1.6 1590.5 * 21 SEP 2355 288 14. .6 1589.1 21 SEP 0720 89 16. .6 1589.2 * 21 SEP 1540 189 34. 1.6 1590.5 * 22 SEP 0000 289 14. .5 1589.1 21 SEP 0725 90 16. .6 1589.2 * 21 SEP 1545 190 34. 1.7 1590.5 * 22 SEP 0005 290 14. .5 1589.1 • 21 SEP 0730 91 16. .6 1589.3 * 21 SEP 1550 191 35. 1.7 1590.6 * 22 SEP 0010 291 14. .5 1589.1 i 21 SEP 0735 92 16. .6 1589.3 * 21 SEP 1555 192 35. 1.8 1590.6 * 22 SEP 0015 292 14. .5 1589.1 21 SEP 0740 93 16. .6 1589.3 * 21 SEP 1600 193 36. 1.9 1590.7 * 22 SEP 0020 293 14. .5 1589.1 21 SEP 0745 94 16. .7 1589.3 * 21 SEP 1605 194 39. 2.1 1590.8 * 22 SEP 0025 294 14. .5 1589.1 ii A21 SEP 0750 95 17. .7 1589.3 * 21 SEP 1610 195 44. 2.5 1591.2 * 22 SEP 0030 295 14. .5 1589.1 21 SEP 0755 96 17. .7 1589.3 * 21 SEP 1615 196 53. 3.2 1591.7 * 22 SEP 0035 296 14. .5 1589.1 21 SEP 0800 97 17. .7 1589.3 * 21 SEP 1620 197 60. 4.0 1592.2 * 22 SEP 0040 297 14. .5 1589.1 21 SEP 0805 98 17. .7 1589.3 * 21 SEP 1625 198 64. 4.8 1592.6 * 22 SEP 0045 298 14. .5 1589.1 21 SEP 0810 99 17. .7 1589.3 * 21 SEP 1630 199 67. 5.4 1592.9 * 22 SEP 0050 299 14. .5 1589.1 21 SEP 0815 100 17. .7 1589.3 * 21 SEP 1635 200 68. 5.6 1593.0 * 22 SEP 0055 300 14. .5 1589.1 * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6-HR 24-HR 72 -HR 24.92-HR 68. 16.58 (CFS) 39. 22. 22. 22. (INCHES) .494 1.118 1.133 1.133 (AC -FT) 20. 44. 45. 45. { PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE ht (AC -FT) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 6. 16.58 2. 1. 1. 1. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6-HR 24 -HR 72-HR 24.92-HR 1592.97 16.58 1590.90 1589.69 1589.65 1589.65 r^ CUMULATIVE AREA = .74 SO MI r 60 • * ** *** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * **r * *t* * ** * ** *** * ** * ** 1* ** * ** *** *** *** * ** ii • * * • 214 KK * H IP * * r 217 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE f tit HYDROGRAPH ROUTING DATA 218 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES P* ITYP ELEV TYPE OF INITIAL CONDITION O P RSVRIC 1566.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT p. 219 SV STORAGE .0 .0 1.6 4.5 9.3 fiN 0 ill 220 SE ELEVATION 1566.00 1566.01 1568.00 1570.00 1572.00 Ilim 221 SQ DISCHARGE 0. 14. 40. 92. 136. * ** - * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 14. illi THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) I. hi HYDROGRAPH AT STATION H 4.s * * i DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 0. .0 1566.0 * 21 SEP 0820 101 11. .0 1566.0 * 21 SEP 1640 201 36. 1.4 1567.7 On 21 SEP 0005 2 1. .0 1566.0 * 21 SEP 0825 102 11. .0 1566.0 * 21 SEP 1645 202 38. 1.5 1567.8 21 SEP 0010 3 2. .0 1566.0 * 21 SEP 0830 103 11. .0 1566.0 * 21 SEP 1650 203 39. 1.6 1567.9 21 SEP 0015 4 3. .0 1566.0 * 21 SEP 0835 104 11. .0 1566.0 * 21 SEP 1655 204 40. 1.6 1568.0 21 SEP 0020 5 4. .0 1566.0 * 21 SEP 0840 105 11. .0 1566.0 * 21 SEP 1700 205 41. 1.7 1568.0 21 SEP 0025 6 5. .0 1566.0 * 21 SEP 0845 106 11. .0 1566.0 * 21 SEP 1705 206 42. 1.7 1568.1 PP 21 SEP 0030 7 6. .0 1566.0 * 21 SEP 0850 107 11. .0 1566.0 * 21 SEP 1710 207 42. 1.7 1568.1 21 SEP 0035 8 6. .0 1566.0 * 21 SEP 0855 108 11. .0 1566.0 * 21 SEP 1715 208 43. 1.8 1568.1 OF 21 SEP 0040 9 7. .0 1566.0 * 21 SEP 0900 109 11. .0 1566.0 * 21 SEP 1720 209 43. 1.8 1568.1 21 SEP 0045 10 7. .0 1566.0 * 21 SEP 0905 110 11. .0 1566.0 * 21 SEP 1725 210 43. 1.8 1568.1 21 SEP 0050 11 7. .0 1566.0 * 21 SEP 0910 111 11. .0 1566.0 * 21 SEP 1730 211 43. 1.8 1568.1 21 SEP 0055 12 8. .0 1566.0 * 21 SEP 0915 112 12. .0 1566.0 * 21 SEP 1735 212 43. 1.8 1568.1 im 21 SEP 0100 13 8. .0 1566.0 * 21 SEP 0920 113 12. .0 1566.0 * 21 SEP 1740 213 42. 1.7 1568.1 21 SEP 0105 14 8. .0 1566.0 * 21 SEP 0925 114 12. .0 1566.0 * 21 SEP 1745 214 42. 1.7 1568.1 21 SEP 0110 15 8. .0 1566.0 * 21 SEP 0930 115 12. .0 1566.0 * 21 SEP 1750 215 41. 1.7 1568.0 pp 21 SEP 0115 16 8. .0 1566.0 * 21 SEP 0935 116 12. .0 1566.0 * 21 SEP 1755 216 40. 1.6 1568.0 s£ : 21 SEP 0120 17 8. .0 1566.0 * 21 SEP 0940 117 12. .0 1566.0 * 21 SEP 1800 217 39. 1.6 1567.9 • 21 SEP 0125 18 8. .0 1566.0 * 21 SEP 0945 118 12. .0 1566.0 * 21 SEP 1805 218 38. 1.5 1567.9 21 SEP 0130 19 9. .0 1566.0 * 21 SEP 0950 119 12. .0 1566.0 * 21 SEP 1810 219 37. 1.5 1567.8 21 SEP 0135 20 9. .0 1566.0 * 21 SEP 0955 120 12. .0 1566.0 * 21 SEP 1815 220 36. 1.4 1567.7 21 SEP 0140 21 9. .0 1566.0 * 21 SEP 1000 121 12. .0 1566.0 * 21 SEP 1820 221 35. 1.3 1567.7 21 SEP 0145 22 9. .0 1566.0 * 21 SEP 1005 122 12. .0 1566.0 * 21 SEP 1825 222 34. 1.3 1567.6 21 SEP 0150 23 9. .0 1566.0 * 21 SEP 1010 123 12. .0 1566.0 * 21 SEP 1830 223 33. 1.2 1567.5 21 SEP 0155 24 9. .0 1566.0 * 21 SEP 1015 124 12. .0 1566.0 * 21 SEP 1835 224 32. 1.2 1567.4 r.. 21 SEP 0200 25 9. .0 1566.0 * 21 SEP 1020 125 12. .0 1566.0 * 21 SEP 1840 225 32. 1.1 1567.4 21 SEP 0205 26 9. .0 1566.0 * 21 SEP 1025 126 12. .0 1566.0 * 21 SEP 1845 226 31. 1.0 1567.3 6 21 SEP 0210 27 9. .0 1566.0 * 21 SEP 1030 127 12. .0 1566.0 * 21 SEP 1850 227 30. 1.0 1567.2 21 SEP 0215 28 9. .0 1566.0 * 21 SEP 1035 128 12. .0 1566.0 * 21 SEP 1855 228 29. .9 1567.1 21 SEP 0220 29 9. .0 1566.0 * 21 SEP 1040 129 13. .0 1566.0 * 21 SEP 1900 229 28. .9 1567.1 ►"'" 21 SEP 0225 30 9. .0 1566.0 * 21 SEP 1045 130 13. .0 1566.0 * 21 SEP 1905 230 27. .8 1567.0 L 21 SEP 0230 31 9. .0 1566.0 * 21 SEP 1050 131 13. .0 1566.0 * 21 SEP 1910 231 26. .8 1566.9 21 SEP 0235 32 9. .0 1566.0 * 21 SEP 1055 132 13. .0 1566.0 * 21 SEP 1915 232 25. .7 1566.9 21 SEP 0240 33 9. .0 1566.0 * 21 SEP 1100 133 13. .0 1566.0 * 21 SEP 1920 233 24. .7 1566.8 pm 21 SEP 0245 34 9. .0 1566.0 * 21 SEP 1105 134 13. .0 1566.0 * 21 SEP 1925 234 24. .6 1566.8 { 21 SEP 0250 35 9. .0 1566.0 * 21 SEP 1110 135 13. .0 1566.0 * 21 SEP 1930 235 23. .6 1566.7 b 21 SEP 0255 36 9. .0 1566.0 * 21 SEP 1115 136 13. .0 1566.0 * 21 SEP 1935 236 22. .5 1566.7 21 SEP 0300 37 9. .0 1566.0 * 21 SEP 1120 137 13. .0 1566.0 * 21 SEP 1940 237 21. .5 1566.6 21 SEP 0305 38 9. .0 1566.0 * 21 SEP 1125 138 13. .0 1566.0 * 21 SEP 1945 238 21. .4 1566.5 0 11° 21 SEP 0310 39 9. .0 1566.0 * 21 SEP 1130 139 13. .0 1566.0 * 21 SEP 1950 239 20. .4 1566.5 ii 21 SEP 0315 40 9. .0 1566.0 * 21 SEP 1135 140 13. .0 1566.0 * 21 SEP 1955 240 19. .4 1566.4 21 SEP 0320 41 9. .0 1566.0 * 21 SEP 1140 141 13. .0 1566.0 * 21 SEP 2000 241 19. .3 1566.4 21 SEP 0325 42 9. .0 1566.0 * 21 SEP 1145 142 13. .0 1566.0 * 21 SEP 2005 242 18. .3 1566.4 mm 21 SEP 0330 43 9. .0 1566.0 * 21 SEP 1150 143 14. .0 1566.0 * 21 SEP 2010 243 18. .3 1566.3 .; 21 SEP 0335 44 9. .0 1566.0 * 21 SEP 1155 144 14. .0 1566.0 * 21 SEP 2015 244 17. .2 1566.3 mg 21 SEP 0340 45 9. .0 1566.0 * 21 SEP 1200 145 14. .0 1566.0 * 21 SEP 2020 245 17. .2 1566.2 21 SEP 0345 46 9. .0 1566.0 * 21 SEP 1205 146 14. .0 1566.0 * 21 SEP 2025 246 16. .2 1566.2 21 SEP 0350 47 9. .0 1566.0 * 21 SEP 1210 147 14. .0 1566.0 * 21 SEP 2030 247 16. .1 1566.2 MP 21 SEP 0355 48 9. .0 1566.0 * 21 SEP 1215 148 14. .0 1566.0 * 21 SEP 2035 248 15. .1 1566.1 iii 21 SEP 0400 49 9. .0 1566.0 * 21 SEP 1220 149 14. .0 1566.0 * 21 SEP 2040 249 15. .1 1566.1 mm 21 SEP 0405 50 10. .0 1566.0 * 21 SEP 1225 150 14. .0 1566.0 * 21 SEP 2045 250 15. .1 1566.1 21 SEP 0410 51 10. .0 1566.0 * 21 SEP 1230 151 14. .0 1566.0 * 21 SEP 2050 251 14. .1 1566.1 mm 21 SEP 0415 52 10. .0 1566.0 * 21 SEP 1235 152 14. .0 1566.0 * 21 SEP 2055 252 14. .0 1566.0 21 SEP 0420 53 10. .0 1566.0 * 21 SEP 1240 153 14. .0 1566.0 * 21 SEP 2100 253 14. .0 1566.0 21 SEP 0425 54 10. .0 1566.0 * 21 SEP 1245 154 14. .0 1566.0 * 21 SEP 2105 254 11. .0 1566.0 21 SEP 0430 55 10. .0 1566.0 * 21 SEP 1250 155 14. .0 1566.1 * 21 SEP 2110 255 11. .0 1566.0 21 SEP 0435 56 10. .0 1566.0 * 21 SEP 1255 156 14. .1 1566.1 * 21 SEP 2115 256 11. .0 1566.0 fig 21 SEP 0440 57 10. .0 1566.0 * 21 SEP 1300 157 14. .1 1566.1 * 21 SEP 2120 257 11. .0 1566.0 L 21 SEP 0445 58 10. .0 1566.0 * 21 SEP 1305 158 14. .1 1566.1 * 21 SEP 2125 258 11. .0 1566.0 Ow 21 SEP 0450 59 10. .0 1566.0 * 21 SEP 1310 159 15. .1 1566.1 * 21 SEP 2130 259 11. .0 1566.0 21 SEP 0455 60 10. .0 1566.0 * 21 SEP 1315 160 15. .1 1566.1 * 21 SEP 2135 260 11. .0 1566.0 um 21 SEP 0500 61 10. .0 1566.0 * 21 SEP 1320 161 15. .1 1566.1 * 21 SEP 2140 261 11. .0 1566.0 P 6 21 SEP 0505 62 10. .0 1566.0 * 21 SEP 1325 162 15. .1 1566.1 * 21 SEP 2145 262 10. .0 1566.0 21 SEP 0510 63 10. .0 1566.0 * 21 SEP 1330 163 15. .1 1566.1 * 21 SEP 2150 263 10. .0 1566.0 21 SEP 0515 64 10. .0 1566.0 * 21 SEP 1335 164 15. .1 1566.1 * 21 SEP 2155 264 10. .0 1566.0 IM 21 SEP 0520 65 10. .0 1566.0 * 21 SEP 1340 165 15. .1 1566.1 * 21 SEP 2200 265 10. .0 1566.0 21 SEP 0525 66 10. .0 1566.0 * 21 SEP 1345 166 15. .1 1566.2 * 21 SEP 2205 266 10. .0 1566.0 21 SEP 0530 67 10. .0 1566.0 * 21 SEP 1350 167 16. .1 1566.2 * 21 SEP 2210 267 10. .0 1566.0 21 SEP 0535 68 10. .0 1566.0 * 21 SEP 1355 168 16. .1 1566.2 * 21 SEP 2215 268 10. .0 1566.0 21 SEP 0540 69 10. .0 1566.0 * 21 SEP 1400 169 16. .2 1566.2 * 21 SEP 2220 269 10. .0 1566.0 21 SEP 0545 70 10. .0 1566.0 * 21 SEP 1405 170 16. .2 1566.2 * 21 SEP 2225 270 10. .0 1566.0 21 SEP 0550 71 10. .0 1566.0 * 21 SEP 1410 171 16. .2 1566.2 * 21 SEP 2230 271 10. .0 1566.0 21 SEP 0555 72 10. .0 1566.0 * 21 SEP 1415 172 16. .2 1566.2 * 21 SEP 2235 272 10. .0 1566.0 21 SEP 0600 73 10. .0 1566.0 * 21 SEP 1420 173 17. .2 1566.2 * 21 SEP 2240 273 10. .0 1566.0 21 SEP 0605 74 10. .0 1566.0 * 21 SEP 1425 174 17. .2 1566.2 * 21 SEP 2245 274 10. .0 1566.0 21 SEP 0610 75 10. .0 1566.0 * 21 SEP 1430 175 17. .2 1566.3 * 21 SEP 2250 275 10. .0 1566.0 21 SEP 0615 76 10. .0 1566.0 * 21 SEP 1435 176 17. .2 1566.3 * 21 SEP 2255 276 10. .0 1566.0 21 SEP 0620 77 10. .0 1566.0 * 21 SEP 1440 177 17. .2 1566.3 * 21 SEP 2300 277 10. .0 1566.0 21 SEP 0625 78 10. .0 1566.0 * 21 SEP 1445 178 17. .2 1566.3 * 21 SEP 2305 278 10. .0 1566.0 21 SEP 0630 79 10. .0 1566.0 * 21 SEP 1450 179 18. .3 1566.3 * 21 SEP 2310 279 10. .0 1566.0 21 SEP 0635 80 10. .0 1566.0 * 21 SEP 1455 180 18. .3 1566.3 * 21 SEP 2315 280 9. .0 1566.0 21 SEP 0640 81 10. .0 1566.0 * 21 SEP 1500 181 18. .3 1566.3 * 21 SEP 2320 281 9. .0 1566.0 AM 21 SEP 0645 82 10. .0 1566.0 * 21 SEP 1505 182 18. .3 1566.4 * 21 SEP 2325 282 9. .0 1566.0 21 SEP 0650 83 10. .0 1566.0 * 21 SEP 1510 183 18. .3 1566.4 * 21 SEP 2330 283 9. .0 1566.0 21 SEP 0655 84 10. .0 1566.0 * 21 SEP 1515 184 19. .3 1566.4 * 21 SEP 2335 284 9. .0 1566.0 21 SEP 0700 85 11. .0 1566.0 * 21 SEP 1520 185 19. .4 1566.4 * 21 SEP 2340 285 9. .0 1566.0 21 SEP 0705 86 11. .0 1566.0 * 21 SEP 1525 186 20. .4 1566.5 * 21 SEP 2345 286 9. .0 1566.0 21 SEP 0710 87 11. .0 1566.0 * 21 SEP 1530 187 20. .4 1566.5 * 21 SEP 2350 287 9. .0 1566.0 21 SEP 0715 88 11. .0 1566.0 * 21 SEP 1535 188 20. .4 1566.5 * 21 SEP 2355 288 9. .0 1566.0 21 SEP 0720 89 11. .0 1566.0 * 21 SEP 1540 189 21. .4 1566.6 * 22 SEP 0000 289 9. .0 1566.0 21 SEP 0725 90 11. .0 1566.0 * 21 SEP 1545 190 21. .5 1566.6 * 22 SEP 0005 290 9. .0 1566.0 21 SEP 0730 91 11. .0 1566.0 * 21 SEP 1550 191 21. .5 1566.6 * 22 SEP 0010 291 9. .0 1566.0 21 SEP 0735 92 11. .0 1566.0 * 21 SEP 1555 192 22. .5 1566.6 * 22 SEP 0015 292 9. .0 1566.0 21 SEP 0740 93 11. .0 1566.0 * 21 SEP 1600 193 22. .5 1566.7 * 22 SEP 0020 293 9. .0 1566.0 21 SEP 0745 94 11. .0 1566.0 * 21 SEP 1605 194 23. .6 1566.7 * 22 SEP 0025 294 9. .0 1566.0 21 SEP 0750 95 11. .0 1566.0 * 21 SEP 1610 195 24. .7 1566.8 * 22 SEP 0030 295 9. .0 1566.0 i s 21 SEP 0755 96 11. .0 1566.0 * 21 SEP 1615 196 26. .8 1566.9 * 22 SEP 0035 296 9. .0 1566.0 21 SEP 0800 97 11. .0 1566.0 * 21 SEP 1620 197 28. .9 1567.1 * 22 SEP 0040 297 9. .0 1566.0 21 SEP 0805 98 11. .0 1566.0 * 21 SEP 1625 198 31. 1.0 1567.3 * 22 SEP 0045 298 9. .0 1566.0 21 SEP 0810 99 11. .0 1566.0 * 21 SEP 1630 199 33. 1.2 1567.5 * 22 SEP 0050 299 9. .0 1566.0 21 SEP 0815 100 11. .0 1566.0 * 21 SEP 1635 200 35. 1.3 1567.6 * 22 SEP 0055 300 9. .0 1566.0 * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW A (CFS) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR Iii 43. 17.42 (CFS) 28. 15. 15. 15. (INCHES) .338 .739 .748 .748 (AC -FT) 14. 30. 31. 31. : '"PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6-HR 24-HR 72 -HR 24.92 -HR 2. 17.42 1. 0. 0. 0. r . PEAK STAGE TIME MAXIMUM AVERAGE STAGE E (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 1568.10 17.42 1567.08 1566.29 1566.28 1566.28 CUMULATIVE AREA = .77 SO MI w* it PM * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** 10 * * 274 KK * A * * * PM 276 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL ii IPLOT 0 PLOT CONTROL GSCAL 0. HYDROGRAPH PLOT SCALE • HYDROGRAPH ROUTING DATA 6 277 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION 6 �. P illi RSVRIC 1578.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 278 SV STORAGE .0 .0 1.3 4.2 10.1 18.8 29.9 279 SE ELEVATION 1578.00 1578.01 1580.00 1582.00 1584.00 1586.00 1588.00 . r 280 SO DISCHARGE 0. 13. 18. 31. 44. 44. 44. * ** * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN i: 0. TO 13. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) i: HYDROGRAPH AT STATION A * * 6 DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 0. .0 1578.0 * 21 SEP 0820 101 11. .0 1578.0 * 21 SEP 1640 201 23. 2.4 1580.8 21 SEP 0005 2 5. .0 1578.0 * 21 SEP 0825 102 11. .0 1578.0 * 21 SEP 1645 202 23. 2.5 1580.8 21 SEP 0010 3 3. .0 1578.0 * 21 SEP 0830 103 11. .0 1578.0 * 21 SEP 1650 203 23. 2.5 1580.8 21 SEP 0015 4 6. .0 1578.0 * 21 SEP 0835 104 11. .0 1578.0 * 21 SEP 1655 204 23. 2.5 1580.8 21 SEP 0020 5 5. .0 1578.0 * 21 SEP 0840 105 11. .0 1578.0 * 21 SEP 1700 205 23. 2.5 1580.8 21 SEP 0025 6 6. .0 1578.0 * 21 SEP 0845 106 11. .0 1578.0 * 21 SEP 1705 206 23. 2.5 1580.8 21 SEP 0030 7 6. .0 1578.0 * 21 SEP 0850 107 11. .0 1578.0 * 21 SEP 1710 207 23. 2.5 1580.8 w 21 SEP 0035 8 6. .0 1578.0 * 21 SEP 0855 108 11. .0 1578.0 * 21 SEP 1715 208 23. 2.5 1580.8 21 SEP 0040 9 6. .0 1578.0 * 21 SEP 0900 109 11. .0 1578.0 * 21 SEP 1720 209 23. 2.5 1580.8 21 SEP 0045 10 7. .0 1578.0 * 21 SEP 0905 110 11. .0 1578.0 * 21 SEP 1725 210 23. 2.5 1580.8 21 SEP 0050 11 7. .0 1578.0 * 21 SEP 0910 111 11. .0 1578.0 * 21 SEP 1730 211 23. 2.5 1580.8 I; 21 SEP 0055 12 7. .0 1578.0 * 21 SEP 0915 112 11. .0 1578.0 * 21 SEP 1735 212 23. 2.5 1580.8 21 SEP 0100 13 7. .0 1578.0 * 21 SEP 0920 113 11. .0 1578.0 * 21 SEP 1740 213 23. 2.5 1580.8 21 SEP 0105 14 8. .0 1578.0 * 21 SEP 0925 114 11. .0 1578.0 * 21 SEP 1745 214 23. 2.5 1580.8 21 SEP 0110 15 8. .0 1578.0 * 21 SEP 0930 115 11. .0 1578.0 * 21 SEP 1750 215 23. 2.5 1580.8 21 SEP 0115 16 8. .0 1578.0 * 21 SEP 0935 116 11. .0 1578.0 * 21 SEP 1755 216 23. 2.4 1580.8 21 SEP 0120 17 8. .0 1578.0 * 21 SEP 0940 117 11. .0 1578.0 * 21 SEP 1800 217 23. 2.4 1580.8 21 SEP 0125 18 8. .0 1578.0 * 21 SEP 0945 118 11. .0 1578.0 * 21 SEP 1805 218 23. 2.4 1580.7 21 SEP 0130 19 9. .0 1578.0 * 21 SEP 0950 119 11. .0 1578.0 * 21 SEP 1810 219 23. 2.4 1580.7 21 SEP 0135 20 9. .0 1578.0 * 21 SEP 0955 120 11. .0 1578.0 * 21 SEP 1815 220 22. 2.3 1580.7 li 21 SEP 0140 21 9. .0 1578.0 * 21 SEP 1000 121 11. .0 1578.0 * 21 SEP 1820 221 22. 2.3 1580.7 21 SEP 0145 22 9. .0 1578.0 * 21 SEP 1005 122 11. .0 1578.0 * 21 SEP 1825 222 22. 2.3 1580.6 21 SEP 0150 23 9. .0 1578.0 * 21 SEP 1010 123 11. .0 1578.0 * 21 SEP 1830 223 22. 2.2 1580.6 21 SEP 0155 24 9. .0 1578.0 * 21 SEP 1015 124 11. .0 1578.0 * 21 SEP 1835 224 22. 2.2 1580.6 21 SEP 0200 25 9. .0 1578.0 * 21 SEP 1020 125 11. .0 1578.0 * 21 SEP 1840 225 22. 2.1 1580.6 21 SEP 0205 26 9. .0 1578.0 * 21 SEP 1025 126 12. .0 1578.0 * 21 SEP 1845 226 22. 2.1 1580.5 21 SEP 0210 27 9. .0 1578.0 * 21 SEP 1030 127 12. .0 1578.0 * 21 SEP 1850 227 21. 2.1 1580.5 21 SEP 0215 28 9. .0 1578.0 * 21 SEP 1035 128 12. .0 1578.0 * 21 SEP 1855 228 21. 2.0 1580.5 21 SEP 0220 29 9. .0 1578.0 * 21 SEP 1040 129 12. .0 1578.0 * 21 SEP 1900 229 21. 2.0 1580.4 co 21 SEP 0225 30 9. .0 1578.0 * 21 SEP 1045 130 12. .0 1578.0 * 21 SEP 1905 230 21. 1.9 1580.4 21 SEP 0230 31 9. .0 1578.0 * 21 SEP 1050 131 12. .0 1578.0 * 21 SEP 1910 231 21. 1.9 1580.4 21 SEP 0235 32 9. .0 1578.0 * 21 SEP 1055 132 12. .0 1578.0 * 21 SEP 1915 232 20. 1.8 1580.4 21 SEP 0240 33 9. .0 1578.0 * 21 SEP 1100 133 12. .0 1578.0 * 21 SEP 1920 233 20. 1.8 1580.3 21 SEP 0245 34 9. .0 1578.0 * 21 SEP 1105 134 12. .0 1578.0 * 21 SEP 1925 234 20. 1.8 1580.3 21 SEP 0250 35 9. .0 1578.0 * 21 SEP 1110 135 12. .0 1578.0 * 21 SEP 1930 235 20. 1.7 1580.3 21 SEP 0255 36 9. .0 1578.0 * 21 SEP 1115 136 12. .0 1578.0 * 21 SEP 1935 236 20. 1.7 1580.2 21 SEP 0300 37 9. .0 1578.0 * 21 SEP 1120 137 12. .0 1578.0 * 21 SEP 1940 237 19. 1.6 1580.2 21 SEP 0305 38 9. .0 1578.0 * 21 SEP 1125 138 12. .0 1578.0 * 21 SEP 1945 238 19. 1.6 1580.2 21 SEP 0310 39 9. .0 1578.0 * 21 SEP 1130 139 13. .0 1578.0 * 21 SEP 1950 239 19. 1.5 1580.1 21 SEP 0315 40 9. .0 1578.0 * 21 SEP 1135 140 13. .0 1578.0 * 21 SEP 1955 240 19. 1.5 1580.1 21 SEP 0320 41 9. .0 1578.0 * 21 SEP 1140 141 13. .0 1578.0 * 21 SEP 2000 241 19. 1.4 1580.1 21 SEP 0325 42 9. .0 1578.0 * 21 SEP 1145 142 13. .0 1578.0 * 21 SEP 2005 242 19. 1.4 1580.0 21 SEP 0330 43 9. .0 1578.0 * 21 SEP 1150 143 13. .0 1578.0 * 21 SEP 2010 243 18. 1.4 1580.0 21 SEP 0335 44 9. .0 1578.0 * 21 SEP 1155 144 13. .0 1578.0 * 21 SEP 2015 244 18. 1.3 1580.0 21 SEP 0340 45 9. .0 1578.0 * 21 SEP 1200 145 13. .0 1578.0 * 21 SEP 2020 245 18. 1.3 1579.9 21 SEP 0345 46 9. .0 1578.0 * 21 SEP 1205 146 13. .0 1578.0 * 21 SEP 2025 246 18. 1.2 1579.8 21 SEP 0350 47 9. .0 1578.0 * 21 SEP 1210 147 13. .0 1578.0 * 21 SEP 2030 247 18. 1.2 1579.7 li 21 SEP 0355 48 9. .0 1578.0 * 21 SEP 1215 148 13. .0 1578.0 * 21 SEP 2035 248 17. 1.1 1579.7 21 SEP 0400 49 9. .0 1578.0 * 21 SEP 1220 149 13. .0 1578.0 * 21 SEP 2040 249 17. 1.1 1579.6 21 SEP 0405 50 9. .0 1578.0 * 21 SEP 1225 150 13. .0 1578.0 * 21 SEP 2045 250 17. 1.0 1579.5 21 SEP 0410 51 9. .0 1578.0 * 21 SEP 1230 151 13. .0 1578.1 * 21 SEP 2050 251 17. 1.0 1579.5 21 SEP 0415 52 9. .0 1578.0 * 21 SEP 1235 152 13. .0 1578.1 * 21 SEP 2055 252 17. .9 1579.4 21 SEP 0420 53 9. .0 1578.0 * 21 SEP 1240 153 13. .0 1578.1 * 21 SEP 2100 253 16. .9 1579.3 `� 21 SEP 0425 54 9. .0 1578.0 * 21 SEP 1245 154 13. .1 1578.1 * 21 SEP 2105 254 16. .8 1579.3 21 SEP 0430 55 9. .0 1578.0 * 21 SEP 1250 155 13. .1 1578.1 * 21 SEP 2110 255 16. .8 1579.2 21 SEP 0435 56 9. .0 1578.0 * 21 SEP 1255 156 13. .1 1578.1 * 21 SEP 2115 256 16. .8 1579.1 r 21 SEP 0440 57 9. .0 1578.0 * 21 SEP 1300 157 13. .1 1578.1 * 21 SEP 2120 257 16. .7 1579.1 6 till 21 SEP 0445 58 9. .0 1578.0 * 21 SEP 1305 158 13. .1 1578.1 * 21 SEP 2125 258 16. .7 1579.0 21 SEP 0450 59 9. .0 1578.0 * 21 SEP 1310 159 13. .1 1578.1 * 21 SEP 2130 259 15. .6 1578.9 Mw 21 SEP 0455 60 9. .0 1578.0 * 21 SEP 1315 160 13. .1 1578.1 * 21 SEP 2135 260 15. .6 1578.9 IN 21 SEP 0500 61 9. .0 1578.0 * 21 SEP 1320 161 13. .1 1578.2 * 21 SEP 2140 261 15. .6 1578.8 21 SEP 0505 62 9. .0 1578.0 * 21 SEP 1325 162 13. .1 1578.2 * 21 SEP 2145 262 15. .5 1578.8 21 SEP 0510 63 9. .0 1578.0 * 21 SEP 1330 163 13. .1 1578.2 * 21 SEP 2150 263 15. .5 1578.7 21 SEP 0515 64 9. .0 1578.0 * 21 SEP 1335 164 13. .2 1578.2 * 21 SEP 2155 264 15. .4 1578.7 r" 21 SEP 0520 65 9. .0 1578.0 * 21 SEP 1340 165 14. .2 1578.2 * 21 SEP 2200 265 14. .4 1578.6 I. 21 SEP 0525 66 9. .0 1578.0 * 21 SEP 1345 166 14. .2 1578.3 * 21 SEP 2205 266 14. .4 1578.6 21 SEP 0530 67 9. .0 1578.0 * 21 SEP 1350 167 14. .2 1578.3 * 21 SEP 2210 267 14. .3 1578.5 21 SEP 0535 68 9. .0 1578.0 * 21 SEP 1355 168 14. .2 1578.3 * 21 SEP 2215 268 14. .3 1578.5 Mm 21 SEP 0540 69 9. .0 1578.0 * 21 SEP 1400 169 14. .2 1578.3 * 21 SEP 2220 269 14. .3 1578.4 21 SEP 0545 70 9. .0 1578.0 * 21 SEP 1405 170 14. .2 1578.4 * 21 SEP 2225 270 14. .2 1578.4 km 21 SEP 0550 71 9. .0 1578.0 * 21 SEP 1410 171 14. .3 1578.4 * 21 SEP 2230 271 14. .2 1578.3 21 SEP 0555 72 9. .0 1578.0 * 21 SEP 1415 172 14. .3 1578.4 * 21 SEP 2235 272 14. .2 1578.3 21 SEP 0600 73 9. .0 1578.0 * 21 SEP 1420 173 14. .3 1578.5 * 21 SEP 2240 273 13. .1 1578.2 P" 21 SEP 0605 74 9. .0 1578.0 * 21 SEP 1425 174 14. .3 1578.5 * 21 SEP 2245 274 13. .1 1578.2 L. 21 SEP 0610 75 9. .0 1578.0 * 21 SEP 1430 175 14. .3 1578.5 * 21 SEP 2250 275 13. .1 1578.1 PO 21 SEP 0615 76 9. .0 1578.0 * 21 SEP 1435 176 14. .4 1578.5 * 21 SEP 2255 276 13. .1 1578.1 21 SEP 0620 77 9. .0 1578.0 * 21 SEP 1440 177 14. .4 1578.6 * 21 SEP 2300 277 13. .0 1578.0 Pli 21 SEP 0625 78 9. .0 1578.0 * 21 SEP 1445 178 14. .4 1578.6 * 21 SEP 2305 278 12. .0 1578.0 i 21 SEP 0630 79 9. .0 1578.0 * 21 SEP 1450 179 15. .4 1578.6 * 21 SEP 2310 279 7. .0 1578.0 kg 21 SEP 0635 80 9. .0 1578.0 * 21 SEP 1455 180 15. .5 1578.7 * 21 SEP 2315 280 10. .0 1578.0 21 SEP 0640 81 9. .0 1578.0 * 21 SEP 1500 181 15. .5 1578.7 * 21 SEP 2320 281 8. .0 1578.0 21 SEP 0645 82 10. .0 1578.0 * 21 SEP 1505 182 15. .5 1578.8 * 21 SEP 2325 282 9. .0 1578.0 pm 21 SEP 0650 83 10. .0 1578.0 * 21 SEP 1510 183 15. .5 1578.8 * 21 SEP 2330 283 9. .0 1578.0 k 21 SEP 0655 84 10. .0 1578.0 * 21 SEP 1515 184 15. .6 1578.9 * 21 SEP 2335 284 9. .0 1578.0 MO 21 SEP 0700 85 10. .0 1578.0 * 21 SEP 1520 185 15. .6 1578.9 * 21 SEP 2340 285 9. .0 1578.0 21 SEP 0705 86 10. .0 1578.0 * 21 SEP 1525 186 15. .6 1579.0 * 21 SEP 2345 286 9. .0 1578.0 21 SEP 0710 87 10. .0 1578.0 * 21 SEP 1530 187 16. .7 1579.0 * 21 SEP 2350 287 9. .0 1578.0 P" 21 SEP 0715 88 10. .0 1578.0 * 21 SEP 1535 188 16. .7 1579.1 * 21 SEP 2355 288 8. .0 1578.0 21 SEP 0720 89 10. .0 1578.0 * 21 SEP 1540 189 16. .7 1579.1 * 22 SEP 0000 289 8. .0 1578.0 21 SEP 0725 90 10. .0 1578.0 * 21 SEP 1545 190 16. .8 1579.2 * 22 SEP 0005 290 8. .0 1578.0 21 SEP 0730 91 10. .0 1578.0 * 21 SEP 1550 191 16. .8 1579.2 * 22 SEP 0010 291 8. .0 1578.0 pm 21 SEP 0735 92 10. .0 1578.0 * 21 SEP 1555 192 16. .9 1579.3 * 22 SEP 0015 292 8. .0 1578.0 21 SEP 0740 93 10. .0 1578.0 * 21 SEP 1600 193 16. .9 1579.4 * 22 SEP 0020 293 8. .0 1578.0 21 SEP 0745 94 10. .0 1578.0 * 21 SEP 1605 194 17. 1.0 1579.5 * 22 SEP 0025 294 8. .0 1578.0 21 SEP 0750 95 10. .0 1578.0 * 21 SEP 1610 195 17. 1.1 1579.7 * 22 SEP 0030 295 8. .0 1578.0 21 SEP 0755 96 10. .0 1578.0 * 21 SEP 1615 196 18. 1.4 1580.0 * 22 SEP 0035 296 8. .0 1578.0 Pm 21 SEP 0800 97 10. .0 1578.0 * 21 SEP 1620 197 20. 1.7 1580.3 * 22 SEP 0040 297 8. .0 1578.0 i 21 SEP 0805 98 10. .0 1578.0 * 21 SEP 1625 198 21. 2.0 1580.5 * 22 SEP 0045 298 8. .0 1578.0 21 SEP 0810 99 10. .0 1578.0 * 21 SEP 1630 199 22. 2.2 1580.6 * 22 SEP 0050 299 8. .0 1578.0 21 SEP 0815 100 11. .0 1578.0 * 21 SEP 1635 200 23. 2.4 1580.7 * 22 SEP 0055 300 8. .0 1578.0 #m * * ii PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24-HR 72 -HR 24.92-HR °'"` 23. 17.33 (CFS) 20. 13. 13. 13. tr (INCHES) 1.234 3.256 3.308 3.308 (AC -FT) 10. 26. 26. 26. pm PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6-HR 24-HR 72-HR 24.92-HR Mm 3. 17.25 2. 0. 0. 0. PEAK STAGE TIME MAXIMUM AVERAGE STAGE - (FEET) (HR) 6 -HR 24-HR 72 -HR 24.92 -HR i 1580.85 17.33 1580.16 1578.63 1578.60 1578.60 CUMULATIVE AREA = .15 SG MI IMF * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** PM II * * PP 329 KK * D * * * ig 331 KO OUTPUT CONTROL VARIABLES M IPRNT 1 PRINT CONTROL ii IPLOT 0 PLOT CONTROL GSCAL 0. HYDROGRAPH PLOT SCALE m ,. HYDROGRAPH ROUTING DATA h P 1 332 RS STORAGE ROUTING P. NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION iii RSVRIC 1610.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT r . 333 SV STORAGE .0 .0 1.7 4.4 9.6 17.8 28.6 334 SE ELEVATION 1610.00 1610.01 1612.00 1614.00 1616.00 1618.00 1620.00 P,,., 335 SQ DISCHARGE 0. 25. 35. 58. 83. 83. 83. * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 25. !" THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. ii THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) **************************************************************************************************** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** r HYDROGRAPH AT STATION D * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * 21 SEP 0000 1 0. .0 1610.0 * 21 SEP 0820 101 11. .0 1610.0 * 21 SEP 1640 201 41. 2.4 1612.5 21 SEP 0005 2 14. .0 1610.0 * 21 SEP 0825 102 11. .0 1610.0 * 21 SEP 1645 202 40. 2.3 1612.4 21 SEP 0010 3 3. .0 1610.0 * 21 SEP 0830 103 11. .0 1610.0 * 21 SEP 1650 203 39. 2.2 1612.4 E 21 SEP 0015 4 12. .0 1610.0 * 21 SEP 0835 104 11. .0 1610.0 * 21 SEP 1655 204 38. 2.1 1612.3 21 SEP 0020 5 5. .0 1610.0 * 21 SEP 0840 105 11. .0 1610.0 * 21 SEP 1700 205 37. 2.0 1612.2 21 SEP 0025 6 11. .0 1610.0 * 21 SEP 0845 106 11. .0 1610.0 * 21 SEP 1705 206 36. 1.8 1612.1 21 SEP 0030 7 6. .0 1610.0 * 21 SEP 0850 107 11. .0 1610.0 * 21 SEP 1710 207 35. 1.7 1612.0 21 SEP 0035 8 10. .0 1610.0 * 21 SEP 0855 108 11. .0 1610.0 * 21 SEP 1715 208 34. 1.6 1611.9 21 SEP 0040 9 7. .0 1610.0 * 21 SEP 0900 109 11. .0 1610.0 * 21 SEP 1720 209 34. 1.5 1611.8 21 SEP 0045 10 9. .0 1610.0 * 21 SEP 0905 110 11. .0 1610.0 * 21 SEP 1725 210 33. 1.4 1611.7 21 SEP 0050 11 8. .0 1610.0 * 21 SEP 0910 111 12. .0 1610.0 * 21 SEP 1730 211 32. 1.3 1611.5 21 SEP 0055 12 9. .0 1610.0 * 21 SEP 0915 112 12. .0 1610.0 * 21 SEP 1735 212 32. 1.2 1611.4 FR 21 SEP 0100 13 8. .0 1610.0 * 21 SEP 0920 113 12. .0 1610.0 * 21 SEP 1740 213 31. 1.1 1611.3 fi 21 SEP 0105 14 9. .0 1610.0 * 21 SEP 0925 114 12. .0 1610.0 * 21 SEP 1745 214 30. 1.0 1611.2 21 SEP 0110 15 8. .0 1610.0 * 21 SEP 0930 115 12. .0 1610.0 * 21 SEP 1750 215 30. .9 1611.1 21 SEP 0115 16 9. .0 1610.0 * 21 SEP 0935 116 12. .0 1610.0 * 21 SEP 1755 216 29. .8 1610.9 21 SEP 0120 17 8. .0 1610.0 * 21 SEP 0940 117 12. .0 1610.0 * 21 SEP 1800 217 29. .7 1610.8 21 SEP 0125 18 8. .0 1610.0 * 21 SEP 0945 118 12. .0 1610.0 * 21 SEP 1805 218 28. .6 1610.7 21 SEP 0130 19 8. .0 1610.0 * 21 SEP 0950 119 12. .0 1610.0 * 21 SEP 1810 219 27. .5 1610.6 21 SEP 0135 20 8. .0 1610.0 * 21 SEP 0955 120 12. .0 1610.0 * 21 SEP 1815 220 27. .4 1610.5 21 SEP 0140 21 8. .0 1610.0 * 21 SEP 1000 121 12. .0 1610.0 * 21 SEP 1820 221 26. .3 1610.4 21 SEP 0145 22 8. .0 1610.0 * 21 SEP 1005 122 12. .0 1610.0 * 21 SEP 1825 222 26. .2 1610.3 21 SEP 0150 23 8. .0 1610.0 * 21 SEP 1010 123 12. .0 1610.0 * 21 SEP 1830 223 25. .2 1610.2 21 SEP 0155 24 8. .0 1610.0 * 21 SEP 1015 124 12. .0 1610.0 * 21 SEP 1835 224 25. .1 1610.1 21 SEP 0200 25 8. .0 1610.0 * 21 SEP 1020 125 12. .0 1610.0 * 21 SEP 1840 225 19. .0 1610.0 21 SEP 0205 26 8. .0 1610.0 * 21 SEP 1025 126 12. .0 1610.0 * 21 SEP 1845 226 8. .0 1610.0 21 SEP 0210 27 8. .0 1610.0 * 21 SEP 1030 127 12. .0 1610.0 * 21 SEP 1850 227 17. .0 1610.0 21 SEP 0215 28 8. .0 1610.0 * 21 SEP 1035 128 12. .0 1610.0 * 21 SEP 1855 228 10. .0 1610.0 21 SEP 0220 29 9. .0 1610.0 * 21 SEP 1040 129 12. .0 1610.0 * 21 SEP 1900 229 15. .0 1610.0 21 SEP 0225 30 9. .0 1610.0 * 21 SEP 1045 130 12. .0 1610.0 * 21 SEP 1905 230 10. .0 1610.0 21 SEP 0230 31 9. .0 1610.0 * 21 SEP 1050 131 12. .0 1610.0 * 21 SEP 1910 231 14. .0 1610.0 21 SEP 0235 32 9. .0 1610.0 * 21 SEP 1055 132 12. .0 1610.0 * 21 SEP 1915 232 11. .0 1610.0 21 SEP 0240 33 9. .0 1610.0 * 21 SEP 1100 133 13. .0 1610.0 * 21 SEP 1920 233 13. .0 1610.0 21 SEP 0245 34 9. .0 1610.0 * 21 SEP 1105 134 13. .0 1610.0 * 21 SEP 1925 234 11. .0 1610.0 21 SEP 0250 35 9. .0 1610.0 * 21 SEP 1110 135 13. .0 1610.0 * 21 SEP 1930 235 12. .0 1610.0 21 SEP 0255 36 9. .0 1610.0 * 21 SEP 1115 136 13. .0 1610.0 * 21 SEP 1935 236 11. .0 1610.0 21 SEP 0300 37 9. .0 1610.0 * 21 SEP 1120 137 13. .0 1610.0 * 21 SEP 1940 237 12. .0 1610.0 21 SEP 0305 38 9. .0 1610.0 * 21 SEP 1125 138 13. .0 1610.0 * 21 SEP 1945 238 11. .0 1610.0 21 SEP 0310 39 9. .0 1610.0 * 21 SEP 1130 139 13. .0 1610.0 * 21 SEP 1950 239 12. .0 1610.0 li 21 SEP 0315 40 9. .0 1610.0 * 21 SEP 1135 140 13. .0 1610.0 * 21 SEP 1955 240 11. .0 1610.0 21 SEP 0320 41 9. .0 1610.0 * 21 SEP 1140 141 13. .0 1610.0 * 21 SEP 2000 241 11. .0 1610.0 21 SEP 0325 42 9. .0 1610.0 * 21 SEP 1145 142 13. .0 1610.0 * 21 SEP 2005 242 11. .0 1610.0 21 SEP 0330 43 9. .0 1610.0 * 21 SEP 1150 143 13. .0 1610.0 * 21 SEP 2010 243 11. .0 1610.0 21 SEP 0335 44 9. .0 1610.0 * 21 SEP 1155 144 13. .0 1610.0 * 21 SEP 2015 244 11. .0 1610.0 I; 21 SEP 0340 45 9. .0 1610.0 * 21 SEP 1200 145 13. .0 1610.0 * 21 SEP 2020 245 11. .0 1610.0 21 SEP 0345 46 9. .0 1610.0 * 21 SEP 1205 146 13. .0 1610.0 * 21 SEP 2025 246 11. .0 1610.0 21 SEP 0350 47 9. .0 1610.0 * 21 SEP 1210 147 13. .0 1610.0 * 21 SEP 2030 247 11. .0 1610.0 21 SEP 0355 48 9. .0 1610.0 * 21 SEP 1215 148 14. .0 1610.0 * 21 SEP 2035 248 11. .0 1610.0 21 SEP 0400 49 9. .0 1610.0 * 21 SEP 1220 149 14. .0 1610.0 * 21 SEP 2040 249 10. .0 1610.0 1 21 SEP 0405 50 9. .0 1610.0 * 21 SEP 1225 150 14. .0 1610.0 * 21 SEP 2045 250 10. .0 1610.0 21 SEP 0410 51 9. .0 1610.0 * 21 SEP 1230 151 14. .0 1610.0 * 21 SEP 2050 251 10. .0 1610.0 21 SEP 0415 52 9. .0 1610.0 * 21 SEP 1235 152 14. .0 1610.0 * 21 SEP 2055 252 10. .0 1610.0 F" 21 SEP 0420 53 9. .0 1610.0 * 21 SEP 1240 153 14. .0 1610.0 * 21 SEP 2100 253 10. .0 1610.0 60 6 21 SEP 0425 54 9. .0 1610.0 * 21 SEP 1245 154 14. .0 1610.0 * 21 SEP 2105 254 10. .0 1610.0 21 SEP 0430 55 9. .0 1610.0 * 21 SEP 1250 155 15. .0 1610.0 * 21 SEP 2110 255 9. .0 1610.0 pm 21 SEP 0435 56 9. .0 1610.0 * 21 SEP 1255 156 15. .0 1610.0 * 21 SEP 2115 256 9. .0 1610.0 21 SEP 0440 57 9. .0 1610.0 * 21 SEP 1300 157 15. .0 1610.0 * 21 SEP 2120 257 9. .0 1610.0 Ili 21 SEP 0445 58 9. .0 1610.0 * 21 SEP 1305 158 16. .0 1610.0 * 21 SEP 2125 258 9. .0 1610.0 21 SEP 0450 59 9. .0 1610.0 * 21 SEP 1310 159 16. .0 1610.0 * 21 SEP 2130 259 9. .0 1610.0 21 SEP 0455 60 9. .0 1610.0 * 21 SEP 1315 160 16. .0 1610.0 * 21 SEP 2135 260 9. .0 1610.0 21 SEP 0500 61 9. .0 1610.0 * 21 SEP 1320 161 16. .0 1610.0 * 21 SEP 2140 261 9. .0 1610.0 21 SEP 0505 62 9. .0 1610.0 * 21 SEP 1325 162 16. .0 1610.0 * 21 SEP 2145 262 9. .0 1610.0 21 SEP 0510 63 9. .0 1610.0 * 21 SEP 1330 163 16. .0 1610.0 * 21 SEP 2150 263 9. .0 1610.0 21 SEP 0515 64 9. .0 1610.0 * 21 SEP 1335 164 16. .0 1610.0 * 21 SEP 2155 264 9. .0 1610.0 21 SEP 0520 65 9. .0 1610.0 * 21 SEP 1340 165 17. .0 1610.0 * 21 SEP 2200 265 9. .0 1610.0 !�* 21 SEP 0525 66 9. .0 1610.0 * 21 SEP 1345 166 17. .0 1610.0 * 21 SEP 2205 266 9. .0 1610.0 21 SEP 0530 67 9. .0 1610.0 * 21 SEP 1350 167 17. .0 1610.0 * 21 SEP 2210 267 9. .0 1610.0 21 SEP 0535 68 9. .0 1610.0 * 21 SEP 1355 168 17. .0 1610.0 * 21 SEP 2215 268 9. .0 1610.0 21 SEP 0540 69 9. .0 1610.0 * 21 SEP 1400 169 17. .0 1610.0 * 21 SEP 2220 269 9. .0 1610.0 ri 21 SEP 0545 70 9. .0 1610.0 * 21 SEP 1405 170 17. .0 1610.0 * 21 SEP 2225 270 9. .0 1610.0 21 SEP 0550 71 9. .0 1610.0 * 21 SEP 1410 171 17. .0 1610.0 * 21 SEP 2230 271 9. .0 1610.0 21 SEP 0555 72 9. .0 1610.0 * 21 SEP 1415 172 18. .0 1610.0 * 21 SEP 2235 272 9. .0 1610.0 21 SEP 0600 73 9. .0 1610.0 * 21 SEP 1420 173 18. .0 1610.0 * 21 SEP 2240 273 9. .0 1610.0 21 SEP 0605 74 9. .0 1610.0 * 21 SEP 1425 174 19. .0 1610.0 * 21 SEP 2245 274 9. .0 1610.0 1 11 ; 21 SEP 0610 75 9. .0 1610.0 * 21 SEP 1430 175 19. .0 1610.0 * 21 SEP 2250 275 9. .0 1610.0 21 SEP 0615 76 9. .0 1610.0 * 21 SEP 1435 176 20. .0 1610.0 * 21 SEP 2255 276 9. .0 1610.0 21 SEP 0620 77 9. .0 1610.0 * 21 SEP 1440 177 20. .0 1610.0 * 21 SEP 2300 277 9. .0 1610.0 21 SEP 0625 78 9. .0 1610.0 * 21 SEP 1445 178 20. .0 1610.0 * 21 SEP 2305 278 9. .0 1610.0 1: 21 SEP 0630 79 10. .0 1610.0 * 21 SEP 1450 179 21. .0 1610.0 * 21 SEP 2310 279 9. .0 1610.0 21 SEP 0635 80 10. .0 1610.0 * 21 SEP 1455 180 21. .0 1610.0 * 21 SEP 2315 280 9. .0 1610.0 21 SEP 0640 81 10. .0 1610.0 * 21 SEP 1500 181 22. .0 1610.0 * 21 SEP 2320 281 8. .0 1610.0 21 SEP 0645 82 10. .0 1610.0 * 21 SEP 1505 182 22. .0 1610.0 * 21 SEP 2325 282 8. .0 1610.0 21 SEP 0650 83 10. .0 1610.0 * 21 SEP 1510 183 23. .0 1610.0 * 21 SEP 2330 283 8. .0 1610.0 1; 21 SEP 0655 84 10. .0 1610.0 * 21 SEP 1515 184 24. .0 1610.0 * 21 SEP 2335 284 8. .0 1610.0 21 SEP 0700 85 10. .0 1610.0 * 21 SEP 1520 185 24. .0 1610.0 * 21 SEP 2340 285 8. .0 1610.0 21 SEP 0705 86 10. .0 1610.0 * 21 SEP 1525 186 24. .0 1610.0 * 21 SEP 2345 286 8. .0 1610.0 21 SEP 0710 87 10. .0 1610.0 * 21 SEP 1530 187 24. .0 1610.0 * 21 SEP 2350 287 8. .0 1610.0 i n , 21 SEP 0715 88 10. .0 1610.0 * 21 SEP 1535 188 24. .0 1610.0 * 21 SEP 2355 288 8. .0 1610.0 21 SEP 0720 89 10. .0 1610.0 * 21 SEP 1540 189 23. .0 1610.0 * 22 SEP 0000 289 8. .0 1610.0 21 SEP 0725 90 10. .0 1610.0 * 21 SEP 1545 190 25. .0 1610.0 * 22 SEP 0005 290 8. .0 1610.0 21 SEP 0730 91 10. .0 1610.0 * 21 SEP 1550 191 25. .0 1610.0 * 22 SEP 0010 291 8. .0 1610.0 21 SEP 0735 92 10. .0 1610.0 * 21 SEP 1555 192 25. .0 1610.0 * 22 SEP 0015 292 8. .0 1610.0 1; 21 SEP 0740 93 11. .0 1610.0 * 21 SEP 1600 193 25. .1 1610.1 * 22 SEP 0020 293 8. .0 1610.0 21 SEP 0745 94 11. .0 1610.0 * 21 SEP 1605 194 26. .2 1610.2 * 22 SEP 0025 294 8. .0 1610.0 21 SEP 0750 95 11. .0 1610.0 * 21 SEP 1610 195 27. .5 1610.5 * 22 SEP 0030 295 8. .0 1610.0 21 SEP 0755 96 11. .0 1610.0 * 21 SEP 1615 196 30. .9 1611.0 * 22 SEP 0035 296 8. .0 1610.0 21 SEP 0800 97 11. .0 1610.0 * 21 SEP 1620 197 33. 1.4 1611.7 * 22 SEP 0040 297 8. .0 1610.0 1: 21 SEP 0805 98 11. .0 1610.0 * 21 SEP 1625 198 37. 2.0 1612.2 * 22 SEP 0045 298 8. .0 1610.0 21 SEP 0810 99 11. .0 1610.0 * 21 SEP 1630 199 40. 2.3 1612.4 * 22 SEP 0050 299 8. .0 1610.0 21 SEP 0815 100 11. .0 1610.0 * 21 SEP 1635 200 41. 2.4 1612.5 * 22 SEP 0055 300 8. .0 1610.0 * r- 6 PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72-HR 24.92-HR Pm 41. 16.58 (CFS) 25. 14. 14. 14. (INCHES) 2.619 5.827 5.959 5.959 illi (AC -FT) 12. 27. 28. 28. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE c (AC -FT) (HR) 6-HR 24-HR 72-HR 24.92-HR 2. 16.58 1. 0. 0. 0. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR ii 1612.54 16.58 1610.61 1610.15 1610.15 1610.15 CUMULATIVE AREA = .09 SG MI It * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** r i t * * * * * * * * * * * * ** * * 379 KK * E * * * * * * * * * * * * * ** ii 381 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL Pm IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE Pm HYDROGRAPH ROUTING DATA ho 382 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES �' ITYP ELEV TYPE OF INITIAL CONDITION 1 RSVRIC 1592.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT pm 383 SV STORAGE .0 .0 1.8 4.3 7.8 12.9 19.6 Il 384 SE ELEVATION 1592.00 1592.01 1594.00 1596.00 1598.00 1600.00 1602.00 385 SQ DISCHARGE 0. 3. 4. 6. 9. 9. 9. P 6 * ** pm HYDROGRAPH AT STATION E li * * im DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 0. .0 1592.0 * 21 SEP 0820 101 2. .0 1592.0 * 21 SEP 1640 201 3. .7 1592.7 21 SEP 0005 2 1. .0 1592.0 * 21 SEP 0825 102 2. .0 1592.0 * 21 SEP 1645 202 3. .7 1592.7 21 SEP 0010 3 1. .0 1592.0 * 21 SEP 0830 103 2. .0 1592.0 * 21 SEP 1650 203 3. .7 1592.7 21 SEP 0015 4 1. .0 1592.0 * 21 SEP 0835 104 2. .0 1592.0 * 21 SEP 1655 204 3. .7 1592.7 21 SEP 0020 5 1. .0 1592.0 * 21 SEP 0840 105 2. .0 1592.0 * 21 SEP 1700 205 3. .7 1592.7 21 SEP 0025 6 1. .0 1592.0 * 21 SEP 0845 106 2. .0 1592.0 * 21 SEP 1705 206 3. .7 1592.7 21 SEP 0030 7 1. .0 1592.0 * 21 SEP 0850 107 2. .0 1592.0 * 21 SEP 1710 207 3. .7 1592.7 li 21 SEP 0035 8 1. .0 1592.0 * 21 SEP 0855 108 2. .0 1592.0 * 21 SEP 1715 208 3. .7 1592.7 21 SEP 0040 9 1. .0 1592.0 * 21 SEP 0900 109 2. .0 1592.0 * 21 SEP 1720 209 3. .7 1592.7 21 SEP 0045 10 1. .0 1592.0 * 21 SEP 0905 110 2. .0 1592.0 * 21 SEP 1725 210 3. .7 1592.7 21 SEP 0050 11 1. .0 1592.0 * 21 SEP 0910 111 2. .0 1592.0 * 21 SEP 1730 211 3. .7 1592.7 I; 21 SEP 0055 12 1. .0 1592.0 * 21 SEP 0915 112 2. .0 1592.0 * 21 SEP 1735 212 3. .7 1592.7 21 SEP 0100 13 1. .0 1592.0 * 21 SEP 0920 113 2. .0 1592.0 * 21 SEP 1740 213 3. .7 1592.7 21 SEP 0105 14 1. .0 1592.0 * 21 SEP 0925 114 2. .0 1592.0 * 21 SEP 1745 214 3. .6 1592.7 21 SEP 0110 15 1. .0 1592.0 * 21 SEP 0930 115 2. .0 1592.0 * 21 SEP 1750 215 3. .6 1592.7 21 SEP 0115 16 1. .0 1592.0 * 21 SEP 0935 116 2. .0 1592.0 * 21 SEP 1755 216 3. .6 1592.7 . 21 SEP 0120 17 1. .0 1592.0 * 21 SEP 0940 117 2. .0 1592.0 * 21 SEP 1800 217 3. .6 1592.7 IL 21 SEP 0125 18 1. .0 1592.0 * 21 SEP 0945 118 2. .0 1592.0 * 21 SEP 1805 218 3. .6 1592.7 II 21 SEP 0130 19 1. .0 1592.0 * 21 SEP 0950 119 2. .0 1592.0 * 21 SEP 1810 219 3. .6 1592.7 21 SEP 0135 20 1. .0 1592.0 * 21 SEP 0955 120 2. .0 1592.0 * 21 SEP 1815 220 3. .6 1592.7 21 SEP 0140 21 1. .0 1592.0 * 21 SEP 1000 121 2. .0 1592.0 * 21 SEP 1820 221 3. .6 1592.7 pm ai 21 SEP 0145 22 1. .0 1592.0 * 21 SEP 1005 122 2. .0 1592.0 * 21 SEP 1825 222 3. .6 1592.7 21 SEP 0150 23 1. .0 1592.0 * 21 SEP 1010 123 2. .0 1592.0 * 21 SEP 1830 223 3. .6 1592.6 21 SEP 0155 24 1. .0 1592.0 * 21 SEP 1015 124 2. .0 1592.0 * 21 SEP 1835 224 3. .6 1592.6 21 SEP 0200 25 1. .0 1592.0 * 21 SEP 1020 125 2. .0 1592.0 * 21 SEP 1840 225 3. .6 1592.6 ii 21 SEP 0205 26 1. .0 1592.0 * 21 SEP 1025 126 2. .0 1592.0 * 21 SEP 1845 226 3. .6 1592.6 21 SEP 0210 27 1. .0 1592.0 * 21 SEP 1030 127 2. .0 1592.0 * 21 SEP 1850 227 3. .6 1592.6 21 SEP 0215 28 1. .0 1592.0 * 21 SEP 1035 128 2. .0 1592.0 * 21 SEP 1855 228 3. .6 1592.6 21 SEP 0220 29 1. .0 1592.0 * 21 SEP 1040 129 2. .0 1592.0 * 21 SEP 1900 229 3. .6 1592.6 21 SEP 0225 30 1. .0 1592.0 * 21 SEP 1045 130 2. .0 1592.0 * 21 SEP 1905 230 3. .5 1592.6 21 SEP 0230 31 1. .0 1592.0 * 21 SEP 1050 131 2. .0 1592.0 * 21 SEP 1910 231 3. .5 1592.6 ', 21 SEP 0235 32 1. .0 1592.0 * 21 SEP 1055 132 2. .0 1592.0 * 21 SEP 1915 232 3. .5 1592.6 21 SEP 0240 33 1. .0 1592.0 * 21 SEP 1100 133 2. .0 1592.0 * 21 SEP 1920 233 3. .5 1592.6 21 SEP 0245 34 1. .0 1592.0 * 21 SEP 1105 134 2. .0 1592.0 * 21 SEP 1925 234 3. .5 1592.6 ii 21 SEP 0250 35 1. .0 1592.0 * 21 SEP 1110 135 2. .0 1592.0 * 21 SEP 1930 235 3. .5 1592.6 21 SEP 0255 36 1. .0 1592.0 * 21 SEP 1115 136 2. .0 1592.0 * 21 SEP 1935 236 3. .5 1592.6 21 SEP 0300 37 1. .0 1592.0 * 21 SEP 1120 137 2. .0 1592.0 * 21 SEP 1940 237 3. .5 1592.6 21 SEP 0305 38 1. .0 1592.0 * 21 SEP 1125 138 2. .0 1592.0 * 21 SEP 1945 238 3. .5 1592.5 21 SEP 0310 39 1. .0 1592.0 * 21 SEP 1130 139 2. .0 1592.0 * 21 SEP 1950 239 3. .5 1592.5 I; 21 SEP 0315 40 1. .0 1592.0 * 21•SEP 1135 140 2. .0 1592.0 * 21 SEP 1955 240 3. .5 1592.5 21 SEP 0320 41 1. .0 1592.0 * 21 SEP 1140 141 2. .0 1592.0 * 21 SEP 2000 241 3. .5 1592.5 21 SEP 0325 42 1. .0 1592.0 * 21 SEP 1145 142 2. .0 1592.0 * 21 SEP 2005 242 3. .5 1592.5 21 SEP 0330 43 1. .0 1592.0 * 21 SEP 1150 143 2. .0 1592.0 * 21 SEP 2010 243 3. .5 1592.5 1; 21 SEP 0335 44 1. .0 1592.0 * 21 SEP 1155 144 2. .0 1592.0 * 21 SEP 2015 244 3. .5 1592.5 21 SEP 0340 45 1. .0 1592.0 * 21 SEP 1200 145 2. .0 1592.0 * 21 SEP 2020 245 3. .5 1592.5 21 SEP 0345 46 1. .0 1592.0 * 21 SEP 1205 146 2. .0 1592.0 * 21 SEP 2025 246 3. .4 1592.5 21 SEP 0350 47 1. .0 1592.0 * 21 SEP 1210 147 2. .0 1592.0 * 21 SEP 2030 247 3. .4 1592.5 21 SEP 0355 48 1. .0 1592.0 * 21 SEP 1215 148 2. .0 1592.0 * 21 SEP 2035 248 3. .4 1592.5 I: 21 SEP 0400 49 1. .0 1592.0 * 21 SEP 1220 149 2. .0 1592.0 * 21 SEP 2040 249 3. .4 1592.5 21 SEP 0405 50 1. .0 1592.0 * 21 SEP 1225 150 2. .0 1592.0 * 21 SEP 2045 250 3. .4 1592.5 21 SEP 0410 51 1. .0 1592.0 * 21 SEP 1230 151 2. .0 1592.0 * 21 SEP 2050 251 3. .4 1592.4 21 SEP 0415 52 1. .0 1592.0 * 21 SEP 1235 152 2. .0 1592.0 * 21 SEP 2055 252 3. .4 1592.4 ,,, 21 SEP 0420 53 1. .0 1592.0 * 21 SEP 1240 153 2. .0 1592.0 * 21 SEP 2100 253 3. .4 1592.4 i Asooreumusimirraiim 21 SEP 0425 54 1. .0 1592.0 * 21 SEP 1245 154 2. .0 1592.0 * 21 SEP 2105 254 3. .4 1592.4 21 SEP 0430 55 1. .0 1592.0 * 21 SEP 1250 155 2. .0 1592.0 * 21 SEP 2110 255 3. .4 1592.4 21 SEP 0435 56 1. .0 1592.0 * 21 SEP 1255 156 2. .0 1592.0 * 21 SEP 2115 256 3. .3 1592.4 21 SEP 0440 57 1. .0 1592.0 * 21 SEP 1300 157 2. .0 1592.0 * 21 SEP 2120 257 3. .3 1592.4 21 SEP 0445 58 1. .0 1592.0 * 21 SEP 1305 158 2. .0 1592.0 * 21 SEP 2125 258 3. .3 1592.3 21 SEP 0450 59 1. .0 1592.0 * 21 SEP 1310 159 2. .0 1592.0 * 21 SEP 2130 259 3. .3 1592.3 21 SEP 0455 60 1. .0 1592.0 * 21 SEP 1315 160 2. .0 1592.0 * 21 SEP 2135 260 3. .3 1592.3 I; 21 SEP 0500 61 1. .0 1592.0 * 21 SEP 1320 161 2. .0 1592.0 * 21 SEP 2140 261 3. .3 1592.3 21 SEP 0505 62 1. .0 1592.0 * 21 SEP 1325 162 2. .0 1592.0 * 21 SEP 2145 262 3. .3 1592.3 21 SEP 0510 63 1. .0 1592.0 * 21 SEP 1330 163 2. .0 1592.0 * 21 SEP 2150 263 3. .3 1592.3 21 SEP 0515 64 1. .0 1592.0 * 21 SEP 1335 164 2. .0 1592.0 * 21 SEP 2155 264 3. .2 1592.3 21 SEP 0520 65 1. .0 1592.0 * 21 SEP 1340 165 2. .0 1592.0 * 21 SEP 2200 265 3. .2 1592.3 21 SEP 0525 66 1. .0 1592.0 * 21 SEP 1345 166 2. .0 1592.0 * 21 SEP 2205 266 3. .2 1592.2 21 SEP 0530 67 1. .0 1592.0 * 21 SEP 1350 167 2. .0 1592.0 * 21 SEP 2210 267 3. .2 1592.2 21 SEP 0535 68 1. .0 1592.0 * 21 SEP 1355 168 2. .0 1592.0 * 21 SEP 2215 268 3. .2 1592.2 21 SEP 0540 69 1. .0 1592.0 * 21 SEP 1400 169 3. .0 1592.0 * 21 SEP 2220 269 3. .2 1592.2 I: 21 SEP 0545 70 1. .0 1592.0 * 21 SEP 1405 170 3. .0 1592.0 * 21 SEP 2225 270 3. .2 1592.2 21 SEP 0550 71 1. .0 1592.0 * 21 SEP 1410 171 3. .0 1592.0 * 21 SEP 2230 271 3. .2 1592.2 21 SEP 0555 72 1. .0 1592.0 * 21 SEP 1415 172 3. .0 1592.0 * 21 SEP 2235 272 3. .2 1592.2 21 SEP 0600 73 1. .0 1592.0 * 21 SEP 1420 173 3. .0 1592.0 * 21 SEP 2240 273 3. .1 1592.2 1; 21 SEP 0605 74 1. .0 1592.0 * 21 SEP 1425 174 3. .0 1592.0 * 21 SEP 2245 274 3. .1 1592.1 21 SEP 0610 75 1. .0 1592.0 * 21 SEP 1430 175 3. .0 1592.0 * 21 SEP 2250 275 3. .1 1592.1 21 SEP 0615 76 1. .0 1592.0 * 21 SEP 1435 176 3. .0 1592.0 * 21 SEP 2255 276 3. .1 1592.1 21 SEP 0620 77 1. .0 1592.0 * 21 SEP 1440 177 3. .0 1592.0 * 21 SEP 2300 277 3. .1 1592.1 21 SEP 0625 78 1. .0 1592.0 * 21 SEP 1445 178 3. .0 1592.0 * 21 SEP 2305 278 3. .1 1592.1 pm 21 SEP 0630 79 1. .0 1592.0 * 21 SEP 1450 179 3. .0 1592.0 * 21 SEP 2310 279 3. .1 1592.1 ili 21 SEP 0635 80 1. .0 1592.0 * 21 SEP 1455 180 3. .0 1592.0 * 21 SEP 2315 280 3. .1 1592.1 21 SEP 0640 81 1. .0 1592.0 * 21 SEP 1500 181 3. .0 1592.0 * 21 SEP 2320 281 3. .0 1592.1 21 SEP 0645 82 1. .0 1592.0 * 21 SEP 1505 182 3. .0 1592.1 * 21 SEP 2325 282 3. .0 1592.0 21 SEP 0650 83 1. .0 1592.0 * 21 SEP 1510 183 3. .1 1592.1 * 21 SEP 2330 283 3. .0 1592.0 21 SEP 0655 84 1. .0 1592.0 * 21 SEP 1515 184 3. .1 1592.1 * 21 SEP 2335 284 3. .0 1592.0 21 SEP 0700 85 1. .0 1592.0 * 21 SEP 1520 185 3. .1 1592.1 * 21 SEP 2340 285 2. .0 1592.0 21 SEP 0705 86 1. .0 1592.0 * 21 SEP 1525 186 3. .1 1592.1 * 21 SEP 2345 286 1. .0 1592.0 21 SEP 0710 87 1. .0 1592.0 * 21 SEP 1530 187 3. .1 1592.1 * 21 SEP 2350 287 1. .0 1592.0 r im 21 SEP 0715 88 1. .0 1592.0 * 21 SEP 1535 188 3. .1 1592.1 * 21 SEP 2355 288 1. .0 1592.0 21 SEP 0720 89 1. .0 1592.0 * 21 SEP 1540 189 3. .1 1592.1 * 22 SEP 0000 289 1. .0 1592.0 21 SEP 0725 90 1. .0 1592.0 * 21 SEP 1545 190 3. .1 1592.1 * 22 SEP 0005 290 1. .0 1592.0 21 SEP 0730 91 2. .0 1592.0 * 21 SEP 1550 191 3. .1 1592.1 * 22 SEP 0010 291 1. .0 1592.0 21 SEP 0735 92 2. .0 1592.0 * 21 SEP 1555 192 3. .1 1592.1 * 22 SEP 0015 292 1. .0 1592.0 21 SEP 0740 93 2. .0 1592.0 * 21 SEP 1600 193 3. .2 1592.2 * 22 SEP 0020 293 1. .0 1592.0 21 SEP 0745 94 2. .0 1592.0 * 21 SEP 1605 194 3. .2 1592.2 * 22 SEP 0025 294 1. .0 1592.0 21 SEP 0750 95 2. .0 1592.0 * 21 SEP 1610 195 3. .3 1592.3 * 22 SEP 0030 295 1. .0 1592.0 21 SEP 0755 96 2. .0 1592.0 * 21 SEP 1615 196 3. .4 1592.4 * 22 SEP 0035 296 1. .0 1592.0 I: 21 SEP 0800 97 2. .0 1592.0 * 21 SEP 1620 197 3. .5 1592.6 * 22 SEP 0040 297 1. .0 1592.0 21 SEP 0805 98 2. .0 1592.0 * 21 SEP 1625 198 3. .6 1592.7 * 22 SEP 0045 298 1. .0 1592.0 21 SEP 0810 99 2. .0 1592.0 * 21 SEP 1630 199 3. .7 1592.7 * 22 SEP 0050 299 1. .0 1592.0 21 SEP 0815 100 2. .0 1592.0 * 21 SEP 1635 200 3. .7 1592.7 * 22 SEP 0055 300 1. .0 1592.0 * * r ili PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6-HR 24 -HR 72-HR 24.92 -HR P 3. 17.33 (CFS) 3. 2. 2. 2. (INCHES) .453 1.258 1.281 1.281 il (AC -FT) 1. 4. 4. 4. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE r'" (AC-FT) (HR) 6-HR 24 -HR 72 -HR 24.92 -HR ii 1. 17.00 1. 0. 0. 0. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72-HR 24.92 -HR 1592.75 17.33 1592.56 1592.15 1592.15 1592.15 11 CUMULATIVE AREA = .06 SG MI 1 * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** API ii * * 429 KK * F * IA * * 1 431 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL ii l i IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE i; HYDROGRAPH ROUTING DATA 432 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES gol ITYP ELEV TYPE OF INITIAL CONDITION 1 RSVRIC 1536.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 1 1; 433 SV STORAGE .0 .0 2.5 7.9 16.0 27.1 41.0 57.0 74.9 434 SE ELEVATION 1536.00 1536.01 1538.00 1540.00 1542.00 1544.00 1546.00 1548.00 1550.00 435 SO DISCHARGE 0. 10. 15. 24. 35. 35. 35. 35. 35. * ** * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 10. 111; THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) PP HYDROGRAPH AT STATION F 1. * * im DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * II 21 SEP 0000 1 0. .0 1536.0 * 21 SEP 0820 101 11. .2 1536.2 * 21 SEP 1640 201 22. 6.5 1539.5 21 SEP 0005 2 10. .0 1536.0 * 21 SEP 0825 102 11. .2 1536.2 * 21 SEP 1645 202 22. 6.6 1539.5 21 SEP 0010 3 10. .0 1536.0 * 21 SEP 0830 103 11. .3 1536.2 * 21 SEP 1650 203 22. 6.6 1539.5 I; 21 SEP 0015 4 10. .0 1536.0 * 21 SEP 0835 104 11. .3 1536.2 * 21 SEP 1655 204 22. 6.6 1539.5 21 SEP 0020 5 8. .0 1536.0 * 21 SEP 0840 105 11. .3 1536.2 * 21 SEP 1700 205 22. 6.7 1539.5 21 SEP 0025 6 9. .0 1536.0 * 21 SEP 0845 106 11. .3 1536.2 * 21 SEP 1705 206 22. 6.7 1539.5 21 SEP 0030 7 9. .0 1536.0 * 21 SEP 0850 107 11. .3 1536.2 * 21 SEP 1710 207 22. 6.7 1539.5 21 SEP 0035 8 9. .0 1536.0 * 21 SEP 0855 108 11. .3 1536.2 * 21 SEP 1715 208 22. 6.7 1539.5 fr 21 SEP 0040 9 9. .0 1536.0 * 21 SEP 0900 109 11. .3 1536.2 * 21 SEP 1720 209 22. 6.6 1539.5 r 21 SEP 0045 10 9. .0 1536.0 * 21 SEP 0905 110 11. .3 1536.3 * 21 SEP 1725 210 22. 6.6 1539.5 21 SEP 0050 11 9. .0 1536.0 * 21 SEP 0910 111 11. .3 1536.3 * 21 SEP 1730 211 22. 6.6 1539.5 21 SEP 0055 12 9. .0 1536.0 * 21 SEP 0915 112 11. .3 1536.3 * 21 SEP 1735 212 22. 6.6 1539.5 21 SEP 0100 13 9. .0 1536.0 * 21 SEP 0920 113 11. .4 1536.3 * 21 SEP 1740 213 22. 6.6 1539.5 21 SEP 0105 14 9. .0 1536.0 * 21 SEP 0925 114 11. .4 1536.3 * 21 SEP 1745 214 22. 6.5 1539.5 21 SEP 0110 15 9. .0 1536.0 * 21 SEP 0930 115 11. .4 1536.3 * 21 SEP 1750 215 22. 6.5 1539.5 21 SEP 0115 16 9. .0 1536.0 * 21 SEP 0935 116 11. .4 1536.3 * 21 SEP 1755 216 22. 6.5 1539.5 21 SEP 0120 17 9. .0 1536.0 * 21 SEP 0940 117 11. .4 1536.3 * 21 SEP 1800 217 22. 6.4 1539.5 r 21 SEP 0125 18 9. .0 1536.0 * 21 SEP 0945 118 11. .4 1536.3 * 21 SEP 1805 218 22. 6.4 1539.4 L 21 SEP 0130 19 9. .0 1536.0 * 21 SEP 0950 119 11. .4 1536.4 * 21 SEP 1810 219 22. 6.4 1539.4 21 SEP 0135 20 9. .0 1536.0 * 21 SEP 0955 120 11. .5 1536.4 * 21 SEP 1815 220 22. 6.3 1539.4 21 SEP 0140 21 9. .0 1536.0 * 21 SEP 1000 121 11. .5 1536.4 * 21 SEP 1820 221 21. 6.3 1539.4 l,,. 21 SEP 0145 22 9. .0 1536.0 * 21 SEP 1005 122 11. .5 1536.4 * 21 SEP 1825 222 21. 6.3 1539.4 i 21 SEP 0150 23 10. .0 1536.0 * 21 SEP 1010 123 11. .5 1536.4 * 21 SEP 1830 223 21. 6.2 1539.4 21 SEP 0155 24 10. .0 1536.0 * 21 SEP 1015 124 11. .5 1536.4 * 21 SEP 1835 224 21. 6.2 1539.4 21 SEP 0200 25 10. .0 1536.0 * 21 SEP 1020 125 11. .5 1536.4 * 21 SEP 1840 225 21. 6.1 1539.3 21 SEP 0205 26 10. .0 1536.0 * 21 SEP 1025 126 11. .5 1536.4 * 21 SEP 1845 226 21. 6.1 1539.3 21 SEP 0210 27 10. .0 1536.0 * 21 SEP 1030 127 11. .6 1536.5 * 21 SEP 1850 227 21. 6.0 1539.3 21 SEP 0215 28 10. .0 1536.0 * 21 SEP 1035 128 11. .6 1536.5 * 21 SEP 1855 228 21. 6.0 1539.3 21 SEP 0220 29 10. .0 1536.0 * 21 SEP 1040 129 11. .6 1536.5 * 21 SEP 1900 229 21. 5.9 1539.3 21 SEP 0225 30 10. .0 1536.0 * 21 SEP 1045 130 11. .6 1536.5 * 21 SEP 1905 230 21. 5.9 1539.3 ppm 21 SEP 0230 31 10. .0 1536.0 * 21 SEP 1050 131 11. .6 1536.5 * 21 SEP 1910 231 21. 5.9 1539.2 i d 21 SEP 0235 32 10. .0 1536.0 * 21 SEP 1055 132 11. .6 1536.5 * 21 SEP 1915 232 21. 5.8 1539.2 II 21 SEP 0240 33 10. .0 1536.0 * 21 SEP 1100 133 11. .7 1536.5 * 21 SEP 1920 233 20. 5.8 1539.2 21 SEP 0245 34 10. .0 1536.0 * 21 SEP 1105 134 11. .7 1536.6 * 21 SEP 1925 234 20. 5.7 1539.2 21 SEP 0250 35 10. .0 1536.0 * 21 SEP 1110 135 11. .7 1536.6 * 21 SEP 1930 235 20. 5.7 1539.2 91 21 SEP 0255 36 10. .0 1536.0 * 21 SEP 1115 136 12. .7 1536.6 * 21 SEP 1935 236 20. 5.6 1539.1 li 21 SEP 0300 37 10. .0 1536.0 * 21 SEP 1120 137 12. .7 1536.6 * 21 SEP 1940 237 20. 5.6 1539.1 mil 21 SEP 0305 38 10. .0 1536.0 * 21 SEP 1125 138 12. .8 1536.6 * 21 SEP 1945 238 20. 5.5 1539.1 21 SEP 0310 39 10. .0 1536.0 * 21 SEP 1130 139 12. .8 1536.6 * 21 SEP 1950 239 20. 5.5 1539.1 21 SEP 0315 40 10. .0 1536.0 * 21 SEP 1135 140 12. .8 1536.7 * 21 SEP 1955 240 20. 5.4 1539.1 21 SEP 0320 41 10. .0 1536.0 * 21 SEP 1140 141 12. .8 1536.7 * 21 SEP 2000 241 20. 5.4 1539.1 21 SEP 0325 42 10. .0 1536.0 * 21 SEP 1145 142 12. .9 1536.7 * 21 SEP 2005 242 20. 5.3 1539.0 21 SEP 0330 43 10. .0 1536.0 * 21 SEP 1150 143 12. .9 1536.7 * 21 SEP 2010 243 20. 5.3 1539.0 21 SEP 0335 44 10. .0 1536.0 * 21 SEP 1155 144 12. .9 1536.7 * 21 SEP 2015 244 19. 5.2 1539.0 21 SEP 0340 45 10. .0 1536.0 * 21 SEP 1200 145 12. .9 1536.7 * 21 SEP 2020 245 19. 5.2 1539.0 2 1 SEP 0345 46 10. .0 1536.0 * 21 SEP 1205 146 12. .9 1536.8 * 21 SEP 2025 246 19. 5.1 1539.0 21 SEP 0350 47 10. .0 1536.0 * 21 SEP 1210 147 12. 1.0 1536.8 * 21 SEP 2030 247 19. 5.1 1538.9 21 SEP 0355 48 10. .0 1536.0 * 21 SEP 1215 148 12. 1.0 1536.8 * 21 SEP 2035 248 19. 5.0 1538.9 p „ 21 SEP 0400 49 10. .0 1536.0 * 21 SEP 1220 149 12. 1.0 1536.8 * 21 SEP 2040 249 19. 5.0 1538.9 ill 21 SEP 0405 50 10. .0 1536.0 * 21 SEP 1225 150 12. 1.0 1536.8 * 21 SEP 2045 250 19. 4.9 1538.9 21 SEP 0410 51 10. .0 1536.0 * 21 SEP 1230 151 12. 1.1 1536.9 * 21 SEP 2050 251 19. 4.9 1538.9 lEt 21 SEP 0415 52 10. .0 1536.0 * 21 SEP 1235 152 12. 1.1 1536.9 * 21 SEP 2055 252 19. 4.8 1538.9 21 SEP 0420 53 10. .0 1536.0 * 21 SEP 1240 153 12. 1.1 1536.9 * 21 SEP 2100 253 19. 4.7 1538.8 21 SEP 0425 54 10. .0 1536.0 * 21 SEP 1245 154 12. 1.2 1536.9 * 21 SEP 2105 254 19. 4.7 1538.8 21 SEP 0430 55 10. .0 1536.0 * 21 SEP 1250 155 12. 1.2 1536.9 * 21 SEP 2110 255 18. 4.6 1538.8 21 SEP 0435 56 10. .0 1536.0 * 21 SEP 1255 156 12. 1.2 1537.0 * 21 SEP 2115 256 18. 4.6 1538.8 21 SEP 0440 57 10. .0 1536.0 * 21 SEP 1300 157 12. 1.2 1537.0 * 21 SEP 2120 257 18. 4.5 1538.8 21 SEP 0445 58 10. .0 1536.0 * 21 SEP 1305 158 12. 1.3 1537.0 * 21 SEP 2125 258 18. 4.5 1538.7 21 SEP 0450 59 10. .0 1536.0 * 21 SEP 1310 159 12. 1.3 1537.0 * 21 SEP 2130 259 18. 4.4 1538.7 21 SEP 0455 60 10. .0 1536.0 * 21 SEP 1315 160 13. 1.3 1537.1 * 21 SEP 2135 260 18. 4.4 1538.7 ri 21 SEP 0500 61 10. .0 1536.0 * 21 SEP 1320 161 13. 1.4 1537.1 * 21 SEP 2140 261 18. 4.3 1538.7 21 SEP 0505 62 10. .0 1536.0 * 21 SEP 1325 162 13. 1.4 1537.1 * 21 SEP 2145 262 18. 4.3 1538.7 21 SEP 0510 63 10. .0 1536.0 * 21 SEP 1330 163 13. 1.4 1537.2 * 21 SEP 2150 263 18. 4.3 1538.7 21 SEP 0515 64 10. .0 1536.0 * 21 SEP 1335 164 13. 1.5 1537.2 * 21 SEP 2155 264 18. 4.2 1538.6 21 SEP 0520 65 10. .0 1536.0 * 21 SEP 1340 165 13. 1.5 1537.2 * 21 SEP 2200 265 18. 4.2 1538.6 il mli 21 SEP 0525 66 10. .0 1536.0 * 21 SEP 1345 166 13. 1.5 1537.2 * 21 SEP 2205 266 17. 4.1 1538.6 21 SEP 0530 67 10. .0 1536.0 * 21 SEP 1350 167 13. 1.6 1537.3 * 21 SEP 2210 267 17. 4.1 1538.6 21 SEP 0535 68 10. .0 1536.0 * 21 SEP 1355 168 13. 1.6 1537.3 * 21 SEP 2215 268 17. 4.0 1538.6 21 SEP 0540 69 10. .0 1536.0 * 21 SEP 1400 169 13. 1.7 1537.3 * 21 SEP 2220 269 17. 4.0 1538.5 ri 21 SEP 0545 70 10. .0 1536.0 * 21 SEP 1405 170 13. 1.7 1537.4 * 21 SEP 2225 270 17. 3.9 1538.5 21 SEP 0550 71 10. .0 1536.0 * 21 SEP 1410 171 13. 1.8 1537.4 * 21 SEP 2230 271 17. 3.9 1538.5 21 SEP 0555 72 10. .1 1536.0 * 21 SEP 1415 172 13. 1.8 1537.5 * 21 SEP 2235 272 17. 3.8 1538.5 21 SEP 0600 73 10. .1 1536.0 * 21 SEP 1420 173 13. 1.8 1537.5 * 21 SEP 2240 273 17. 3.8 1538.5 21 SEP 0605 74 10. .1 1536.1 * 21 SEP 1425 174 14. 1.9 1537.5 * 21 SEP 2245 274 17. 3.7 1538.5 I; 21 SEP 0610 75 10. .1 1536.1 * 21 SEP 1430 175 14. 1.9 1537.6 * 21 SEP 2250 275 17. 3.7 1538.4 21 SEP 0615 76 10. .1 1536.1 * 21 SEP 1435 176 14. 2.0 1537.6 * 21 SEP 2255 276 17. 3.6 1538.4 21 SEP 0620 77 10. .1 1536.1 * 21 SEP 1440 177 14. 2.1 1537.7 * 21 SEP 2300 277 16. 3.6 1538.4 21 SEP 0625 78 10. .1 1536.1 * 21 SEP 1445 178 14. 2.1 1537.7 * 21 SEP 2305 278 16. 3.5 1538.4 ,tsm 21 SEP 0630 79 10. .1 1536.1 * 21 SEP 1450 179 14. 2.2 1537.7 * 21 SEP 2310 279 16. 3.5 1538.4 ki 21 SEP 0635 80 10. .1 1536.1 * 21 SEP 1455 180 14. 2.2 1537.8 * 21 SEP 2315 280 16. 3.4 1538.4 21 SEP 0640 81 10. .1 1536.1 * 21 SEP 1500 181 14. 2.3 1537.9 * 21 SEP 2320 281 16. 3.4 1538.3 21 SEP 0645 82 10. .1 1536.1 * 21 SEP 1505 182 14. 2.4 1537.9 * 21 SEP 2325 282 16. 3.4 1538.3 21 SEP 0650 83 10. .1 1536.1 * 21 SEP 1510 183 14. 2.4 1538.0 * 21 SEP 2330 283 16. 3.3 1538.3 21 SEP 0655 84 10. .1 1536.1 * 21 SEP 1515 184 15. 2.5 1538.0 * 21 SEP 2335 284 16. 3.3 1538.3 21 SEP 0700 85 10. .1 1536.1 * 21 SEP 1520 185 15. 2.6 1538.0 * 21 SEP 2340 285 16. 3.2 1538.3 21 SEP 0705 86 10. .1 1536.1 * 21 SEP 1525 186 15. 2.7 1538.1 * 21 SEP 2345 286 16. 3.2 1538.3 21 SEP 0710 87 10. .1 1536.1 * 21 SEP 1530 187 15. 2.8 1538.1 * 21 SEP 2350 287 16. 3.1 1538.2 21 SEP 0715 88 10. .1 1536.1 * 21 SEP 1535 188 15. 2.8 1538.1 * 21 SEP 2355 288 16. 3.1 1538.2 21 SEP 0720 89 10. .1 1536.1 * 21 SEP 1540 189 15. 2.9 1538.2 * 22 SEP 0000 289 16. 3.0 1538.2 21 SEP 0725 90 10. .1 1536.1 * 21 SEP 1545 190 15. 3.0 1538.2 * 22 SEP 0005 290 15. 3.0 1538.2 21 SEP 0730 91 11. .1 1536.1 * 21 SEP 1550 191 16. 3.1 1538.2 * 22 SEP 0010 291 15. 3.0 1538.2 21 SEP 0735 92 11. .1 1536.1 * 21 SEP 1555 192 16. 3.2 1538.3 * 22 SEP 0015 292 15. 2.9 1538.2 An 21 SEP 0740 93 11. .2 1536.1 * 21 SEP 1600 193 16. 3.3 1538.3 * 22 SEP 0020 293 15. 2.9 1538.1 21 SEP 0745 94 11. .2 1536.1 * 21 SEP 1605 194 16. 3.5 1538.4 * 22 SEP 0025 294 15. 2.8 1538.1 ON 21 SEP 0750 95 11. .2 1536.1 * 21 SEP 1610 195 17. 3.8 1538.5 * 22 SEP 0030 295 15. 2.8 1538.1 21 SEP 0755 96 11. .2 1536.2 * 21 SEP 1615 196 18. 4.3 1538.7 * 22 SEP 0035 296 15. 2.7 1538.1 21 SEP 0800 97 11. .2 1536.2 * 21 SEP 1620 197 19. 4.9 1538.9 * 22 SEP 0040 297 15. 2.7 1538.1 r 21 SEP 0805 98 11. .2 1536.2 * 21 SEP 1625 198 20. 5.5 1539.1 * 22 SEP 0045 298 15. 2.7 1538.1 6 21 SEP 0810 99 11. .2 1536.2 * 21 SEP 1630 199 21. 5.9 1539.3 * 22 SEP 0050 299 15. 2.6 1538.1 21 SEP 0815 100 11. .2 1536.2 * 21 SEP 1635 200 21. 6.3 1539.4 * 22 SEP 0055 300 15. 2.6 1538.0 * * P* il PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 22. 17.08 (CFS) 20. 14. 14. 14. '^ (INCHES) .676 1.883 1.929 1.929 iii (AC-FT) 10. 28. 28. 28. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE pr (AC-FT) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR il 7. 17.08 6. 2. 2. 2. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72-HR 24.92-HR E l i 1539.53 17.08 1539.14 1537.38 1537.33 1537.33 CUMULATIVE AREA = .28 SG MI ir * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** r II * * 484 KK * I * !m * * 10 Pm 486 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL GSCAL 0. HYDROGRAPH PLOT SCALE f"' HYDROGRAPH ROUTING DATA 487 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES !Mu ITYP ELEV TYPE OF INITIAL CONDITION iii RSVRIC 1546.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 488 SV STORAGE .0 .0 .9 4.7 12.8 24.2 39.7 MO 489 SE ELEVATION 1546.00 1546.01 1548.00 1550.00 1552.00 1554.00 1556.00 490 SO DISCHARGE 0. 13. 18. 31. 44. 44. 44. * 1; ** * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 13. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. p! THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) II HYDROGRAPH AT STATION I * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 0. .0 1546.0 * 21 SEP 0820 101 1. .0 1546.0 * 21 SEP 1640 201 16. .5 1547.1 21 SEP 0005 2 2. .0 1546.0 * 21 SEP 0825 102 1. .0 1546.0 * 21 SEP 1645 202 16. .6 1547.2 21 SEP 0010 3 1. .0 1546.0 * 21 SEP 0830 103 1. .0 1546.0 * 21 SEP 1650 203 16. .6 1547.3 21 SEP 0015 4 1. .0 1546.0 * 21 SEP 0835 104 1. .0 1546.0 * 21 SEP 1655 204 17. .7 1547.4 ii 21 SEP 0020 5 1. .0 1546.0 * 21 SEP 0840 105 1. .0 1546.0 * 21 SEP 1700 205 17. .7 1547.6 21 SEP 0025 6 1. .0 1546.0 * 21 SEP 0845 106 1. .0 1546.0 * 21 SEP 1705 206 17. .8 1547.7 21 SEP 0030 7 1. .0 1546.0 * 21 SEP 0850 107 1. .0 1546.0 * 21 SEP 1710 207 18. .8 1547.8 21 SEP 0035 8 1. .0 1546.0 * 21 SEP 0855 108 1. .0 1546.0 * 21 SEP 1715 208 18. .9 1547.9 ii 21 SEP 0040 9 1. .0 1546.0 * 21 SEP 0900 109 1. .0 1546.0 * 21 SEP 1720 209 18. .9 1548.0 21 SEP 0045 10 1. .0 1546.0 * 21 SEP 0905 110 1. .0 1546.0 * 21 SEP 1725 210 18. .9 1548.0 21 SEP 0050 11 1. .0 1546.0 * 21 SEP 0910 111 1. .0 1546.0 * 21 SEP 1730 211 18. 1.0 1548.0 21 SEP 0055 12 1. .0 1546.0 * 21 SEP 0915 112 1. .0 1546.0 * 21 SEP 1735 212 19. 1.0 1548.1 21 SEP 0100 13 1. .0 1546.0 * 21 SEP 0920 113 1. .0 1546.0 * 21 SEP 1740 213 19. 1.1 1548.1 c 21 SEP 0105 14 1. .0 1546.0 * 21 SEP 0925 114 1. .0 1546.0 * 21 SEP 1745 214 19. 1.1 1548.1 21 SEP 0110 15 1. .0 1546.0 * 21 SEP 0930 115 1. .0 1546.0 * 21 SEP 1750 215 19. 1.2 1548.1 21 SEP 0115 16 1. .0 1546.0 * 21 SEP 0935 116 1. .0 1546.0 * 21 SEP 1755 216 19. 1.2 1548.1 21 SEP 0120 17 1. .0 1546.0 * 21 SEP 0940 117 2. .0 1546.0 * 21 SEP 1800 217 19. 1.2 1548.2 PI 21 SEP 0125 18 1. .0 1546.0 * 21 SEP 0945 118 2. .0 1546.0 * 21 SEP 1805 218 19. 1.2 1548.2 21 SEP 0130 19 1. .0 1546.0 * 21 SEP 0950 119 2. .0 1546.0 * 21 SEP 1810 219 19. 1.2 1548.2 li 21 SEP 0135 20 1. .0 1546.0 * 21 SEP 0955 120 2. .0 1546.0 * 21 SEP 1815 220 19. 1.2 1548.2 21 SEP 0140 21 1. .0 1546.0 * 21 SEP 1000 121 2. .0 1546.0 * 21 SEP 1820 221 19. 1.2 1548.2 21 SEP 0145 22 1. .0 1546.0 * 21 SEP 1005 122 2. ,0 1546.0 * 21 SEP 1825 222 19. 1.2 1548.2 21 SEP 0150 23 1. .0 1546.0 * 21 SEP 1010 123 2. .0 1546.0 * 21 SEP 1830 223 19. 1.2 1548.2 21 SEP 0155 24 1. .0 1546.0 * 21 SEP 1015 124 2. .0 1546.0 * 21 SEP 1835 224 19. 1.2 1548.2 21 SEP 0200 25 1. .0 1546.0 * 21 SEP 1020 125 2. .0 1546.0 * 21 SEP 1840 225 19. 1.2 1548.2 21 SEP 0205 26 1. .0 1546.0 * 21 SEP 1025 126 2. .0 1546.0 * 21 SEP 1845 226 19. 1.2 1548.1 I 21 SEP 0210 27 1. .0 1546.0 * 21 SEP 1030 127 2. .0 1546.0 * 21 SEP 1850 227 19. 1.2 1548.1 21 SEP 0215 28 1. .0 1546.0 * 21 SEP 1035 128 2. .0 1546.0 * 21 SEP 1855 228 19. 1.1 1548.1 21 SEP 0220 29 1. .0 1546.0 * 21 SEP 1040 129 2. .0 1546.0 * 21 SEP 1900 229 19. 1.1 1548.1 21 SEP 0225 30 1. .0 1546.0 * 21 SEP 1045 130 2. .0 1546.0 * 21 SEP 1905 230 19. 1.0 1548.1 21 SEP 0230 31 1. .0 1546.0 * 21 SEP 1050 131 2. .0 1546.0 * 21 SEP 1910 231 19. 1.0 1548.1 21 SEP 0235 32 1. .0 1546.0 * 21 SEP 1055 132 2. .0 1546.0 * 21 SEP 1915 232 18. 1.0 1548.0 21 SEP 0240 33 1. .0 1546.0 * 21 SEP 1100 133 2. .0 1546.0 * 21 SEP 1920 233 18. .9 1548.0 21 SEP 0245 34 1. .0 1546.0 * 21 SEP 1105 134 2. .0 1546.0 * 21 SEP 1925 234 18. .9 1547.9 21 SEP 0250 35 1. .0 1546.0 * 21 SEP 1110 135 2. .0 1546.0 * 21 SEP 1930 235 18. .8 1547.8 li 21 SEP 0255 36 1. .0 1546.0 * 21 SEP 1115 136 2. .0 1546.0 * 21 SEP 1935 236 17. .7 1547.6 21 SEP 0300 37 1. .0 1546.0 * 21 SEP 1120 137 2. .0 1546.0 * 21 SEP 1940 237 17. .7 1547.5 21 SEP 0305 38 1. .0 1546.0 * 21 SEP 1125 138 2. .0 1546.0 * 21 SEP 1945 238 16. .6 1547.3 21 SEP 0310 39 1. .0 1546.0 * 21 SEP 1130 139 2. .0 1546.0 * 21 SEP 1950 239 16. .5 1547.2 21 SEP 0315 40 1. .0 1546.0 * 21 SEP 1135 140 2. .0 1546.0 * 21 SEP 1955 240 16. .5 1547.0 li 21 SEP 0320 41 1. .0 1546.0 * 21 SEP 1140 141 2. .0 1546.0 * 21 SEP 2000 241 15. .4 1546.9 21 SEP 0325 42 1. .0 1546.0 * 21 SEP 1145 142 2. .0 1546.0 * 21 SEP 2005 242 15. .3 1546.7 21 SEP 0330 43 1. .0 1546.0 * 21 SEP 1150 143 2. .0 1546.0 * 21 SEP 2010 243 14. .3 1546.6 21 SEP 0335 44 1. .0 1546.0 * 21 SEP 1155 144 2. .0 1546.0 * 21 SEP 2015 244 14. .2 1546.4 A 21 SEP 0340 45 1. .0 1546.0 * 21 SEP 1200 145 2. .0 1546.0 * 21 SEP 2020 245 14. .1 1546.3 lig Iii 21 SEP 0345 46 1. .0 1546.0 * 21 SEP 1205 146 2. .0 1546.0 * 21 SEP 2025 246 13. .1 1546.1 21 SEP 0350 47 1. .0 1546.0 * 21 SEP 1210 147 2. .0 1546.0 * 21 SEP 2030 247 6. .0 1546.0 21 SEP 0355 48 1. .0 1546.0 * 21 SEP 1215 148 2. .0 1546.0 * 21 SEP 2035 248 0. .0 1546.0 21 SEP 0400 49 1. .0 1546.0 * 21 SEP 1220 149 2. .0 1546.0 * 21 SEP 2040 249 3. .0 1546.0 21 SEP 0405 50 1. .0 1546.0 * 21 SEP 1225 150 2. .0 1546.0 * 21 SEP 2045 250 1. .0 1546.0 21 SEP 0410 51 1. .0 1546.0 * 21 SEP 1230 151 2. .0 1546.0 * 21 SEP 2050 251 2. .0 1546.0 21 SEP 0415 52 1. .0 1546.0 * 21 SEP 1235 152 2. .0 1546.0 * 21 SEP 2055 252 1. .0 1546.0 6 21 SEP 0420 53 1. .0 1546.0 * 21 SEP 1240 153 2. .0 1546.0 * 21 SEP 2100 253 1. .0 1546.0 21 SEP 0425 54 1. .0 1546.0 * 21 SEP 1245 154 2. .0 1546.0 * 21 SEP 2105 254 1. .0 1546.0 21 SEP 0430 55 1. .0 1546.0 * 21 SEP 1250 155 2. .0 1546.0 * 21 SEP 2110 255 1. .0 1546.0 21 SEP 0435 56 1. .0 1546.0 * 21 SEP 1255 156 3. .0 1546.0 * 21 SEP 2115 256 1. .0 1546.0 21 SEP 0440 57 1. .0 1546.0 * 21 SEP 1300 157 3. .0 1546.0 * 21 SEP 2120 257 1. .0 1546.0 21 SEP 0445 58 1. .0 1546.0 * 21 SEP 1305 158 3. .0 1546.0 * 21 SEP 2125 258 1. .0 1546.0 21 SEP 0450 59 1. .0 1546.0 * 21 SEP 1310 159 3. .0 1546.0 * 21 SEP 2130 259 1. .0 1546.0 21 SEP 0455 60 1. .0 1546.0 * 21 SEP 1315 160 3. .0 1546.0 * 21 SEP 2135 260 1. .0 1546.0 21 SEP 0500 61 1. .0 1546.0 * 21 SEP 1320 161 3. .0 1546.0 * 21 SEP 2140 261 1. .0 1546.0 to 21 SEP 0505 62 1. .0 1546.0 * 21 SEP 1325 162 3. .0 1546.0 * 21 SEP 2145 262 1. .0 1546.0 21 SEP 0510 63 1. .0 1546.0 * 21 SEP 1330 163 3. .0 1546.0 * 21 SEP 2150 263 1. .0 1546.0 21 SEP 0515 64 1. .0 1546.0 * 21 SEP 1335 164 3. .0 1546.0 * 21 SEP 2155 264 1. .0 1546.0 21 SEP 0520 65 1. .0 1546.0 * 21 SEP 1340 165 3. .0 1546.0 * 21 SEP 2200 265 1. .0 1546.0 21 SEP 0525 66 1. .0 1546.0 * 21 SEP 1345 166 4. .0 1546.0 * 21 SEP 2205 266 1. .0 1546.0 21 SEP 0530 67 1. .0 1546.0 * 21 SEP 1350 167 4. .0 1546.0 * 21 SEP 2210 267 1. .0 1546.0 21 SEP 0535 68 1. .0 1546.0 * 21 SEP 1355 168 4. .0 1546.0 * 21 SEP 2215 268 1. .0 1546.0 21 SEP 0540 69 1. .0 1546.0 * 21 SEP 1400 169 4. .0 1546.0 * 21 SEP 2220 269 1. .0 1546.0 21 SEP 0545 70 1. .0 1546.0 * 21 SEP 1405 170 4. .0 1546.0 * 21 SEP 2225 270 1. .0 1546.0 OM 21 SEP 0550 71 1. .0 1546.0 * 21 SEP 1410 171 4. .0 1546.0 * 21 SEP 2230 271 1. .0 1546.0 ilUk 21 SEP 0555 72 1. .0 1546.0 * 21 SEP 1415 172 4. .0 1546.0 * 21 SEP 2235 272 1. .0 1546.0 MO 21 SEP 0600 73 1. .0 1546.0 * 21 SEP 1420 173 4. .0 1546.0 * 21 SEP 2240 273 1. .0 1546.0 21 SEP 0605 74 1. .0 1546.0 * 21 SEP 1425 174 4. .0 1546.0 * 21 SEP 2245 274 1. .0 1546.0 i 21 SEP 0610 75 1. .0 1546.0 * 21 SEP 1430 175 5. .0 1546.0 * 21 SEP 2250 275 1. .0 1546.0 21 SEP 0615 76 1. .0 1546.0 * 21 SEP 1435 176 6. .0 1546.0 * 21 SEP 2255 276 1. .0 1546.0 21 SEP 0620 77 1. .0 1546.0 * 21 SEP 1440 177 6. .0 1546.0 * 21 SEP 2300 277 1. .0 1546.0 21 SEP 0625 78 1. .0 1546.0 * 21 SEP 1445 178 6. .0 1546.0 * 21 SEP 2305 278 1. .0 1546.0 21 SEP 0630 79 1. .0 1546.0 * 21 SEP 1450 179 6. .0 1546.0 * 21 SEP 2310 279 1. .0 1546.0 I 21 SEP 0635 80 1. .0 1546.0 * 21 SEP 1455 180 6. .0 1546.0 * 21 SEP 2315 280 1. .0 1546.0 21 SEP 0640 81 1. .0 1546.0 * 21 SEP 1500 181 7. .0 1546.0 * 21 SEP 2320 281 1. .0 1546.0 21 SEP 0645 82 1. .0 1546.0 * 21 SEP 1505 182 7. .0 1546.0 * 21 SEP 2325 282 1. .0 1546.0 21 SEP 0650 83 1. .0 1546.0 * 21 SEP 1510 183 7. .0 1546.0 * 21 SEP 2330 283 1. .0 1546.0 21 SEP 0655 84 1. .0 1546.0 * 21 SEP 1515 184 7. .0 1546.0 * 21 SEP 2335 284 1. .0 1546.0 21 SEP 0700 85 1. .0 1546.0 * 21 SEP 1520 185 7. .0 1546.0 * 21 SEP 2340 285 1. .0 1546.0 21 SEP 0705 86 1. .0 1546.0 * 21 SEP 1525 186 8. .0 1546.0 * 21 SEP 2345 286 1. .0 1546.0 21 SEP 0710 87 1. .0 1546.0 * 21 SEP 1530 187 8. .0 1546.0 * 21 SEP 2350 287 1. .0 1546.0 21 SEP 0715 88 1. .0 1546.0 * 21 SEP 1535 188 8. .0 1546.0 * 21 SEP 2355 288 1. .0 1546.0 i: 21 SEP 0720 89 1. .0 1546.0 * 21 SEP 1540 189 9. .0 1546.0 * 22 SEP 0000 289 1. .0 1546.0 21 SEP 0725 90 1. .0 1546.0 * 21 SEP 1545 190 9. .0 1546.0 * 22 SEP 0005 290 1. .0 1546.0 21 SEP 0730 91 1. .0 1546.0 * 21 SEP 1550 191 10. .0 1546.0 * 22 SEP 0010 291 1. .0 1546.0 21 SEP 0735 92 1. .0 1546.0 * 21 SEP 1555 192 11. .0 1546.0 * 22 SEP 0015 292 1. .0 1546.0 21 SEP 0740 93 1. .0 1546.0 * 21 SEP 1600 193 11. .0 1546.0 * 22 SEP 0020 293 1. .0 1546.0 21 SEP 0745 94 1. .0 1546.0 * 21 SEP 1605 194 13. .0 1546.0 * 22 SEP 0025 294 1. .0 1546.0 21 SEP 0750 95 1. .0 1546.0 * 21 SEP 1610 195 13. .1 1546.2 * 22 SEP 0030 295 1. .0 1546.0 21 SEP 0755 96 1. .0 1546.0 * 21 SEP 1615 196 14. .2 1546.4 * 22 SEP 0035 296 1. .0 1546.0 21 SEP 0800 97 1. .0 1546.0 * 21 SEP 1620 197 15. .3 1546.7 * 22 SEP 0040 297 1. .0 1546.0 21 SEP 0805 98 1. .0 1546.0 * 21 SEP 1625 198 15. .4 1546.9 * 22 SEP 0045 298 1. .0 1546.0 21 SEP 0810 99 1. .0 1546.0 * 21 SEP 1630 199 16. .5 1547.0 * 22 SEP 0050 299 1. .0 1546.0 21 SEP 0815 100 1. .0 1546.0 * 21 SEP 1635 200 16. .5 1547.1 * 22 SEP 0055 300 1. .0 1546.0 * * h PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72-HR 24.92 -HR 19. 18.33 (CFS) 15. 5. 5. 5. (INCHES) 2.269 2.939 2.962 2.962 II (AC -FT) 7. 9. 9. 9. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR +" 1. 18.33 1. 0. 0. 0. li PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR tim 1548.18 18.33 1547.14 1546.29 1546.28 1546.28 CUMULATIVE AREA = .06 SO MI * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** Y + thie C * * fm 534 KK * J * t- * * iill 536 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL GSCAL 0. HYDROGRAPH PLOT SCALE Plat HYDROGRAPH ROUTING DATA ilig 537 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES 1TYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1554.00 INITIAL CONDITION 6 X .00 WORKING R AND D COEFFICIENT 538 SV STORAGE .0 .0 .6 1.7 3.3 5.8 9.4 539 SE ELEVATION 1554.00 1554.01 1556.00 1558.00 1560.00 1562.00 1564.00 540 SG DISCHARGE 0. 5. 6. 11. 15. 15. 15. * ** II * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 5. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) I ; HYDROGRAPH AT STATION J 1 * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 0. .0 1554.0 * 21 SEP 0820 101 1. .0 1554.0 * 21 SEP 1640 201 5. .2 1554.7 21 SEP 0005 2 1. .0 1554.0 * 21 SEP 0825 102 1. .0 1554.0 * 21 SEP 1645 202 5. .2 1554.7 21 SEP 0010 3 1. .0 1554.0 * 21 SEP 0830 103 1. .0 1554.0 * 21 SEP 1650 203 5. .2 1554.6 21 SEP 0015 4 1. .0 1554.0 * 21 SEP 0835 104 1. .0 1554.0 * 21 SEP 1655 204 5. .2 1554.5 21 SEP 0020 5 1. .0 1554.0 * 21 SEP 0840 105 1. .0 1554.0 * 21 SEP 1700 205 5. .1 1554.5 li 21 SEP 0025 6 1. .0 1554.0 * 21 SEP 0845 106 1. .0 1554.0 * 21 SEP 1705 206 5. .1 1554.4 21 SEP 0030 7 1. .0 1554.0 * 21 SEP 0850 107 1. .0 1554.0 * 21 SEP 1710 207 5. .1 1554.3 21 SEP 0035 8 1. .0 1554.0 * 21 SEP 0855 108 1. .0 1554.0 * 21 SEP 1715 208 5. .1 1554.3 21 SEP 0040 9 1. .0 1554.0 * 21 SEP 0900 109 1. .0 1554.0 * 21 SEP 1720 209 5. .1 1554.2 21 SEP 0045 10 1. .0 1554.0 * 21 SEP 0905 110 1. .0 1554.0 * 21 SEP 1725 210 5. .1 1554.1 21 SEP 0050 11 1. .0 1554.0 * 21 SEP 0910 111 1. .0 1554.0 * 21 SEP 1730 211 5. .0 1554.1 21 SEP 0055 12 1. .0 1554.0 * 21 SEP 0915 112 1. .0 1554.0 * 21 SEP 1735 212 5. .0 1554.0 21 SEP 0100 13 1. .0 1554.0 * 21 SEP 0920 113 1. .0 1554.0 * 21 SEP 1740 213 2. .0 1554.0 21 SEP 0105 14 1. .0 1554.0 * 21 SEP 0925 114 1. .0 1554.0 * 21 SEP 1745 214 2. .0 1554.0 21 SEP 0110 15 1. .0 1554.0 * 21 SEP 0930 115 1. .0 1554.0 * 21 SEP 1750 215 2. .0 1554.0 21 SEP 0115 16 1. .0 1554.0 * 21 SEP 0935 116 1. .0 1554.0 * 21 SEP 1755 216 2. .0 1554.0 21 SEP 0120 17 1. .0 1554.0 * 21 SEP 0940 117 1. .0 1554.0 * 21 SEP 1800 217 1. .0 1554.0 21 SEP 0125 18 1. .0 1554.0 * 21 SEP 0945 118 1. .0 1554.0 * 21 SEP 1805 218 1. .0 1554.0 21 SEP 0130 19 1. .0 1554.0 * 21 SEP 0950 119 1. .0 1554.0 * 21 SEP 1810 219 1. .0 1554.0 21 SEP 0135 20 1. .0 1554.0 * 21 SEP 0955 120 1. .0 1554.0 * 21 SEP 1815 220 1. .0 1554.0 21 SEP 0140 21 1. .0 1554.0 * 21 SEP 1000 121 1. .0 1554.0 * 21 SEP 1820 221 1. .0 1554.0 21 SEP 0145 22 1. .0 1554.0 * 21 SEP 1005 122 1. .0 1554.0 * 21 SEP 1825 222 1. .0 1554.0 21 SEP 0150 23 1. .0 1554.0 * 21 SEP 1010 123 1. .0 1554.0 * 21 SEP 1830 223 1. .0 1554.0 21 SEP 0155 24 1. .0 1554.0 * 21 SEP 1015 124 1. .0 1554.0 * 21 SEP 1835 224 1. .0 1554.0 21 SEP 0200 25 1. .0 1554.0 * 21 SEP 1020 125 1. .0 1554.0 * 21 SEP 1840 225 1. .0 1554.0 21 SEP 0205 26 1. .0 1554.0 * 21 SEP 1025 126 1. .0 1554.0 * 21 SEP 1845 226 1. .0 1554.0 21 SEP 0210 27 1. .0 1554.0 * 21 SEP 1030 127 1. .0 1554.0 * 21 SEP 1850 227 1. .0 1554.0 21 SEP 0215 28 1. .0 1554.0 * 21 SEP 1035 128 1. .0 1554.0 * 21 SEP 1855 228 1. .0 1554.0 21 SEP 0220 29 1. .0 1554.0 * 21 SEP 1040 129 1. .0 1554.0 * 21 SEP 1900 229 1. .0 1554.0 21 SEP 0225 30 1. .0 1554.0 * 21 SEP 1045 130 1. .0 1554.0 * 21 SEP 1905 230 1. .0 1554.0 21 SEP 0230 31 1. .0 1554.0 * 21 SEP 1050 131 1. .0 1554.0 * 21 SEP 1910 231 1. .0 1554.0 21 SEP 0235 32 1. .0 1554.0 * 21 SEP 1055 132 1. .0 1554.0 * 21 SEP 1915 232 1. .0 1554.0 21 SEP 0240 33 1. .0 1554.0 * 21 SEP 1100 133 1. .0 1554.0 * 21 SEP 1920 233 1. .0 1554.0 21 SEP 0245 34 1. .0 1554.0 * 21 SEP 1105 134 1. .0 1554.0 * 21 SEP 1925 234 1. .0 1554.0 21 SEP 0250 35 1. .0 1554.0 * 21 SEP 1110 135 1. .0 1554.0 * 21 SEP 1930 235 1. .0 1554.0 21 SEP 0255 36 1. .0 1554.0 * 21 SEP 1115 136 1. .0 1554.0 * 21 SEP 1935 236 1. .0 1554.0 I 21 SEP 0300 37 1. .0 1554.0 * 21 SEP 1120 137 1. .0 1554.0 * 21 SEP 1940 237 1. .0 1554.0 21 SEP 0305 38 1. .0 1554.0 * 21 SEP 1125 138 1. .0 1554.0 * 21 SEP 1945 238 1. .0 1554.0 21 SEP 0310 39 1. .0 1554.0 * 21 SEP 1130 139 1. .0 1554.0 * 21 SEP 1950 239 1. .0 1554.0 21 SEP 0315 40 1. .0 1554.0 * 21 SEP 1135 140 1. .0 1554.0 * 21 SEP 1955 240 1. .0 1554.0 21 SEP 0320 41 1. .0 1554.0 * 21 SEP 1140 141 1. .0 1554.0 * 21 SEP 2000 241 1. .0 1554.0 ilk r 10 21 SEP 0325 42 1. .0 1554.0 * 21 SEP 1145 142 1. .0 1554.0 * 21 SEP 2005 242 1. .0 1554.0 21 SEP 0330 43 1. .0 1554.0 * 21 SEP 1150 143 1. .0 1554.0 * 21 SEP 2010 243 1. .0 1554.0 1m 21 SEP 0335 44 1. .0 1554.0 * 21 SEP 1155 144 1. .0 1554.0 * 21 SEP 2015 244 1. .0 1554.0 1 21 SEP 0340 45 1. .0 1554.0 * 21 SEP 1200 145 1. .0 1554.0 * 21 SEP 2020 245 1. .0 1554.0 til 21 SEP 0345 46 1. .0 1554.0 * 21 SEP 1205 146 1. .0 1554.0 * 21 SEP 2025 246 1. .0 1554.0 21 SEP 0350 47 1. .0 1554.0 * 21 SEP 1210 147 1. .0 1554.0 * 21 SEP 2030 247 1. .0 1554.0 21 SEP 0355 48 1. .0 1554.0 * 21 SEP 1215 148 1. .0 1554.0 * 21 SEP 2035 248 1. .0 1554.0 21 SEP 0400 49 1. .0 1554.0 * 21 SEP 1220 149 1. .0 1554.0 * 21 SEP 2040 249 1. .0 1554.0 21 SEP 0405 50 1. .0 1554.0 * 21 SEP 1225 150 1. .0 1554.0 * 21 SEP 2045 250 1. .0 1554.0 21 SEP 0410 51 1. .0 1554.0 * 21 SEP 1230 151 1. .0 1554.0 * 21 SEP 2050 251 1. .0 1554.0 21 SEP 0415 52 1. .0 1554.0 * 21 SEP 1235 152 1. .0 1554.0 * 21 SEP 2055 252 1. .0 1554.0 21 SEP 0420 53 1. .0 1554.0 * 21 SEP 1240 153 1. .0 1554.0 * 21 SEP 2100 253 1. .0 1554.0 21 SEP 0425 54 1. .0 1554.0 * 21 SEP 1245 154 1. .0 1554.0 * 21 SEP 2105 254 1. .0 1554.0 21 SEP 0430 55 1. .0 1554.0 * 21 SEP 1250 155 1. .0 1554.0 * 21 SEP 2110 255 1. .0 1554.0 21 SEP 0435 56 1. .0 1554.0 * 21 SEP 1255 156 1. .0 1554.0 * 21 SEP 2115 256 1. .0 1554.0 21 SEP 0440 57 1. .0 1554.0 * 21 SEP 1300 157 2. .0 1554.0 * 21 SEP 2120 257 1. .0 1554.0 pm L. 21 SEP 0445 58 1. .0 1554.0 * 21 SEP 1305 158 2. .0 1554.0 * 21 SEP 2125 258 1. .0 1554.0 21 SEP 0450 59 1. .0 1554.0 * 21 SEP 1310 159 2. .0 1554.0 * 21 SEP 2130 259 1. .0 1554.0 MO 21 SEP 0455 60 1. .0 1554.0 * 21 SEP 1315 160 2. .0 1554.0 * 21 SEP 2135 260 1. .0 1554.0 21 SEP 0500 61 1. .0 1554.0 * 21 SEP 1320 161 2. .0 1554.0 * 21 SEP 2140 261 1. .0 1554.0 21 SEP 0505 62 1. .0 1554.0 * 21 SEP 1325 162 2. .0 1554.0 * 21 SEP 2145 262 1. .0 1554.0 21 SEP 0510 63 1. .0 1554.0 * 21 SEP 1330 163 2. .0 1554.0 * 21 SEP 2150 263 1. .0 1554.0 21 SEP 0515 64 1. .0 1554.0 * 21 SEP 1335 164 2. .0 1554.0 * 21 SEP 2155 264 1. .0 1554.0 21 SEP 0520 65 1. .0 1554.0 * 21 SEP 1340 165 2. .0 1554.0 * 21 SEP 2200 265 1. .0 1554.0 21 SEP 0525 66 1. .0 1554.0 * 21 SEP 1345 166 2. .0 1554.0 * 21 SEP 2205 266 1. .0 1554.0 21 SEP 0530 67 1. .0 1554.0 * 21 SEP 1350 167 2. .0 1554.0 * 21 SEP 2210 267 1. .0 1554.0 j 21 SEP 0535 68 1. .0 1554.0 * 21 SEP 1355 168 2. .0 1554.0 * 21 SEP 2215 268 1. .0 1554.0 21 SEP 0540 69 1. .0 1554.0 * 21 SEP 1400 169 2. .0 1554.0 * 21 SEP 2220 269 1. .0 1554.0 21 SEP 0545 70 1. .0 1554.0 * 21 SEP 1405 170 2. .0 1554.0 * 21 SEP 2225 270 1. .0 1554.0 A 21 SEP 0550 71 1. .0 1554.0 * 21 SEP 1410 171 2. .0 1554.0 * 21 SEP 2230 271 1. .0 1554.0 21 SEP 0555 72 1. .0 1554.0 * 21 SEP 1415 172 2. .0 1554.0 * 21 SEP 2235 272 1. .0 1554.0 li 21 SEP 0600 73 1. .0 1554.0 * 21 SEP 1420 173 2. .0 1554.0 * 21 SEP 2240 273 1. .0 1554.0 21 SEP 0605 74 1. .0 1554.0 * 21 SEP 1425 174 2. .0 1554.0 * 21 SEP 2245 274 1. .0 1554.0 21 SEP 0610 75 1. .0 1554.0 * 21 SEP 1430 175 2. .0 1554.0 * 21 SEP 2250 275 1. .0 1554.0 21 SEP 0615 76 1. .0 1554.0 * 21 SEP 1435 176 2. .0 1554.0 * 21 SEP 2255 276 1. .0 1554.0 21 SEP 0620 77 1. .0 1554.0 * 21 SEP 1440 177 2. .0 1554.0 * 21 SEP 2300 277 1. .0 1554.0 21 SEP 0625 78 1. .0 1554.0 * 21 SEP 1445 178 2. .0 1554.0 * 21 SEP 2305 278 1. .0 1554.0 21 SEP 0630 79 1. .0 1554.0 * 21 SEP 1450 179 2. .0 1554.0 * 21 SEP 2310 279 1. .0 1554.0 21 SEP 0635 80 1. .0 1554.0 * 21 SEP 1455 180 2. .0 1554.0 * 21 SEP 2315 280 1. .0 1554.0 21 SEP 0640 81 1. .0 1554.0 * 21 SEP 1500 181 2. .0 1554.0 * 21 SEP 2320 281 1. .0 1554.0 21 SEP 0645 82 1. .0 1554.0 * 21 SEP 1505 182 2. .0 1554.0 * 21 SEP 2325 282 1. .0 1554.0 21 SEP 0650 83 1. .0 1554.0 * 21 SEP 1510 183 2. .0 1554.0 * 21 SEP 2330 283 1. .0 1554.0 21 SEP 0655 84 1. .0 1554.0 * 21 SEP 1515 184 2. .0 1554.0 * 21 SEP 2335 284 1. .0 1554.0 21 SEP 0700 85 1. .0 1554.0 * 21 SEP 1520 185 2. .0 1554.0 * 21 SEP 2340 285 1. .0 1554.0 21 SEP 0705 86 1. .0 1554.0 * 21 SEP 1525 186 2. .0 1554.0 * 21 SEP 2345 286 1. .0 1554.0 21 SEP 0710 87 1. .0 1554.0 * 21 SEP 1530 187 2. .0 1554.0 * 21 SEP 2350 287 1. .0 1554.0 21 SEP 0715 88 1. .0 1554.0 * 21 SEP 1535 188 2. .0 1554.0 * 21 SEP 2355 288 1. .0 1554.0 21 SEP 0720 89 1. .0 1554.0 * 21 SEP 1540 189 2. .0 1554.0 * 22 SEP 0000 289 1. .0 1554.0 ^ lbw 21 SEP 0725 90 1. .0 1554.0 * 21 SEP 1545 190 3. .0 1554.0 * 22 SEP 0005 290 1. .0 1554.0 21 SEP 0730 91 1. .0 1554.0 * 21 SEP 1550 191 3. .0 1554.0 * 22 SEP 0010 291 1. .0 1554.0 21 SEP 0735 92 1. .0 1554.0 * 21 SEP 1555 192 3. .0 1554.0 * 22 SEP 0015 292 1. .0 1554.0 21 SEP 0740 93 1. .0 1554.0 * 21 SEP 1600 193 3. .0 1554.0 * 22 SEP 0020 293 1. .0 1554.0 y.I 21 SEP 0745 94 1. .0 1554.0 * 21 SEP 1605 194 5. .0 1554.0 * 22 SEP 0025 294 1. .0 1554.0 ilie SEP 0750 95 1. .0 1554.0 * 21 SEP 1610 195 5. .0 1554.1 * 22 SEP 0030 295 1. .0 1554.0 21 SEP 0755 96 1. .0 1554.0 * 21 SEP 1615 196 5. .1 1554.2 * 22 SEP 0035 296 1. .0 1554.0 21 SEP 0800 97 1. .0 1554.0 * 21 SEP 1620 197 5. .1 1554.4 * 22 SEP 0040 297 1. .0 1554.0 21 SEP 0805 98 1. .0 1554.0 * 21 SEP 1625 198 5. .2 1554.5 * 22 SEP 0045 298 1. .0 1554.0 21 SEP 0810 99 1. .0 1554.0 * 21 SEP 1630 199 5. .2 1554.6 * 22 SEP 0050'299 1. .0 1554.0 21 SEP 0815 100 1. .0 1554.0 * 21 SEP 1635 200 5. .2 1554.7 * 22 SEP 0055 300 1. .0 1554.0 NI * * r PEAK FLOW TIME MAXIMUM AVERAGE FLOW ill (CFS) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 5. 16.58 (CFS) 3. 1. 1. 1. (INCHES) .511 1.092 1.121 1.121 11. (AC-FT) 1. 3. 3. 3. II PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6 -HR 24 -HR 72-HR 24.92 -HR 0. 16.58 0. 0. 0. 0. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6-HR 24-HR 72 -HR 24.92 -HR 1554.70 16.58 1554.10 1554.02 1554.02 1554.02 hp CUMULATIVE AREA = .05 SQ MI f liw IRO r 6 RUNOFF SUMMARY am FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES iiik PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6-HOUR 24 -HOUR 72 -HOUR AREA STAGE MAX STAGE C HYDROGRAPH AT B 18. 16.42 4. 2. 2. .07 ROUTED TO B 4. 16.83 4. 2. 2. .07 1607.12 16.92 HYDROGRAPH AT OS 278. 16.33 56. 31. 31. .68 DIVERSION TO OS-D 93. 16.33 19. 10. 10. .68 HYDROGRAPH AT DIVOS 185. 16.33 37. 21. 21. .68 HYDROGRAPH AT C 15. 16.33 3. 1. 1. .06 2 COMBINED AT COMB-C 200. 16.33 40. 22. 22. .74 ROUTED TO C 68. 16.58 39. 22. 22. .74 1592.97 16.58 DIVERSION TO C -A 17. 16.58 12. 7. 7. .74 a HYDROGRAPH AT DIVC -A 51. 16.58 28. 15. 15. .74 HYDROGRAPH AT H 7. 16.25 0. 0. 0. .02 MIN 2 COMBINED AT COMBH 51. 16.50 28. 15. 15. .77 ig ROUTED TO H 43. 17.42 28. 15. 15. .77 1568.10 17.42 DIVERSION TO H -I 23. 17.42 11. 3. 3. .77 E. HYDROGRAPH AT DIVH -I 20. 17.42 17. 12. 12. .77 HYDROGRAPH AT RCTOA 17. 16.58 12. 7. 7. .00 11 HYDROGRAPH AT A 55. 16.33 11. 6. 6. .15 2 COMBINED AT BSNA 70. 16.33 22. 13. 13. .15 C ROUTED TO A 23. 17.33 20. 13. 13. .15 1580.85 17.33 HYDROGRAPH AT ROS -D 93. 16.33 19. 10. 10. .00 1 110; HYDROGRAPH AT D 32. 16.33 6. 3. 3. .09 2 COMBINED AT COMB -D 125. 16.33 25. 14. 14. .09 O A ROUTED TO D 41. 16.58 25. 14. 14. .09 1612.54 16.58 L W HYDROGRAPH AT E 25. 16.25 4. 2. 2. .06 ROUTED TO E 3. 17.33 3. 2. 2. .06 1592.75 17.33 ow HYDROGRAPH AT F 116. 16.33 27. 15. 15. .28 ROUTED TO F 22. 17.08 20. 14. 14. .28 1539.53 17.08 HYDROGRAPH AT RCTOI 23. 17.42 11. 3. 3. .00 HYDROGRAPH AT 1 24. 16.25 3. 2. 2. .06 2 COMBINED AT COMBI 34. 16.25 15. 5. 5. .06 ROUTED TO I 19. 18.33 15. 5. 5. .06 1548.18 18.33 r " HYDROGRAPH AT J 14. 16.33 3. 1. 1. .05 L ROUTED TO J 5. 16.58 3. 1. 1. .05 1554.70 16.58 C *** NORMAL END OF HEC -1 * ** O 4 60 HEC-1 OUTPUT FILE WITH INPUT FILE LISTING DAY 2 OF 2 -DAY STORM 1 1 1 1 1 1 c 1 1 1 1 1 1 HEC-1 INPUT PAGE 1 LINE I D 1 2 3 4 5 6 7 8 9 10 i ll * ** FREE * ** 1 ID JOHN M. TETTEMER & ASSOCIATES, LTD. 2 ID SIERRA LAKES HYDROLOGY STUDY 3 ID DEVELOPED CONDITIONS, 100-YEAR 24 -HOUR STORM 4 ID ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW 5 ID SECOND DAY OF 48 HOUR STORM 6 ID fn= SLMD2.I /0 21SEP93 TDG in 7 ID 8 ID * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I at 9 ID 10 IT 5 21SEP93 0000 300 11 IO 5 OM *DIAGRAM a 12 KK B 13 KM 'WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS ow 14 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 15 KM Point Rainfall 16 KM 5- Minute = 0.57 inches 17 KM 30-Minute = 1.15 inches 18 KM 1 -Hour = 1.53 inches am 19 KM 3 -Hour = 2.90 inches 20 KM 6 -Hour = 4.38 inches if 21 KM 24 -Hour = 10.15 inches 22 KM Ybar = 0.428 Fm = 0.507 in /hr • 23 KM TIME OF CONCENTRATION (MIN)= 21.80 , ASSUMED TIME TO PEAK (HRS)= 16.33 24 BA 0.069 a 25 Q1 6 6 6 6 6 6 6 6 6 6 26 QI 6 6 6 6 6 6 6 6 6 6 27 01 6 6 6 6 6 6 6 6 6 6 m 28 QI 6 6 6 6 6 6 6 6 6 6 29 QI 6 6 6 6 6 6 6 6 6 6 a 30 Q1 7 7 7 7 7 7 7 7 7 7 31 QI 7 7 7 7 7 7 7 7 7 7 32 QI 7 7 7 7 7 7 7 7 7 7 33 QI 7 7 7 7 7 7 7 7 7 7 34 QI 7 7 7 7 7 8 8 8 8 8 UM 35 QI 8 8 8 8 8 8 8 8 8 8 36 0I 8 8 8 8 8 8 8 8 8 8 O 37 QI 8 8 8 9 9' 9 9 9 9 9 38 0I 9 9 9 9 9 9 9 9 9 9 1. 39 QI 9 10 10 10 10 10 10 10 10 10 40 QI 10 10 10 10 10 11 11 11 11 11 ••• 41 Q1 11 11 11 12 12 12 12 12 12 13 42 01 13 13 13 13 13 14 14 14 15 15 Mm 43 QI 16 16 16 16 17 17 17 17 17 18 44 QI 19 20 20 38 56 73 91 75 60 45 45 01 29 18 17 16 15 14 14 13 13 13 iw+. 46 01 12 12 12 11 11 11 11 10 10 10 47 Q1 10 10 10 10 9 9 9 9 9 9 48 QI 9 9 9 8 8 8 8 8 8 8 49 QI 8 8 8 8 8 8 8 7 7 7 50 QI 7 7 7 7 7 7 7 7 7 7 mm 51 QI 7 7 7 7 7 7 7 7 7 6 INI 52 QI 6 6 6 6 6 6 6 6 6 6 1 MN 1m ii id •w ii ilio P iii HEC -1 INPUT PAGE 2 !p1 LINE ID 1 2 3 4 5 6 7 8 9 10 ii 53 1111 6 6 6 6 6 6 6 6 54 KK B O m 55 KM SAND AREA 0.10 ACRES L 56 KO 1 57 RS 1 ELEV 1606 58 SV 0.00 0.01 0.98 2.39 4.17 6.52 10.28 A*+ 59 SE 1606 1606.01 1608 1610 1612 1614 1616 iii 60 SO 0 3.2 4.5 7.6 10.9 10.9 10.9 61 KK OS 62 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS ro 63 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD ' 64 KM Point Rainfall 65 KM 5-Minute = 0.57 inches 66 KM 30- Minute = 1.15 inches OM 67 KM 1 -Hour = 1.53 inches ili 68 KM 3-Hour = 2.90 inches 69 KM 6-Hour = 4.38 inches 70 KM 24 -Hour = 10.15 inches 71 KM Ybar = 0.318 Fm = 0.370 in /hr 72 KM TIME OF CONCENTRATION (MIN)= 17.70 , ASSUMED TIME TO PEAK (HRS)= 16.33 73 BA 0.684 74 01 69 69 69 69 69 69 69 69 70 70 75 01 70 70 70 70 70 71 71 71 71 71 r. 76 QI 71 72 72 72 72 72 73 73 73 73 77 QI 73 73 74 74 74 74 74 74 75 75 j 78 01 75 75 75 75 76 76 76 76 77 77 79 QI 77 77 77 78 78 78 78 78 79 79 80 01 79 80 80 80 80 80 81 81 81 81 mm 81 0I 82 82 82 82 83 83 83 83 84 84 ile 82 0I 84 85 85 85 86 86 86 86 87 87 83 QI 88 88 88 88 89 89 90 90 90 90 84 0I 91 91 92 92 93 93 93 93 94 95 l ", 85 QI 95 96 96 96 97 97 98 98 99 99 86 01 100 100 101 101 102 103 103 104 104 105 Irr 87 01 106 106 107 108 108 109 109 110 111 112 88 01 113 113 114 115 116 117 118 118 118 119 89 01 119 121 122 124 125 126 127 128 130 132 — 90 QI 134 135 136 137 139 141 144 146 148 150 91 QI 151 153 156 159 162 165 167 170 173 180 V 92 0I 186 193 199 203 208 213 210 208 205 214 93 QI 232 251 269 478 686 895 1103 813 523 233 .. 94 0I 202 195 187 180 172 164 157 152 149 145 95 01 141 138 134 131 128 126 123 121 120 118 la 96 0I 117 115 114 112 110 109 108 106 105 104 97 QI 102 101 100 99 98 97 96 95 94 94 98 0I 93 92 91 91 90 89 88 88 87 86 mm 99 0I 86 85 85 84 83 83 82 82 81 81 100 01 80 80 79 79 78 78 78 77 77 76 NO . 101 0I 76 76 75 75 74 74 74 73 73 73 102 QI 72 72 72 71 71 71 70 70 pi ill MN 1 Pm 0 rik it !m ii ono INN HEC-1 INPUT PAGE 3 *'■ LINE ID 1 2 3 4 5 6 7 8 9 10 ille 103 KK DIVOS 104 DT OS-D Po 105 DI 0 3 60 120 240 480 1200 3000 6000 illW 106 DO 0 1 20 40 80 160 400 1000 2000 107 KK C OM 108 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 109 KM FIRST 24 HOURS OF 24 -HOUR STORM i 110 KM NYDROGRAPH GENERATED USING SMALL AREA METHOD 111 KM Point Rainfall 112 KM 5-Minute = 0.57 inches W"` 113 KM 30- Minute = 1.15 inches illi 114 KM 1-Hour = 1.53 inches 115 KM 3 -Hour = 2.90 inches 116 KM 6 -Hour = 4.38 inches - 117 KM 24 -Hour = 10.15 inches 118 KM Ybar = 0.476 Fm = 0.567 in /hr 119 KM TIME OF CONCENTRATION (MIN)= 17.70 , ASSUMED TIME TO PEAK (HRS)= 16.33 120 8A 0.060 121 01 5 5 5 5 5 5 5 5 5 5 pm 122 Q1 5 5 5 5 5 5 5 5 5 5 iiii 123 QI 5 5 5 5 5 5 5 5 5 5 124 QI 5 5 5 5 5 5 5 5 5 5 125 0I 5 5 5 5 5 5 5 5 5 5 .n 126 01 5 5 5 5 5 5 5 5 5 5 127 QI 5 5 5 5 5 5 5 5 5 5 ii 128 Q1 5 6 6 6 6 6 6 6 6 6 129 01 6 6 6 6 6 6 6 6 6 6 130 0I 6 6 6 6 6 6 6 6 6 6 m 131 QI 6 6 6 6 6 6 6 6 6 6 132 01 6 6 6 6 7 7 7 7 7 7 if 133 Q I ' 7 7 7 7 7 7 7 7 7 7 134 QI 7 7 7 7 7 7 7 7 8 8 OM 135 QI 8 8 8 8 8 8 8 8 8 8 136 QI 8 8 8 8 8 8 9 9 9 9 Vr 137 Q1 9 9 9 9 9 10 10 10 10 10 138 Q1 10 10 11 11 11 11 11 11 12 12 139 QI 13 13 13 14 14 14 14 14 14 14 — 140 01 16 17 18 36 54 72 90 65 41 16 141 0I 14 13 13 12 12 11 11 10 10 10 L 142 QI 10 9 9 9 9 8 8 8 8 8 143 QI 8 8 8 8 7 7 7 7 7 7 144 QI 7 7 7 7 7 7 6 6 6 6 m `" 145 0I 6 6 6 6 6 6 6 6 6 6 , ar 146 QI 6 6 6 6 6 6 6 6 5 5 147 QI 5 5 5 5 5 5 5 5 5 5 148 01 5 5 5 5 5 5 5 5 5 5 ..• 149 QI 5 5 5 5 5 5 5 5 pot SO Pm 1 Pm 0 I IN 10 Om ill rr� PIM ale NEC -1 INPUT PAGE 4 m. LINE ID 1 2 3 4 5 6 7 8 9 10 km 150 KK COMB-C 151 HC 2 pla 152 KK C MP 153 KM 18" INLET CONTROL TO BASIN A 154 KM 33" INLET CONTROL TO BASIN H P" 155 KO 1 156 RS 1 ELEV 1589.1 ilki 157 SV 0.00 1.03 3.53 7.72 13.99 22.32 33.70 158 SE 1588 1590 1592 1594 1596 1598 1600 159 SQ 0.0 26 57 79 95 108 121 160 KK DIVC-A 161 KM DIVERT FLOW TO BASIN A 162 DT C -A PR 163 DI 0 26 57 79 95 108 121 164 DO 0 9 15 19 23 26 29 il 165 KK H 166 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS rill 167 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 168 KM Point Rainfall II 169 KM 5- Minute = 0.57 inches 170 KM 30-Minute = 1.15 inches 171 KM 1 -Hour = 1.53 inches 172 KM 3 -Hour = 2.90 inches li 173 KM 6 -Hour = 4.38 inches 174 KM 24 -Hour = 10.15 inches 175 KM Ybar = 0.570 Fm = 0.684 in /hr !BI 176 KM TIME OF CONCENTRATION (MIN)= 15.80 , ASSUMED TIME TO PEAK (HRS)= 16.25 177 BA 0.024 41 178 QI 2 2 2 2 2 2 2 2 2 2 179 0I 2 2 2 2 2 2 2 2 2 2 180 QI 2 2 2 2 2 2 2 2 2 2 P"" 181 0I 2 2 2 2 2 2 2 2 2 2 im 182 QI 2 2 2 2 2 2 2 2 2 2 183 0I 2 2 2 2 2 2 2 2 2 2 184 0I 2 2 2 2 2 2 2 2 2 2 opo 185 01 2 2 2 2 2 2 2 2 2 2 186 QI 2 2 2 2 2 2 2 2 2 2 611 187 0I 2 2 2 2 2 2 2 2 2 2 188 QI 2 2 2 2 2 2 2 2 2 2 189 QI 2 2 2 2 2 2 2 2 2 2 "' 190 01 2 2 2 2 2 2 2 2 2 2 1 191 QI 2 2 2 2 2 2 2 2 2 2 192 QI 2 3 3 3 3 3 3 3 3 3 193 QI 3 3 3 3 3 3 3 3 3 3 P,. 194 0I 3 3 3 3 3 3 3 3 3 3 kik 195 01 3 3 3 3 4 4 4 4 4 4 196 0I 4 4 4 5 5 5 5 5 5 5 197 GI 5 6 6 17 27 38 27 17 7 4 198 QI 4 4 4 4 4 4 3 3 3 3 P • 199 QI 3 3 3 3 3 3 3 3 3 3 IMP 200 QI 3 3 3 2 2 2 2 2 2 2 Pal 1 ill 1" 1 re is 6 s+ 11ii HEC -1 INPUT PAGE 5 !• LINE ID 1 2 3 4 5 6 7 8 9 10 Li 201 QI 2 2 2 2 2 2 2 2 2 2 202 01 2 2 2 2 2 2 2 2 2 2 203 OI 2 2 2 2 2 2 2 2 2 2 PP 204 QI 2 2 2 2 2 2 2 2 2 2 Ili 205 Q I 2 2 2 2 2 2 2 2 2 2 206 QI 2 2 2 2 2 2 2 2 PP 207 KK COMBH IN 208 KM COMBINE INFLOW TO H 209 HC 2 210 KK H "" 211 KM SAND AREA 0.42 ACRES 212 KM OUTFLOW ALSO INCLUDES 42" INLET CONTROL TO BASIN I 213 KO 1 214 RS 1 ELEV 1566 fin 215 SV 0.00 0.01 1.62 4.51 9.31 216 SE 1566 1566.01 1568 1570 1572 ill 217 SQ 0.0 13.5 40.1 92.0 135.8 218 KK lom. 219 KM DIVERT FLOW FROM BASIN H TO BASIN I 220 DT H -1 221 DI 0 13.5 40.1 92.0 135.8 175.8 222 DO 0 0 21.0 60.0 90.0 130.0 r 223 KK RCTOA ill 224 DR C-A 225 KK A ril 226 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 6 227 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 228 KM Point Rainfall 229 KM 5- Minute = 0.57 inches 230 KM 30- Minute = 1.15 inches r 231 KM 1 -Hour = 1.53 inches 232 KM 3 -Hour = 2.90 inches 233 KM 6 -Hour = 4.38 inches 234 KM 24 -Hour = 10.15 inches sr 235 KM Ybar = 0.369 Fm = 0.434 in /hr ho 236 KM TIME OF CONCENTRATION (MIN)= 18.20 , ASSUMED TIME TO PEAK (HRS)= 16.33 237 BA 0.150 238 0I 14 14 14 14 14 14 14 14 14 14 239 QI 14 14 14 14 14 14 14 14 14 14 !A"" 240 01 15 15 15 15 15 15 15 15 15 15 L 241 01 15 15 15 15 15 15 15 15 15 15 242 0I 15 15 15 15 15 15 15 15 16 16 243 0I 16 16 16 16 16 16 16 16 16 16 r.. 244 01 16 16 16 16 16 16 16 16 16 16 III 245 01 17 17 17 17 17 17 17 17 17 17 246 01 17 17 17 17 17 17 17 18 18 18 247 GI 18 18 18 18 18 18 18 18 18 18 248 0I 18 19 19 19 19 19 19 19 19 19 e" 249 01 19 19 19 20 20 20 20 20 20 20 250 QI 20 20 20 21 21 21 21 21 21 21 wv ill vs id p ill illit PRA ill HEC-1 INPUT PAGE 6 p.. LINE ID 1 2 3 4 5 6 7 8 9 10 61 251 01 21 22 22 22 22 22 22 22 23 23 252 01 23 23 23 23 24 24 24 24 24 24 253 0I 24 25 25 25 25 25 26 26 26 27 !" 254 QI 27 27 27 28 28 29 29 30 30 ' 30 IVO 255 01 31 31 32 32 33 33 34 34 35 36 256 01 38 39 40 41 42 43 42 41 41 43 257 01 47 50 54 98 143 187 232 174 117 59 __ 258 0I 42 40 38 36 35 34 32 31 30 29 259 01 29 28 27 27 26 26 25 25 24 24 260 0I 24 23 23 23 22 22 22 22 21 21 261 0I 21 21 20 20 20 20 20 19 19 19 262 0I 19 19 19 18 18 18 18 18 18 18 Po 263 QI 17 17 17 17 17 17 17 17 17 16 264 01 16 16 16 16 16 16 16 16 16 15 265 01 15 15 15 15 15 15 15 15 15 15 266 0I 15 15 15 14 14 14 14 14 OP 267 KK BSNA al 268 HC 2 269 KK A " 270 KM SAND AREA 0.40 ACRES iiii 271 KO 1 272 RS 1 ELEV 1578 273 SV 0.00 0.01 1.33 4.20 10.15 18.81 29.91 274 SE 1578 1578.01 1580 1582 1584 1586 1588 Pol 275 SO 0 12.9 18.2 30.5 43.6 43.6 43.6 lim 276 KK ROS-D 277 KM RETRIEVE SMALLER PORTION OF OFF -SITE HYDROLOGY 278 DR OS -D it 279 KK D 280 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 281 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD a ' 282 KM Point Rainfall 283 KM 5-Minute = 0.57 inches 284 KM 30- Minute = 1.15 inches 285 KM 1 -Hour = 1.53 inches .. 286 KM 3 -Hour = 2.90 inches 287 KM 6-Hour = 4.38 inches )w 288 KM 24-Hour = 10.15 inches 289 KM Ybar = 0.377 Fm = 0.444 in /hr 290 KM TIME OF CONCENTRATION (MIN)= 16.90 , ASSUMED TIME TO PEAK (HRS)= 16.25 — 291 BA 0.088 ism 292 01 8 8 8 8 8 8 8 8 8 8 293 QI 8 8 8 8 8 8 8 8 8 8 294 QI 8 8 8 8 8 8 9 9 9 9 one 295 Q1 9 9 9 9 9 9 9 9 9 9 296 QI 9 9 9 9 9 9 9 9 9 9 ili 297 Q1 9 9 9 9 9 9 9 9 9 9 298 QI 9 9 9 9 9 9 9 10 10 10 299 QI 10 10 10 10 10 10 10 10 10 10 t"" 300 QI 10 10 10 10 10 10 10 10 10 10 301 Q1 10 10 10 10 10 10 11 11 11 11 le il A illi III OW a. ki Am iii P" V HEC -1 INPUT PAGE 7 Om LINE ID 1 2 3 4 5 6 7 8 9 10 0 302 01 11 11 11 11 11 11 11 11 11 11 303 01 11 11 11 11 11 11 11 12 12 12 304 0I 12 12 12 12 12 12 12 12 12 12 r"' 305 0I 12 12 13 13 13 13 13 13 13 13 306 QI 13 13 13 14 14 14 14 14 14 14 307 QI 14 14 14 15 15 15 15 15 15 15 308 01 16 16 16 16 16 17 17 17 17 18 Pm 309 01 18 18 18 19 19 19 20 20 20 21 310 01 22 23 24 24 25 25 25 25 25 25 10 311 0I 28 30 32 69 106 143 111 80 48 24 312 01 23 23 22 21 20 19 18 18 17 17 313 QI 17 16 16 15 15 15 14 14 14. 14 Pm 314 OI 14 13 13 13 13 13 13 12 12 12 315 01 12 12 12 12 12 11 11 11 11 11 316 oI 11 11 11 11 11 10 10 10 10 10 317 0I 10 10 10 10 10 10 10 10 10 9 318 0I 9 9 9 9 9 9 9 9 9 9 Po 319 01 9 9 9 9 9 9 9 9 9 9 10 320 01 8 8 8 8 8 8 8 8 321 KK COMB-D • 322 HC 2 10 323 KK D 324 KM SAND AREA 0.76 ACRES mm 326 KO 1 326 RS 1 ELEV 1610 10 327 SV 0.00 0.01 1.68 4.42 9.58 17.83 28.62 328 SE 1610 1610.01 1612 1614 1616 1618 1620 329 SQ 0.0 24.5 34.5 57.9 82.9 82.9 82.9 plor 330 KK E 10 331 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 332 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 333 KM Point Rainfall flow 334 KM 5- Minute = 0.57 inches 335 KM 30- Minute = 1.15 inches hi 336 KM 1-Hour = 1.53 inches 337 KM 3 -Hour = 2.90 inches o .. 338 KM 6 -Hour = 4.38 inches 339 KM 24 -Hour = 10.15 inches 340 KM Ybar = 0.404 Fm = 0.477 in /hr 341 KM TIME OF CONCENTRATION (MIN)= 13.40 , ASSUMED TIME TO PEAK (HRS)= 16.25 O 343 BA 0.055 5 5 5 5 5 5 5 5 5 ill 344 01 5 5 5 5 5 5 5 5 5 5 345 01 5 5 5 5 5 5 5 5 5 6 346 0I 6 6 6 6 6 6 6 6 6 6 - 347 0I 6 6 6 6 6 6 6 6 6 6 348 01 6 6 6 6 6 6 6 6 6 6 349 QI 6 6 6 6 6 6 6 6 6 6 350 61 6 6 6 6 6 6 6 6 6 6 351 01 6 6 6 6 6 6 7 7 7 7 WI 352 0I 7 7 7 7 7 7 7 7 7 7 353 01 7 7 7 7 7 7 7 7 7 7 Pm 11 mm 10 A ill PO ii Om il . .. .. • i llf HEC-1 INPUT PAGE 8 f m LINE ID 1 2 3 4 5 6 7 8 9 10 354 01 7 7 7 7 7 7 7 7 7 8 355 0I 8 8 8 8 8 8 8 8 8 8 356 0I 8 8 8 8 8 8 8 8 8 8 357 0I 9 9 9 9 9 9 9 9 9 9 358 01 9 9 9 9 9 10 10 10 10 10 359 01 10 10 10 11 11 11 11 11 11 11 360 0I 11 12 12 12 12 12 13 13 14 14 361 01 14 14 15 16 17 16 16 16 17 18 362 0I 19 22 24 53 82 111 70 30 15 15 he 363 01 15 15 14 13 12 12 12 11 11 11 364 01 10 10 10 10 10 9 9 9 9 9 365 01 9 9 8 8 8 8 8 8 8 8 366 01 8 8 7 7 7 7 7 7 7 7 367 01 7 7 7 7 7 7 7 7 7 6 368 0I 6 6 6 6 6 6 6 6 6 6 369 01 6 6 6 6 6 6 6 6 6 6 370 01 6 6 6 6 6 6 6 6 5 5 mo 371 01 5 5 5 5 5 5 5 5 372 KK E 373 KM SAND AREA 0.08 ACRES rim 374 KO 1 375 RS 1 ELEV 1592 376 SV 0.00 0.01 1.81 4.28 7.79 12.90 19.56 377 SE 1592 1592.01 1594 1596 1598 1600 1602 P 378 SO 0.0 2.6 3.6 6.1 8.7 8.7 8.7 III 379 KK F 380 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 381 KM FIRST 24 HOURS OF 24-HOUR STORM r 382 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 383 KM Point Rainfall 6i 384 KM 5- Minute = 0.57 inches 385 KM 30- Minute = 1.15 inches 386 KM 1 -Hour = 1.53 inches r" 387 KM 3 -Hour = 2.90 inches 388 KM 6-Hour = 4.38 inches 389 KM 24 -Hour = 10.15 inches 390 KM Ybar = 0.241 Fm = 0.273 in /hr mai 391 KM TIME OF CONCENTRATION (MIN)= 18.50 , ASSUMED TIME TO PEAK (HRS)= 16.33 392 BA 0.277 393 01 31 31 31 31 31 31 31 31 31 31 394 01 32 32 32 32 32 32 32 32 32 32 395 01 32 32 32 32 33 33 33 33 33 33 °' 396 0I 33 33 33 33 33 33 33 33 34 34 LW 397 01 34 34 34 34 34 34 34 34 35 35 398 OI 35 35 35 35 35 35 35 35 35 36 399 01 36 36 36 36 36 36 36 36 37 37 1 ,,,. 400 0I 37 37 37 37 37 37 38 38 38 38 401 0I 38 38 38 38 39 39 39 39 39 39 402 01 39 40 40 40 40 40 40 40 41 41 403 01 41 41 41 41 42 42 42 42 42 43 404 01 43 43 43 43 44 44 44 44 44 45 P 405 0I 45 45 46 46 46 46 46 47 47 47 hi 406 01 48 48 48 48 49 49 50 50 50 50 11 PP w OM IN OM II P he Pm It NEC -1 INPUT PAGE 9 p- LINE ID 1 2 3 4 5 6 7 8 9 10 00 407 01 51 51 52 52 53 53 53 53 53 54 408 01 54 55 55 56 56 56 57 58 59 59 409 0I 60 60 61 62 63 64 65 66 66 67 0" 410 01 68 69 70 72 73 74 75 76 78 81 L 411 QI 84 87 89 91 93 94 92 91 90 95 412 01 103 111 119 201 284 366 449 345 242 138 413 01 94 90 86 81 78 75 72 69 67 65 OM 414 01 64 62 61 59 58 57 56 55 54 53 415 01 52 52 51 51 50 49 49 48 47 47 MO 416 01 46 46 45 45 44 44 43 43 43 42 417 QI 42 42 41 41 40 40 40 40 39 39 418 01 39 38 38 38 38 37 37 37 37 36 !" 419 01 36 36 36 36 35 35 35 35 35 34 420 421 01 01 34 33 34 32 34 32 34 32 34 32 33 32 33 32 33 32 33 33 ma 422 KK F 423 KM SAND AREA 0.32 ACRES • 424 KO 1 425 RS 1 ELEV 1538.2 426 SV 0.00 0.01 2.48 7.93 16.04 27.09 41.01 56.95 74.93 moo 427 SE 1536 1536.01 1538 1540 1542 1544 1546 1548 1550 428 SQ 0.0 10.3 14.5 24.4 34.9 34.9 34.9 34.9 34.9 429 KK RCTOI ", 430 DR H -1 60 431 KK 1 432 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 433 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD A"" 434 KM Point Rainfall 435 KM 5-Minute = 0.57 inches 436 KM 30- Minute = 1.15 inches 437 KM 1 -Hour = 1.53 inches 438 KM 3-Hour = 2.90 inches Om 439 KM 6 -Hour = 4.38 inches he 440 KM 24 -Hour = 10.15 inches 441 KM Ybar = 0.437 Fm = 0.518 in /hr 442 KM TIME OF CONCENTRATION (MIN)= 14.70 , ASSUMED TIME TO PEAK (HRS)= 16.25 m.. 443 BA 0.060 ill 444 QI 5 5 5 5 5 5 5 5 5 5 445 01 5 5 5 5 5 5 5 5 5 5 446 0I 5 5 5 5 5 5 5 5 5 5 447 01 5 5 5 5 5 5 5 5 5 5 '""" 448 01 5 5 5 5 5 5 6 6 6 6 449 01 6 6 6 6 6 6 6 6 6 6 450 0I 6 6 6 6 6 6 6 6 6 6 451 QI 6 6 6 6 6 6 6 6 6 6 ... 452 01 6 6 6 6 6 6 6 6 6 6 453 01 6 6 6 6 6 6 6 7 7 7 60 454 QI 7 7 7 7 7 7 7 7 7 7 455 01 7 7 7 7 7 7 7 7 7 7 456 01 7 7 7 7 7 7 7 8 8 8 P"' 457 O1 8 8 8 8 8 8 8 8 8 8 458 01 8 8 8 8 8 8 9 9 9 9 PP II OM 1110 hp Wm Pa iii PM ii HEC -1 INPUT PAGE 10 r LINE ID 1 2 3 4 5 6 7 8 9 10 ill 459 01 9 9 9 9 9 9 9 9 9 10 460 01 10 10 10 10 10 10 10 11 11 11 461 01 11 11 11 11 12 12 12 13 13 13 rm. 462 01 13 14 15 15 16 16 16 16 16 16 il 463 0I 18 20 22 49 77 105 73 41 13 14 464 01 14 14 13 13 12 12 11 11 11 10 465 OI 10 10 10 9 9 9 9 9 9 8 !" 466 0I 8 8 8 8 8 8 8 8 8 7 467 01 7 7 7 7 7 7 7 7 7 7 ill 468 01 7 7 7 7 6 6 6 6 6 6 469 0I 6 6 6 6 6 6 6 6 6 6 470 0I 6 6 6 6 6 6 6 6 6 6 r" 471 0I 5 5 5 5 5 5 5 5 5 5 ii 472 01 5 5 5 5 5 5 5 5 473 KK COMBI am 474 KM COMBINE SUBAREA I WITH FLOW FROM BASIN H 475 HC 2 ii 476 KK I 477 KM SAND AREA 0.40 ACRES M" 478 KO 1 ill 479 RS 1 ELEV 1546 480 SV 0.00 0.01 0.91 4.69 12.81 24.22 39.69 481 SE 1546 1546.01 1548 1550 1552 1554 1556 482 S0 0.0 12.9 18.2 30.5 43.6 43.6 43.6 PP ii 483 KK J 484 KM WATERSHED INPUT DATA FOR 100 - YEAR STORM ANALYSIS 485 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD rillI 486 KM Point Rainfall 6 487 KM 5- Minute = 0.57 inches 488 ' KM 30- Minute = 1.15 inches 489 KM 1-Hour = 1.53 inches 490 KM 3 -Hour = 2.90 inches O "' 491 KM 6 -Hour = 4.38 inches ill 492 KM 24 -Hour = 10.15 inches 493 KM Ybar = 0.443 Fm = 0.525 in /hr 494 KM TIME OF CONCENTRATION (MIN)= 17.20 , ASSUMED TIME TO PEAK (HRS)= 16.25 oat 495 BA 0.048 496 0I 4 4 4 4 4 4 4 4 4 4 ii 497 01 4 4 4 4 4 4 4 4 4 4 498 0I 4 4 4 4 4 4 4 4 4 4 499 01 4 4 4 4 4 4 4 4 4 4 PIR 500 01 4 4 4 4 4 4 4 4 4 4 501 01 4 4 4 4 4 4 4 5 5 5 MO 502 01 5 5 5 5 5 5 5 5 5 5 503 0I 5 5 5 5 5 5 5 5 5 5 - 504 0I 5 5 5 5 5 5 5 5 5 5 505 01 5 5 5 5 5 5 5 5 5 5 ii 506 01 5 5 5 5 5 5 5 5 5 5 507 01 5 5 6 6 6 6 6 6 6 6 508 0I 6 6 6 6 6 6 6 6 6 6 O. 509 0I 6 6 6 6 6 6 6 6 6 6 510 0I 6 7 7 7 7 7 7 7 7 7 PR illi Ii PI ill ill PIO 10 r Li HEC-1 INPUT PAGE 11 F. LINE ID 1 2 3 4 5 6 7 8 9 10 L 511 01 7 7 7 7 7 7 7 7 7 8 512 QI 8 8 8 8 8 8 8 8 9 9 513 0I 9 9 9 9 9 9 10 10 10 10 Illi 514 0I 11 11 11 12 12 12 12 12 12 12 515 01 13 15 16 35 55 75 58 42 26 12 516 QI 11 11 11 10 10 9 9 9 9 8 517 0I 8 8 8 7 7 7 7 7 7 7 I- 518 QI 7 7 7 6 6 6 6 6 6 6 hi 519 01 6 6 6 6 6 6 6 5 5 5 520 QI 5 5 5 5 5 5 5 5 5 5 521 QI 5 5 5 5 5 5 5 5 5 5 522 01 5 5 5 5 4 4 4 4 4 4 1: 523 01 4 4 4 4 4 4 4 4 4 4 524 0I 4 4 4 4 4 4 4 4 525 KK J 526 KM SAND AREA 0.14 ACRES IM 527 KO 1 528 RS 1 ELEV 1554 529 SV 0.00 0.01 0.61 1.70 3.34 5.78 9.44 530 SE 1554 1554.01 1556 1558 1560 1562 1564 el 531 so 0.0 4.5 6.4 10.7 15.3 15.3 15.3 Ili 532 ZZ Pm hp r- 60 in t 6 a.. lr I 60 pm a O1 d i> rw ail Po ii Ple iiii 6 SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE (V) ROUTING ( - - - >) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR ( < - - -) RETURN OF DIVERTED OR PUMPED FLOW 12 B V V 54 8 is 61 OS ! 104 > OS -D i i 103 DIVOS pm 107 C . . 150 . COMB -C . V r V Li, 152 C • J m- 162 > C -A 160 DIVC -A 165 . . H • i 207 COMBH . V Fm„ V 210 . H 220 > H -I """ 218 . DIVH -I 224 . . .< C -A Po 223 . RCTOA S . 225 . A 267 . . BSNA iit . V . . v 269 A PP 278 .< OS-D 2 . . ROS -D hi 279 D 321 COMB -D . . . V 323 . . D PP hi 330 E . . V 3 E • 379 . F PP . V iii r 422 F 1: . . 430 .< H -I 4 29 . . . . . RCTOI i 431 I rm 473 COMBI 476 . . 1 to 483 . . J . . V . V 525 J I;(***) RUNOFF ALSO COMPUTED AT THIS LOCATION 1 o ii 4" II 0. ii ihr Pluk t Ili WO e i !A ili E . sr no li r 6 pm * * * * FLOOD HYDROGRAPH PACKAGE (HEC -1) * * U.S. ARMY CORPS OF ENGINEERS * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 01 JUN 88 * * 609 SECOND STREET * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 10/11/1993 TIME 11:18:13 * * (916) 551 -1748 * C* * * * I JOHN M. TETTEMER & ASSOCIATES, LTD. SIERRA LAKES HYDROLOGY STUDY DEVELOPED CONDITIONS, 100 -YEAR 24 -HOUR STORM ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW SECOND DAY OF 48 HOUR STORM fn= SLMD2.I /0 21SEP93 TDG r * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I IM 11 10 OUTPUT CONTROL VARIABLES Pm IPRNT 5 PRINT CONTROL ill IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE Pm IT HYDROGRAPH TIME DATA NMIN 5 MINUTES IN COMPUTATION INTERVAL 66 IDATE 21SEP93 STARTING DATE ITIME 0000 STARTING TIME NQ 300 NUMBER OF HYDROGRAPH ORDINATES I. NDDATE 22SEP93 ENDING DATE NDTIME 0055 ENDING TIME ill ICENT 19 CENTURY MARK COMPUTATION INTERVAL .08 HOURS ." TOTAL TIME BASE 24.92 HOURS ENGLISH UNITS DRAINAGE AREA SQUARE MILES Pm PRECIPITATION DEPTH INCHES i LENGTH, ELEVATION FEET V FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE -FEET SURFACE AREA ACRES " TEMPERATURE DEGREES FAHRENHEIT l ir * ** * ** * ** * ** * ** * ** * ** * ** *** * ** *** * ** *** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** ilim * * P 54 KK * B 6 * * 0 * * * * * * * * * * * * ** PP 56 KO OUTPUT CONTROL VARIABLES ill IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA 57 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES PP ITYP ELEV TYPE OF INITIAL CONDITION il RSVRIC 1606.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 58 SV STORAGE .0 .0 1.0 2.4 4.2 6.5 10.3 59 SE ELEVATION 1606.00 1606.01 1608.00 1610.00 1612.00 1614.00 1616.00 60 SQ DISCHARGE 0. 3. 5. 8. 11. 11. 11. i; r * ** • C O. * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN TO 3. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) HYDROGRAPH AT STATION B * * 1'' ; DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 0. .0 1606.0 * 21 SEP 0820 101 6. 1.5 1608.8 * 21 SEP 1640 201 11. 6.4 1613.9 21 SEP 0005 2 3. .0 1606.1 * 21 SEP 0825 102 6. 1.5 1608.8 * 21 SEP 1645 202 11. 6.5 1613.9 21 SEP 0010 3 3. .0 1606.1 * 21 SEP 0830 103 6. 1.6 1608.8 * 21 SEP 1650 203 11. 6.5 1614.0 21 SEP 0015 4 3. .1 1606.1 * 21 SEP 0835 104 6. 1.6 1608.8 * 21 SEP 1655 204 11. 6.5 1614.0 21 SEP 0020 5 3. .1 1606.2 * 21 SEP 0840 105 6. 1.6 1608.9 * 21 SEP 1700 205 11. 6.6 1614.0 21 SEP 0025 6 3. .1 1606.2 * 21 SEP 0845 106 6. 1.6 1608.9 * 21 SEP 1705 206 11. 6.6 1614.0 21 SEP 0030 7 3. .1 1606.2 * 21 SEP 0850 107 6. 1.6 1608.9 * 21 SEP 1710 207 11. 6.6 1614.0 li 21 SEP 0035 8 3. .1 1606.3 * 21 SEP 0855 108 6. 1.6 1608.9 * 21 SEP 1715 208 11. 6.6 1614.1 21 SEP 0040 9 3. .2 1606.3 * 21 SEP 0900 109 6. 1.6 1608.9 * 21 SEP 1720 209 11. 6.6 1614.1 21 SEP 0045 10 3. .2 1606.4 * 21 SEP 0905 110 6. 1.7 1609.0 * 21 SEP 1725 210 11. 6.7 1614.1 21 SEP 0050 11 3. .2 1606.4 * 21 SEP 0910 111 6. 1.7 1609.0 * 21 SEP 1730 211 11. 6.7 1614.1 ii 21 SEP 0055 12 3. .2 1606.4 * 21 SEP 0915 112 6. 1.7 1609.0 * 21 SEP 1735 212 11. 6.7 1614.1 21 SEP 0100 13 3. .2 1606.5 * 21 SEP 0920 113 6. 1.7 1609.0 * 21 SEP 1740 213 11. 6.7 1614.1 21 SEP 0105 14 4. .2 1606.5 * 21 SEP 0925 114 6. 1.7 1609.0 * 21 SEP 1745 214 11. 6.7 1614.1 21 SEP 0110 15 4. .3 1606.5 * 21 SEP 0930 115 6. 1.7 1609.1 * 21 SEP 1750 215 11. 6.7 1614.1 21 SEP 0115 16 4. .3 1606.6 * 21 SEP 0935 116 6. 1.7 1609.1 * 21 SEP 1755 216 11. 6.7 1614.1 I; 21 SEP 0120 17 4. .3 1606.6 * 21 SEP 0940 117 6. 1.8 1609.1 * 21 SEP 1800 217 11. 6.7 1614.1 21 SEP 0125 18 4. .3 1606.6 * 21 SEP 0945 118 6. 1.8 1609.1 * 21 SEP 1805 218 11. 6.7 1614.1 21 SEP 0130 19 4. .3 1606.7 * 21 SEP 0950 119 6. 1.8 1609.1 * 21 SEP 1810 219 11. 6.7 1614.1 21 SEP 0135 20 4. .3 1606.7 * 21 SEP 0955 120 6. 1.8 1609.1 * 21 SEP 1815 220 11. 6.7 1614.1 !rig 21 SEP 0140 21 4. .4 1606.7 * 21 SEP 1000 121 6. 1.8 1609.2 * 21 SEP 1820 221 11. 6.7 1614.1 21 SEP 0145 22 4. .4 1606.8 * 21 SEP 1005 122 6. 1.8 1609.2 * 21 SEP 1825 222 11. 6.7 1614.1 ON 21 SEP 0150 23 4. .4 1606.8 * 21 SEP 1010 123 6. 1.8 1609.2 * 21 SEP 1830 223 11. 6.7 1614.1 21 SEP 0155 24 4. .4 1606.8 * 21 SEP 1015 124 6. 1.8 1609.2 * 21 SEP 1835 224 11. 6.7 1614.1 21 SEP 0200 25 4. .4 1606.9 * 21 SEP 1020 125 6. 1.9 1609.2 * 21 SEP 1840 225 11. 6.6 1614.1 21 SEP 0205 26 4. .4 1606.9 * 21 SEP 1025 126 6. 1.9 1609.3 * 21 SEP 1845 226 11. 6.6 1614.1 im 21 SEP 0210 27 4. .5 1606.9 * 21 SEP 1030 127 7. 1.9 1609.3 * 21 SEP 1850 227 11. 6.6 1614.1 21 SEP 0215 28 4. .5 1607.0 * 21 SEP 1035 128 7. 1.9 1609.3 * 21 SEP 1855 228 11. 6.6 1614.0 21 SEP 0220 29 4. .5 1607.0 * 21 SEP 1040 129 7. 1.9 1609.3 * 21 SEP 1900 229 11. 6.6 1614.0 21 SEP 0225 30 4. .5 1607.0 * 21 SEP 1045 130 7. 1.9 1609.4 * 21 SEP 1905 230 11. 6.6 1614.0 21 SEP 0230 31 4. .5 1607.0 * 21 SEP 1050 131 7. 2.0 1609.4 * 21 SEP 1910 231 11. 6.6 1614.0 21 SEP 0235 32 4. .5 1607.1 * 21 SEP 1055 132 7. 2.0 1609.4 * 21 SEP 1915 232 11. 6.6 1614.0 21 SEP 0240 33 4. .5 1607.1 * 21 SEP 1100 133 7. 2.0 1609.4 * 21 SEP 1920 233 11. 6.5 1614.0 21 SEP 0245 34 4. .6 1607.1 * 21 SEP 1105 134 7. 2.0 1609.5 * 21 SEP 1925 234 11. 6.5 1614.0 21 SEP 0250 35 4. .6 1607.2 * 21 SEP 1110 135 7. 2.0 1609.5 * 21 SEP 1930 235 11. 6.5 1614.0 21 SEP 0255 36 4. .6 1607.2 * 21 SEP 1115 136 7. 2.0 1609.5 * 21 SEP 1935 236 11. 6.5 1614.0 21 SEP 0300 37 4. .6 1607.2 * 21 SEP 1120 137 7. 2.0 1609.5 * 21 SEP 1940 237 11. 6.5 1613.9 21 SEP 0305 38 4. .6 1607.3 * 21 SEP 1125 138 7. 2.1 1609.5 * 21 SEP 1945 238 11. 6.4 1613.9 r+ 21 SEP 0310 39 4. .6 1607.3 * 21 SEP 1130 139 7. 2.1 1609.6 * 21 SEP 1950 239 11. 6.4 1613.9 1 21 SEP 0315 40 4. .6 1607.3 * 21 SEP 1135 140 7. 2.1 1609.6 * 21 SEP 1955 240 11. 6.4 1613.9 21 SEP 0320 41 4. .7 1607.3 * 21 SEP 1140 141 7. 2.1 1609.6 * 21 SEP 2000 241 11. 6.4 1613.9 21 SEP 0325 42 4. .7 1607.4 * 21 SEP 1145 142 7. 2.1 1609.6 * 21 SEP 2005 242 11. 6.4 1613.9 21 SEP 0330 43 4. .7 1607.4 * 21 SEP 1150 143 7. 2.1 1609.7 * 21 SEP 2010 243 11. 6.3 1613.8 21 SEP 0335 44 4. .7 1607.4 * 21 SEP 1155 144 7. 2.2 1609.7 * 21 SEP 2015 244 11. 6.3 1613.8 ' 21 SEP 0340 45 4. .7 1607.4 * 21 SEP 1200 145 7. 2.2 1609.7 * 21 SEP 2020 245 11. 6.3 1613.8 21 SEP 0345 46 4. .7 1607.5 * 21 SEP 1205 146 7. 2.2 1609.7 * 21 SEP 2025 246 11. 6.3 1613.8 21 SEP 0350 47 4. .7 1607.5 * 21 SEP 1210 147 7. 2.2 1609.8 * 21 SEP 2030 247 11. 6.3 1613.8 21 SEP 0355 48 4. .7 1607.5 * 21 SEP 1215 148 7. 2.2 1609.8 * 21 SEP 2035 248 11. 6.2 1613.8 1; 21 SEP 0400 49 4. .8 1607.5 * 21 SEP 1220 149 7. 2.3 1609.8 * 21 SEP 2040 249 11. 6.2 1613.7 21 SEP 0405 50 4. .8 1607.6 * 21 SEP 1225 150 7. 2.3 1609.8 * 21 SEP 2045 250 11. 6.2 1613.7 21 SEP 0410 51 4. .8 1607.6 * 21 SEP 1230 151 7. 2.3 1609.9 * 21 SEP 2050 251 11. 6.2 1613.7 21 SEP 0415 52 4. .8 1607.6 * 21 SEP 1235 152 7. 2.3 1609.9 * 21 SEP 2055 252 11. 6.1 1613.7 I: 21 SEP 0420 53 4. .8 1607.7 * 21 SEP 1240 153 7. 2.3 1609.9 * 21 SEP 2100 253 11. 6.1 1613.6 21 SEP 0425 54 4. .8 1607.7 * 21 SEP 1245 154 8. 2.3 1609.9 * 21 SEP 2105 254 11. 6.1 1613.6 21 SEP 0430 55 4. .9 1607.8 * 21 SEP 1250 155 8. 2.4 1610.0 * 21 SEP 2110 255 11. 6.0 1613.6 21 SEP 0435 56 4. .9 1607.8 * 21 SEP 1255 156 8. 2.4 1610.0 * 21 SEP 2115 256 11. 6.0 1613.6 21 SEP 0440 57 4. .9 1607.8 * 21 SEP 1300 157 8. 2.4 1610.0 * 21 SEP 2120 257 11. 6.0 1613.6 21 SEP 0445 58 4. .9 1607.9 * 21 SEP 1305 158 8. 2.4 1610.0 * 21 SEP 2125 258 11. 6.0 1613.5 21 SEP 0450 59 4. .9 1607.9 * 21 SEP 1310 159 8. 2.5 1610.1 * 21 SEP 2130 259 11. 5.9 1613.5 21 SEP 0455 60 4. 1.0 1607.9 * 21 SEP 1315 160 8. 2.5 1610.1 * 21 SEP 2135 260 11. 5.9 1613.5 21 SEP 0500 61 4. 1.0 1608.0 * 21 SEP 1320 161 8. 2.5 1610.1 * 21 SEP 2140 261 11. 5.9 1613.5 I: 21 SEP 0505 62 5. 1.0 1608.0 * 21 SEP 1325 162 8. 2.5 1610.1 * 21 SEP 2145 262 11. 5.9 1613.4 21 SEP 0510 63 5. 1.0 1608.0 * 21 SEP 1330 163 8. 2.5 1610.2 * 21 SEP 2150 263 11. 5.8 1613.4 21 SEP 0515 64 5. 1.0 1608.1 * 21 SEP 1335 164 8. 2.6 1610.2 * 21 SEP 2155 264 11. 5.8 1613.4 21 SEP 0520 65 5. 1.0 1608.1 * 21 SEP 1340 165 8. 2.6 1610.2 * 21 SEP 2200 265 11. 5.8 1613.4 pm 21 SEP 0525 66 5. 1.1 1608.1 * 21 SEP 1345 166 8. 2.6 1610.3 * 21 SEP 2205 266 11. 5.8 1613.3 i ii r . ili 21 SEP 0530 67 5. 1.1 1608.1 * 21 SEP 1350 167 8. 2.7 1610.3 * 21 SEP 2210 267 11. 5.7 1613.3 21 SEP 0535 68 5. 1.1 1608.1 * 21 SEP 1355 168 8. 2.7 1610.3 * 21 SEP 2215 268 11. 5.7 1613.3 21 SEP 0540 69 5. 1.1 1608.2 * 21 SEP 1400 169 8. 2.7 1610.4 * 21 SEP 2220 269 11. 5.7 1613.3 21 SEP 0545 70 5. 1.1 1608.2 * 21 SEP 1405 170 8. 2.7 1610.4 * 21 SEP 2225 270 11. 5.6 1613.3 21 SEP 0550 71 5. 1.1 1608.2 * 21 SEP 1410 171 8. 2.8 1610.4 * 21 SEP 2230 271 11. 5.6 1613.2 21 SEP 0555 72 5. 1.1 1608.2 * 21 SEP 1415 172 8. 2.8 1610.5 * 21 SEP 2235 272 11. 5.6 1613.2 21 SEP 0600 73 5. 1.2 1608.3 * 21 SEP 1420 173 8. 2.8 1610.5 * 21 SEP 2240 273 11. 5.5 1613.2 21 SEP 0605 74 5. 1.2 1608.3 * 21 SEP 1425 174 8. 2.9 1610.5 * 21 SEP 2245 274 11. 5.5 1613.1 21 SEP 0610 75 5. 1.2 1608.3 * 21 SEP 1430 175 9. 2.9 1610.6 * 21 SEP 2250 275 11. 5.5 1613.1 21 SEP 0615 76 5. 1.2 1608.3 * 21 SEP 1435 176 9. 2.9 1610.6 * 21 SEP 2255 276 11. 5.4 1613.1 21 SEP 0620 77 5. 1.2 1608.3 * 21 SEP 1440 177 9. 3.0 1610.6 * 21 SEP 2300 277 11. 5.4 1613.1 21 SEP 0625 78 5. 1.2 1608.4 * 21 SEP 1445 178 9. 3.0 1610.7 * 21 SEP 2305 278 11. 5.4 1613.0 r i li 21 SEP 0630 79 5. 1.2 1608.4 * 21 SEP 1450 179 9. 3.0 1610.7 * 21 SEP 2310 279 11. 5.3 1613.0 21 SEP 0635 80 5. 1.3 1608.4 * 21 SEP 1455 180 9. 3.1 1610.8 * 21 SEP 2315 280 11. 5.3 1613.0 21 SEP 0640 81 5. 1.3 1608.4 * 21 SEP 1500 181 9. 3.1 1610.8 * 21 SEP 2320 281 11. 5.3 1612.9 21 SEP 0645 82 5. 1.3 1608.4 * 21 SEP 1505 182 9. 3.2 1610.9 * 21 SEP 2325 282 11. 5.2 1612.9 ri 21 SEP 0650 83 5. 1.3 1608.4 * 21 SEP 1510 183 9. 3.2 1610.9 * 21 SEP 2330 283 11. 5.2 1612.9 21 SEP 0655 84 5. 1.3 1608.5 * 21 SEP 1515 184 9. 3.3 1611.0 * 21 SEP 2335 284 11. 5.2 1612.9 21 SEP 0700 85 5. 1.3 1608.5 * 21 SEP 1520 185 9. 3.3 1611.0 * 21 SEP 2340 285 11. 5.1 1612.8 21 SEP 0705 86 5. 1.3 1608.5 * 21 SEP 1525 186 9. 3.4 1611.1 * 21 SEP 2345 286 11. 5.1 1612.8 21 SEP 0710 87 5. 1.3 1608.5 * 21 SEP 1530 187 10. 3.4 1611.2 * 21 SEP 2350 287 11. 5.1 1612.8 1 11 ; 21 SEP 0715 88 5. 1.4 1608.5 * 21 SEP 1535 188 10. 3.5 1611.2 * 21 SEP 2355 288 11. 5.0 1612.7 21 SEP 0720 89 5. 1.4 1608.5 * 21 SEP 1540 189 10. 3.5 1611.3 * 22 SEP 0000 289 11. 5.0 1612.7 21 SEP 0725 90 5. 1.4 1608.6 * 21 SEP 1545 190 10. 3.6 1611.3 * 22 SEP 0005 290 11. 5.0 1612.7 21 SEP 0730 91 5. 1.4 1608.6 * 21 SEP 1550 191 10. 3.6 1611.4 * 22 SEP 0010 291 11. 4.9 1612.7 P! 21 SEP 0735 92 5. 1.4 1608.6 * 21 SEP 1555 192 10. 3.7 1611.5 * 22 SEP 0015 292 11. 4.9 1612.6 21 SEP 0740 93 5. 1.4 1608.6 * 21 SEP 1600 193 10. 3.8 1611.6 * 22 SEP 0020 293 11. 4.9 1612.6 IS 21 SEP 0745 94 5. 1.4 1608.6 * 21 SEP 1605 194 10. 3.9 1611.7 * 22 SEP 0025 294 11. 4.8 1612.6 21 SEP 0750 95 5. 1.4 1608.6 * 21 SEP 1610 195 11. 4.2 1612.0 * 22 SEP 0030 295 11. 4.8 1612.5 21 SEP 0755 96 6. 1.4 1608.7 * 21 SEP 1615 196 11. 4.5 1612.3 * 22 SEP 0035 296 11. 4.8 1612.5 I; 21 SEP 0800 97 6. 1.5 1608.7 * 21 SEP 1620 197 11. 5.0 1612.7 * 22 SEP 0040 297 11. 4.7 1612.5 21 SEP 0805 98 6. 1.5 1608.7 * 21 SEP 1625 198 11. 5.5 1613.1 * 22 SEP 0045 298 11. 4.7 1612.4 21 SEP 0810 99 6. 1.5 1608.7 * 21 SEP 1630 199 11. 5.9 1613.5 * 22 SEP 0050 299 11. 4.7 1612.4 21 SEP 0815 100 6. 1.5 1608.8 * 21 SEP 1635 200 11. 6.2 1613.7 * 22 SEP 0055 300 11. 4.6 1612.4 pm * * 6 PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR 1" 11. 16.25 (CFS) 11. 8. 8. 8. (INCHES) 1.469 4.204 4.270 4.270 km (AC -FT) 5. 15. 16. 16. pm PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6 -HR 24 -HR 72-HR 24.92-HR kr 7. 17.92 6. 3. 3. 3. PEAK STAGE TIME MAXIMUM AVERAGE STAGE r (FEET) (HR) 6 -HR 24 -HR 72-HR 24.92 -HR 1614.09 18.00 1613.83 1610.55 1610.39 1610.39 CUMULATIVE AREA = .07 SG MI it * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** Imo! N 6 * * 152 KK * C * * * 155 KO OUTPUT CONTROL VARIABLES :: IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE r ... HYDROGRAPH ROUTING DATA I 6. 156 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION r - RSVRIC 1589.10 INITIAL CONDITION 6 X .00 WORKING R AND D COEFFICIENT 157 SV STORAGE .0 1.0 3.5 7.7 14.0 22.3 33.7 i 1 ; 158 SE ELEVATION 1588.00 1590.00 1592.00 1594.00 1596.00 1598.00 1600.00 1: 159 SO DISCHARGE 0. 26. 57. 79. 95. 108. 121. * ** WARNING - -- ROUTED OUTFLOW ( 123.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE L WARNING - -- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE 1 WARNING - -- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE WARNING - -- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE 1; WARNING --- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE WARNING - -- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE WARNING - -- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE ;WARNING --- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE WARNING - -- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE ; ; WARNING --- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE WARNING - -- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE WARNING - -- ROUTED OUTFLOW ( 124.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 123.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE WARNING - -- ROUTED OUTFLOW ( 123.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE i: WARNING - -- ROUTED OUTFLOW ( 123.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 123.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE WARNING - -- ROUTED OUTFLOW ( 122.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 122.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE r" WARNING --- ROUTED OUTFLOW ( 122.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE L WARNING - -- ROUTED OUTFLOW ( 122.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE - OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 121.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 121.) IS GREATER THAN MAXIMUM OUTFLOW ( 121.) IN STORAGE-OUTFLOW TABLE I" ii HYDROGRAPH AT STATION C * * i; DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 14. .6 1589.1 * 21 SEP 0820 101 62. 4.4 1592.4 * 21 SEP 1640 201 124. 36.4 1600.5 21 SEP 0005 2 20. .8 1589.6 * 21 SEP 0825 102 62. 4.4 1592.4 * 21 SEP 1645 202 124. 36.5 1600.5 21 SEP 0010 3 25. 1.0 1589.9 * 21 SEP 0830 103 62. 4.5 1592.5 * 21 SEP 1650 203 124. 36.7 1600.5 1; 21 SEP 0015 4 28. 1.2 1590.1 * 21 SEP 0835 104 62. 4.5 1592.5 * 21 SEP •1655 204 124. 36.7 1600.5 21 SEP 0020 5 30. 1.3 1590.2 * 21 SEP 0840 105 62. 4.6 1592.5 * 21 SEP 1700 205 124. 36.8 1600.5 21 SEP 0025 6 31. 1.5 1590.3 * 21 SEP 0845 106 63. 4.6 1592.5 * 21 SEP 1705 206 124. 36.8 1600.5 21 SEP 0030 7 33. 1.6 1590.4 * 21 SEP 0850 107 63. 4.6 1592.5 * 21 SEP 1710 207 124. 36.7 1600.5 1: 21 SEP 0035 8 34. 1.7 1590.5 * 21 SEP 0855 108 63. 4.7 1592.5 * 21 SEP 1715 208 124. 36.6 1600.5 21 SEP 0040 9 36. 1.8 1590.6 * 21 SEP 0900 109 63. 4.7 1592.6 * 21 SEP 1720 209 124. 36.5 1600.5 21 SEP 0045 10 37. 1.9 1590.7 * 21 SEP 0905 110 63. 4.7 1592.6 * 21 SEP 1725 210 124. 36.4 1600.5 21 SEP 0050 11 38. 2.0 1590.8 * 21 SEP 0910 111 64. 4.8 1592.6 * 21 SEP 1730 211 124. 36.3 1600.5 I; 21 SEP 0055 12 39. 2.1 1590.9 * 21 SEP 0915 112 64. 4.8 1592.6 * 21 SEP 1735 212 124. 36.2 1600.4 21 SEP 0100 13 40. 2.2 1590.9 * 21 SEP 0920 113 64. 4.9 1592.6 * 21 SEP 1740 213 124. 36.0 1600.4 21 SEP 0105 14 41. 2.3 1591.0 * 21 SEP 0925 114 64. 4.9 1592.7 * 21 SEP 1745 214 123. 35.8 1600.4 21 SEP 0110 15 42. 2.3 1591.0 * 21 SEP 0930 115 64. 4.9 1592.7 * 21 SEP 1750 215 123. 35.6 1600.3 21 SEP 0115 16 43. 2.4 1591.1 * 21 SEP 0935 116 65. 5.0 1592.7 * 21 SEP 1755 216 123. 35.4 1600.3 iii r 6 21 SEP 0120 17 44. 2.5 1591.1 * 21 SEP 0940 117 65. 5.0 1592.7 * 21 SEP 1800 217 123. 35.2 1600.3 21 SEP 0125 18 44. 2.5 1591.2 * 21 SEP 0945 118 65. 5.1 1592.7 * 21 SEP 1805 218 122. 35.0 1600.2 21 SEP 0130 19 45. 2.6 1591.2 * 21 SEP 0950 119 65. 5.1 1592.8 * 21 SEP 1810 219 122. 34.7 1600.2 21 SEP 0135 20 46. 2.6 1591.3 * 21 SEP 0955 120 66. 5.2 1592.8 * 21 SEP 1815 220 122. 34.5 1600.1 21 SEP 0140 21 46. 2.7 1591.3 * 21 SEP 1000 121 66. 5.2 1592.8 * 21 SEP 1820 221 122. 34.2 1600.1 21 SEP 0145 22 47. 2.7 1591.3 * 21 SEP 1005 122 66. 5.3 1592.8 * 21 SEP 1825 222 121. 34.0 1600.1 21 SEP 0150 23 47. 2.7 1591.4 * 21 SEP 1010 123 67. 5.4 1592.9 * 21 SEP 1830 223 121. 33.7 1600.0 21 SEP 0155 24 48. 2.8 1591.4 * 21 SEP 1015 124 67. 5.4 1592.9 * 21 SEP 1835 224 121. 33.5 1600.0 21 SEP 0200 25 48. 2.8 1591.4 * 21 SEP 1020 125 67. 5.5 1592.9 * 21 SEP 1840 225 120. 33.2 1599.9 21 SEP 0205 26 49. 2.8 1591.5 * 21 SEP 1025 126 67. 5.5 1592.9 * 21 SEP 1845 226 120. 32.9 1599.9 21 SEP 0210 27 49. 2.9 1591.5 * 21 SEP 1030 127 68. 5.6 1593.0 * 21 SEP 1850 227 120. 32.7 1599.8 21 SEP 0215 28 49. 2.9 1591.5 * 21 SEP 1035 128 68. 5.6 1593.0 * 21 SEP 1855 228 119. 32.4 1599.8 I: 21 SEP 0220 29 50. 2.9 1591.5 * 21. SEP 1040 129 68. 5.7 1593.0 * 21 SEP 1900 229 119. 32.1 1599.7 21 SEP 0225 30 50. 3.0 1591.5 * 21 SEP 1045 130 69. 5.7 1593.1 * 21 SEP 1905 230 119. 31.8 1599.7 21 SEP 0230 31 50. 3.0 1591.6 * 21 SEP 1050 131 69. 5.8 1593.1 * 21 SEP 1910 231 118. 31.5 1599.6 21 SEP 0235 32 51. 3.0 1591.6 * 21 SEP 1055 132 69. 5.9 1593.1 * 21 SEP 1915 232 118. 31.2 1599.6 i mi 21 SEP 0240 33 51. 3.0 1591.6 * 21 SEP 1100 133 70. 5.9 1593.1 * 21 SEP 1920 233 118. 30.9 1599.5 21 SEP 0245 34 51. 3.1 1591.6 * 21 SEP 1105 134 70. 6.0 1593.2 * 21 SEP 1925 234 117. 30.6 1599.5 21 SEP 0250 35 51. 3.1 1591.6 * 21 SEP 1110 135 70. 6.0 1593.2 * 21 SEP 1930 235 117. 30.3 1599.4 21 SEP 0255 36 52. 3.1 1591.7 * 21 SEP 1115 136 71. 6.1 1593.2 * 21 SEP 1935 236 117. 30.0 1599.3 21 SEP 0300 37 52. 3.1 1591.7 * 21 SEP 1120 137 71. 6.2 1593.3 * 21 SEP 1940 237 116. 29.7 1599.3 i; 21 SEP 0305 38 52. 3.1 1591.7 * 21 SEP 1125 138 71. 6.2 1593.3 * 21 SEP 1945 238 116. 29.3 1599.2 21 SEP 0310 39 52. 3.1 1591.7 * 21 SEP 1130 139 72. 6.3 1593.3 * 21 SEP 1950 239 116. 29.0 1599.2 21 SEP 0315 40 53. 3.2 1591.7 * 21 SEP 1135 140 72. 6.4 1593.4 * 21 SEP 1955 240 115. 28.7 1599.1 21 SEP 0320 41 53. 3.2 1591.7 * 21 SEP 1140 141 72. 6.4 1593.4 * 21 SEP 2000 241 115. 28.4 1599.1 1: 21 SEP 0325 42 53. 3.2 1591.7 * 21 SEP 1145 142 73. 6.5 1593.4 * 21 SEP 2005 242 115. 28.0 1599.0 21 SEP 0330 43 53. 3.2 1591.7 * 21 SEP 1150 143 73. 6.6 1593.5 * 21 SEP 2010 243 114. 27.7 1598.9 21 SEP 0335 44 53. 3.2 1591.8 * 21 SEP 1155 144 73. 6.7 1593.5 * 21 SEP 2015 244 114. 27.4 1598.9 21 SEP 0340 45 53. 3.2 1591.8 * 21 SEP 1200 145 74. 6.7 1593.5 * 21 SEP 2020 245 113. 27.1 1598.8 21 SEP 0345 46 54. 3.3 1591.8 * 21 SEP 1205 146 74. 6.8 1593.6 * 21 SEP 2025 246 113. 26.7 1598.8 i m i 21 SEP 0350 47 54. 3.3 1591.8 * 21 SEP 1210 147 75. 6.9 1593.6 * 21 SEP 2030 247 113. 26.4 1598.7 21 SEP 0355 48 54. 3.3 1591.8 * 21 SEP 1215 148 75. 7.0 1593.7 * 21 SEP 2035 248 112. 26.1 1598.7 21 SEP 0400 49 54. 3.3 1591.8 * 21 SEP 1220 149 76. 7.1 1593.7 * 21 SEP 2040 249 112. 25.8 1598.6 21 SEP 0405 50 54. 3.3 1591.8 * 21 SEP 1225 150 76. 7.1 1593.7 * 21 SEP 2045 250 112. 25.4 1598.5 21 SEP 0410 51 54. 3.3 1591.8 * 21 SEP 1230 151 76. 7.2 1593.8 * 21 SEP 2050 251 111. 25.1 1598.5 i ll i 21 SEP 0415 52 55. 3.3 1591.8 * 21 SEP 1235 152 77. 7.3 1593.8 * 21 SEP 2055 252 111. 24.8 1598.4 21 SEP 0420 53 55. 3.3 1591.9 * 21 SEP 1240 153 77. 7.4 1593.8 * 21 SEP 2100 253 110. 24.4 1598.4 21 SEP 0425 54 55. 3.4 1591.9 * 21 SEP 1245 154 78. 7.5 1593.9 * 21 SEP 2105 254 110. 24.1 1598.3 21 SEP 0430 55 55. 3.4 1591.9 * 21 SEP 1250 155 78. 7.6 1593.9 * 21 SEP 2110 255 110. 23.8 1598.3 r 21 SEP 0435 56 55. 3.4 1591.9 * 21 SEP 1255 156 79. 7.6 1594.0 * 21 SEP 2115 256 109. 23.4 1598.2 L 21 SEP 0440 57 55. 3.4 1591.9 * 21 SEP 1300 157 79. 7.7 1594.0 * 21 SEP 2120 257 109. 23.1 1598.1 21 SEP 0445 58 56. 3.4 1591.9 * 21 SEP 1305 158 79. 7.8 1594.0 * 21 SEP 2125 258 109. 22.8 1598.1 21 SEP 0450 59 56. 3.4 1591.9 * 21 SEP 1310 159 80. 8.0 1594.1 * 21 SEP 2130 259 108. 22.4 1598.0 21 SEP 0455 60 56. 3.4 1591.9 * 21 SEP 1315 160 80. 8.1 1594.1 * 21 SEP 2135 260 108. 22.1 1597.9 21 SEP 0500 61 56. 3.4 1591.9 * 21 SEP 1320 161 80. 8.2 1594.1 * 21 SEP 2140 261 107. 21.8 1597.9 21 SEP 0505 62 56. 3.5 1591.9 * 21 SEP 1325 162 81. 8.3 1594.2 * 21 SEP 2145 262 107. 21.4 1597.8 21 SEP 0510 63 56. 3.5 1592.0 * 21 SEP 1330 163 81. 8.4 1594.2 * 21 SEP 2150 263 106. 21.1 1597.7 21 SEP 0515 64 56. 3.5 1592.0 * 21 SEP 1335 164 81. 8.6 1594.3 * 21 SEP 2155 264 106. 20.8 1597.6 F 21 SEP 0520 65 57. 3.5 1592.0 * 21 SEP 1340 165 82. 8.7 1594.3 * 21 SEP 2200 265 105. 20.4 1597.5 1 21 SEP 0525 66 57. 3.5 1592.0 * 21 SEP 1345 166 82. 8.9 1594.4 * 21 SEP 2205 266 105. 20.1 1597.5 21 SEP 0530 67 57. 3.5 1592.0 * 21 SEP 1350 167 82. 9.0 1594.4 * 21 SEP 2210 267 104. 19.8 1597.4 21 SEP 0535 68 57. 3.5 1592.0 * 21 SEP 1355 168 83. 9.2 1594.5 * 21 SEP 2215 268 104. 19.5 1597.3 e .w. 21 SEP 0540 69 57. 3.6 1592.0 * 21 SEP 1400 169 83. 9.4 1594.5 * 21 SEP 2220 269 103. 19.1 1597.2 21 SEP 0545 70 57. 3.6 1592.0 * 21 SEP 1405 170 84. 9.5 1594.6 * 21 SEP 2225 270 103. 18.8 1597.2 till 21 SEP 0550 71 57. 3.6 1592.0 * 21 SEP 1410 171 84. 9.7 1594.6 * 21 sEP 2230 271 102. 18.5 1597.1 21 SEP 0555 72 57. 3.6 1592.0 * 21 SEP 1415 172 85. 9.9 1594.7 * 21 SEP 2235 272 102. 18.2 1597.0 21 SEP 0600 73 57. 3.6 1592.0 * 21 SEP 1420 173 85. 10.1 1594.8 * 21 SEP 2240 273 101. 17.9 1596.9 Po 21 SEP 0605 74 58. 3.6 1592.1 * 21 SEP 1425 174 86. 10.3 1594.8 * 21 SEP 2245 274 101. 17.5 1596.9 ii 21 SEP 0610 75 58. 3.7 1592.1 * 21 SEP 1430 175 86. 10.5 1594.9 * 21 SEP 2250 275 100. 17.2 1596.8 21 SEP 0615 76 58. 3.7 1592.1 * 21 SEP 1435 176 87. 10.8 1595.0 * 21 SEP 2255 276 100. 16.9 1596.7 21 SEP 0620 77 58. 3.7 1592.1 * 21 SEP 1440 177 87. 11.0 1595.0 * 21 SEP 2300 277 99. 16.6 1596.6 21 SEP 0625 78 58. 3.7 1592.1 * 21 SEP 1445 178 88. 11.2 1595.1 * 21 SEP 2305 278 99. 16.3 1596.6 ri 21 SEP 0630 79 58. 3.8 1592.1 * 21 SEP 1450 179 89. 11.5 1595.2 * 21 SEP 2310 279 98. 16.0 1596.5 21 SEP 0635 80 58. 3.8 1592.1 * 21 SEP 1455 180 89. 11.8 1595.3 * 21 SEP 2315 280 98. 15.7 1596.4 21 SEP 0640 81 58. 3.8 1592.1 * 21 SEP 1500 181 90. 12.1 1595.4 * 21 SEP 2320 281 97. 15.4 1596.3 21 SEP 0645 82 59. 3.8 1592.1 * 21 SEP 1505 182 91. 12.4 1595.5 * 21 SEP 2325 282 97. 15.1 1596.3 1; 21 SEP 0650 83 59. 3.9 1592.2 * 21 SEP 1510 183 92. 12.8 1595.6 * 21 SEP 2330 283 96. 14.8 1596.2 21 SEP 0655 84 59. 3.9 1592.2 * 21 SEP 1515 184 93. 13.2 1595.7 * 21 SEP 2335 284 96. 14.5 1596.1 21 SEP 0700 85 59. 3.9 1592.2 * 21 SEP 1520 185 94. 13.6 1595.9 * 21 SEP 2340 285 95. 14.2 1596.0 21 SEP 0705 86 59. 3.9 1592.2 * 21 SEP 1525 186 95. 14.0 1596.0 * 21 SEP 2345 286 95. 13.9 1596.0 21 SEP 0710 87 59. 4.0 1592.2 * 21 SEP 1530 187 96. 14.4 1596.1 * 21 SEP 2350 287 94. 13.6 1595.9 I; 21 SEP 0715 88 59. 4.0 1592.2 * 21 SEP 1535 188 96. 14.8 1596.2 * 21 SEP 2355 288 93. 13.3 1595.8 21 SEP 0720 89 60. 4.0 1592.2 * 21 SEP 1540 189 97. 15.2 1596.3 * 22 SEP 0000 289 93. 13.0 1595.7 21 SEP 0725 90 60. 4.1 1592.3 * 21 SEP 1545 190 97. 15.6 1596.4 * 22 SEP 0005 290 92. 12.7 1595.6 21 SEP 0730 91 60. 4.1 1592.3 * 21 SEP 1550 191 98. 16.0 1596.5 * 22 SEP 0010 291 91. 12.5 1595.5 1; 21 SEP 0735 92 60. 4.1 1592.3 * 21 SEP 1555 192 99. 16.5 1596.6 * 22 SEP 0015 292 90. 12.2 1595.4 21 SEP 0740 93 60. 4.2 1592.3 * 21 SEP 1600 193 100. 17.2 1596.8 * 22 SEP 0020 293 90. 11.9 1595.3 21 SEP 0745 94 60. 4.2 1592.3 * 21 SEP 1605 194 102. 18.4 1597.1 * 22 SEP 0025 294 89. 11.7 1595.3 21 SEP 0750 95 61. 4.2 1592.3 * 21 SEP 1610 195 105. 20.7 1597.6 * 22 SEP 0030 295 88. 11.4 1595.2 pom 21 SEP 0755 96 61. 4.2 1592.3 * 21 SEP 1615 196 110. 24.0 1598.3 * 22 SEP 0035 296 88. 11.2 1595.1 j I: 21 SEP 0800 97 61. 4.3 1592.4 * 21 SEP 1620 197 115. 28.3 1599.1 * 22 SEP 0040 297 87. 10.9 1595.0 t 21 SEP 0805 98 61. 4.3 1592.4 * 21 SEP 1625 198 120. 32.5 1599.8 * 22 SEP 0045 298 87. 10.7 1594.9 1; 21 SEP 0810 99 61. 4.3 1592.4 * 21 SEP 1630 199 123. 35.1 1600.2 * 22 SEP 0050 299 86. 10.4 1594.9 21 SEP 0815 100 61. 4.4 1592.4 * 21 SEP 1635 200 124. 36.2 1600.4 * 22 SEP 0055 300 85. 10.2 1594.8 * * I: PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6-HR 24-HR 72 -HR 24.92 -HR 124. 17.00 (CFS) 117. 82. 80. 80. (INCHES) 1.458 4.094 4.153 4.153 ri (AC -FT) 58. 162. 165. 165. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC-FT) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 37. 17.00 30. 13. 12. 12. r i PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6-HR 24-HR 72-HR 24.92-HR 1600.54 17.00 1599.34 1594.89 1594.72 1594.72 CUMULATIVE AREA = .74 SQ MI * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * * * * * * * * * * * * ** * * ill 210 KK * H * * L 213 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 6 HYDROGRAPH ROUTING DATA 214 RS STORAGE ROUTING 1" NSTPS 1 NUMBER OF SUBREACHES iii ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1566.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT rum L . 215 SV STORAGE .0 .0 1.6 4.5 9.3 216 SE ELEVATION 1566.00 1566.01 1568.00 1570.00 1572.00 P" 217 SQ DISCHARGE 0. 14. 40. 92. 136. L * ** .._ * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 14. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. ii THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) i; HYDROGRAPH AT STATION H * * ii DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 0. .0 1566.0 * 21 SEP 0820 101 47. 2.0 1568.3 * 21 SEP 1640 201 93. 4.6 1570.0 21 SEP 0005 2 14. .0 1566.1 * 21 SEP 0825 102 47. 2.0 1568.3 * 21 SEP 1645 202 93. 4.6 1570.1 21 SEP 0010 3 14. .1 1566.1 * 21 SEP 0830 103 47. 2.0 1568.3 * 21 SEP 1650 203 94. 4.7 1570.1 K 21 SEP 0015 4 15. .1 1566.1 * 21 SEP 0835 104 47. 2.0 1568.3 * 21 SEP 1655 204 94. 4.7 1570.1 21 SEP 0020 5 16. .1 1566.2 * 21 SEP 0840 105 47. 2.0 1568.3 * 21 SEP 1700 205 94. 4.7 1570.1 21 SEP 0025 6 16. .2 1566.2 * 21 SEP 0845 106 47. 2.0 1568.3 * 21 SEP 1705 206 94. 4.8 1570.1 21 SEP 0030 7 17. .2 1566.3 * 21 SEP 0850 107 48. 2.0 1568.3 * 21 SEP 1710 207 95. 4.8 1570.1 21 SEP 0035 8 18. .3 1566.3 * 21 SEP 0855 108 48. 2.0 1568.3 * 21 SEP 1715 208 95. 4.8 1570.1 4 21 SEP 0040 9 19. .3 1566.4 * 21 SEP 0900 109 48. 2.1 1568.3 * 21 SEP 1720 209 95. 4.8 1570.1 21 SEP 0045 10 20. .4 1566.5 * 21 SEP 0905 110 48. 2.1 1568.3 * 21 SEP 1725 210 95. 4.9 1570.1 21 SEP 0050 11 21. .4 1566.6 * 21 SEP 0910 111 48. 2.1 1568.3 * 21 SEP 1730 211 95. 4.9 1570.2 FPI 21 SEP 0055 12 22. .5 1566.6 * 21 SEP 0915 112 48. 2.1 1568.3 * 21 SEP 1735 212 95. 4.9 1570.2 iii n bi 21 SEP 0100 13 23. .6 1566.7 * 21 SEP 0920 113 48. 2.1 1568.3 * 21 SEP 1740 213 96. 4.9 1570.2 21 SEP 0105 14 23. .6 1566.8 * 21 SEP 0925 114 49. 2.1 1568.3 * 21 SEP 1745 214 96. 4.9 1570.2 i: 21 SEP 0110 15 24. .7 1566.8 * 21 SEP 0930 115 49. 2.1 1568.3 * 21 SEP 1750 215 96. 4.9 1570.2 21 SEP 0115 16 25. .7 1566.9 * 21 SEP 0935 116 49. 2.1 1568.3 * 21 SEP 1755 216 96. 4.9 1570.2 21 SEP 0120 17 26. .8 1567.0 * 21 SEP 0940 117 49. 2.1 1568.3 * 21 SEP 1800 217 96. 4.9 1570.2 21 SEP 0125 18 27. .8 1567.0 * 21 SEP 0945 118 49. 2.1 1568.4 * 21 SEP 1805 218 96. 4.9 1570.2 21 SEP 0130 19 28. .9 1567.1 * 21 SEP 0950 119 49. 2.1 1568.4 * 21 SEP 1810 219 96. 4.9 1570.2 ro 21 SEP 0135 20 28. .9 1567.1 * 21 SEP 0955 120 50. 2.2 1568.4 * 21 SEP 1815 220 96. 4.9 1570.2 21 SEP 0140 21 29. 1.0 1567.2 * 21 SEP 1000 121 50. 2.2 1568.4 * 21 SEP 1820 221 96. 4.9 1570.2 21 SEP 0145 22 30. 1.0 1567.2 * 21 SEP 1005 122 50. 2.2 1568.4 * 21 SEP 1825 222 96. 4.9 1570.2 21 SEP 0150 23 30. 1.0 1567.3 * 21 SEP 1010 123 50. 2.2 1568.4 * 21 SEP 1830 223 96. 4.9 1570.2 i mi 21 SEP 0155 24 31. 1.1 1567.3 * 21 SEP 1015 124 50. 2.2 1568.4 * 21 SEP 1835 224 96. 4.9 1570.2 21 SEP 0200 25 32. 1.1 1567.4 * 21 SEP 1020 125 51. 2.2 1568.4 * 21 SEP 1840 225 96. 4.9 1570.2 21 SEP 0205 26 32. 1.1 1567.4 * 21 SEP 1025 126 51. 2.2 1568.4 * 21 SEP 1845 226 95. 4.9 1570.2 21 SEP 0210 27 33. 1.2 1567.5 * 21 SEP 1030 127 51. 2.2 1568.4 * 21 SEP 1850 227 95. 4.9 1570.1 21 SEP 0215 28 33. 1.2 1567.5 * 21 SEP 1035 128 51. 2.2 1568.4 * 21 SEP 1855 228 95. 4.9 1570.1 21 SEP 0220 29 34. 1.2 1567.5 * 21 SEP 1040 129 51. 2.3 1568.4 * 21 SEP 1900 229 95. 4.8 1570.1 I; 21 SEP 0225 30 34. 1.3 1567.6 * 21 SEP 1045 130 52. 2.3 1568.4 * 21 SEP 1905 230 95. 4.8 1570.1 21 SEP 0230 31 35. 1.3 1567.6 * 21 SEP 1050 131 52. 2.3 1568.5 * 21 SEP 1910 231 95. 4.8 1570.1 21 SEP 0235 32 35. 1.3 1567.6 * 21 SEP 1055 132 52. 2.3 1568.5 * 21 SEP 1915 232 94. 4.8 1570.1 aa 21 SEP 0240 33 36. 1.3 1567.7 * 21 SEP 1100 133 52. 2.3 1568.5 * 21 SEP 1920 233 94. 4.8 1570.1 21 SEP 0245 34 36. 1.4 1567.7 * 21 SEP 1105 134 53. 2.3 1568.5 * 21 SEP 1925 234 94. 4.7 1570.1 pp 21 SEP 0250 35 36. 1.4 1567.7 * 21 SEP 1110 135 53. 2.3 1568.5 * 21 SEP 1930 235 94. 4.7 1570.1 21 SEP 0255 36 37. 1.4 1567.7 * 21 SEP 1115 136 53. 2.3 1568.5 * 21 SEP 1935 236 94. 4.7 1570.1 21 SEP 0300 37 37. 1.4 1567.8 * 21 SEP 1120 137 53. 2.4 1568.5 * 21 SEP 1940 237 94. 4.7 1570.1 1; 21 SEP 0305 38 37. 1.5 1567.8 * 21 SEP 1125 138 54. 2.4 1568.5 * 21 SEP 1945 238 93. 4.7 1570.1 21 SEP 0310 39 38. 1.5 1567.8 * 21 SEP 1130 139 54. 2.4 1568.5 * 21 SEP 1950 239 93. 4.6 1570.1 21 SEP 0315 40 38. 1.5 1567.8 * 21 SEP 1135 140 54. 2.4 1568.5 * 21 SEP 1955 240 93. 4.6 1570.0 21 SEP 0320 41 38. 1.5 1567.9 * 21 SEP 1140 141 54. 2.4 1568.5 * 21 SEP 2000 241 93. 4.6 1570.0 21 SEP 0325 42 38. 1.5 1567.9 * 21 SEP 1145 142 55. 2.4 1568.6 * 21 SEP 2005 242 93. 4.6 1570.0 ri 21 SEP 0330 43 39. 1.5 1567.9 * 21 SEP 1150 143 55. 2.5 1568.6 * 21 SEP 2010 243 92. 4.5 1570.0 21 SEP 0335 44 39. 1.6 1567.9 * 21 SEP 1155 144 55. 2.5 1568.6 * 21 SEP 2015 244 92. 4.5 1570.0 21 SEP 0340 45 39. 1.6 1567.9 * 21 SEP 1200 145 56. 2.5 1568.6 * 21 SEP 2020 245 92. 4.5 1570.0 21 SEP 0345 46 39. 1.6 1567.9 * 21 SEP 1205 146 56. 2.5 1568.6 * 21 SEP 2025 246 91. 4.5 1570.0 21 SEP 0350 47 40. 1.6 1568.0 * 21 SEP 1210 147 57. 2.5 1568.6 * 21 SEP 2030 247 91. 4.4 1570.0 21 SEP 0355 48 40. 1.6 1568.0 * 21 SEP 1215 148 57. 2.6 1568.6 * 21 SEP 2035 248 90. 4.4 1569.9 21 SEP 0400 49 40. 1.6 1568.0 * 21 SEP 1220 149 57. 2.6 1568.7 * 21 SEP 2040 249 90. 4.4 1569.9 21 SEP 0405 50 40. 1.6 1568.0 * 21 SEP 1225 150 58. 2.6 1568.7 * 21 SEP 2045 250, 90. 4.4 1569.9 21 SEP 0410 51 40. 1.6 1568.0 * 21 SEP 1230 151 58. 2.6 1568.7 * 21 SEP 2050 251 89. 4.4 1569.9 21 SEP 0415 52 41. 1.6 1568.0 * 21 SEP 1235 152 58. 2.6 1568.7 * 21 SEP 2055 252 89. 4.3 1569.9 21 SEP 0420 53 41. 1.7 1568.0 * 21 SEP 1240 153 59. 2.7 1568.7 * 21 SEP 2100 253 89. 4.3 1569.9 21 SEP 0425 54 41. 1.7 1568.0 * 21 SEP 1245 154 59. 2.7 1568.7 * 21 SEP 2105 254 88. 4.3 1569.9 21 SEP 0430 55 41. 1.7 1568.0 * 21 SEP 1250 155 59. 2.7 1568.7 * 21 SEP 2110 255 88. 4.3 1569.8 i iiii 21 SEP 0435 56 41. 1.7 1568.0 * 21 SEP 1255 156 60. 2.7 1568.8 * 21 SEP 2115 256 88. 4.3 1569.8 21 SEP 0440 57 41. 1.7 1568.1 * 21 SEP 1300 157 60. 2.7 1568.8 * 21 SEP 2120 257 87. 4.2 1569.8 21 SEP 0445 58 42. 1.7 1568.1 * 21 SEP 1305 158 60. 2.8 1568.8 * 21 SEP 2125 258 87. 4.2 1569.8 21 SEP 0450 59 42. 1.7 1568.1 * 21 SEP 1310 159 61. 2.8 1568.8 * 21 SEP 2130 259 87. 4.2 1569.8 21 SEP 0455 60 42. 1.7 1568.1 * 21 SEP 1315 160 61. 2.8 1568.8 * 21 SEP 2135 260 86. 4.2 1569.8 I; 21 SEP 0500 61 42. 1.7 1568.1 * 21 SEP 1320 161 61. 2.8 1568.8 * 21 SEP 2140 261 86. 4.2 1569.8 21 SEP 0505 62 42. 1.7 1568.1 * 21 SEP 1325 162 62. 2.8 1568.8 * 21 SEP 2145 262 86. 4.2 1569.8 21 SEP 0510 63 42. 1.7 1568.1 * 21 SEP 1330 163 62. 2.8 1568.8 * 21 SEP 2150 263 85. 4.1 1569.7 21 SEP 0515 64 42. 1.8 1568.1 * 21 SEP 1335 164 62. 2.9 1568.9 * 21 SEP 2155 264 85. 4.1 1569.7 21 SEP 0520 65 43. 1.8 1568.1 * 21 SEP 1340 165 63. 2.9 1568.9 * 21 SEP 2200 265 85. 4.1 1569.7 21 SEP 0525 66 43. 1.8 1568.1 * 21 SEP 1345 166 63. 2.9 1568.9 * 21 SEP 2205 266 84. 4.1 1569.7 21 SEP 0530 67 43. 1.8 1568.1 * 21 SEP 1350 167 63. 2.9 1568.9 * 21 SEP 2210 267 84. 4.1 1569.7 21 SEP 0535 68 43. 1.8 1568.1 * 21 SEP 1355 168 63. 2.9 1568.9 * 21 SEP 2215 268 84. 4.0 1569.7 21 SEP 0540 69 43. 1.8 1568.1 * 21 SEP 1400 169 64. 2.9 1568.9 * 21 SEP 2220 269 83. 4.0 1569.7 21 SEP 0545 70 43. 1.8 1568.1 * 21 SEP 1405 170 64. 3.0 1568.9 * 21 SEP 2225 270 83. 4.0 1569.6 21 SEP 0550 71 43. 1.8 1568.1 * 21 SEP 1410 171 64. 3.0 1568.9 * 21 SEP 2230 271 82. 4.0 1569.6 21 SEP 0555 72 43. 1.8 1568.1 * 21 SEP 1415 172 65. 3.0 1568.9 * 21 SEP 2235 272 82. 4.0 1569.6 21 SEP 0600 73 44. 1.8 1568.1 * 21 SEP 1420 173 65. 3.0 1569.0 * 21 SEP 2240 273 82. 3.9 1569.6 21 SEP 0605 74 44. 1.8 1568.1 * 21 SEP 1425 174 65. 3.0 1569.0 * 21 SEP 2245 274 81. 3.9 1569.6 21 SEP 0610 75 44. 1.8 1568.1 * 21 SEP 1430 175 66. 3.0 1569.0 * 21 SEP 2250 275 81. 3.9 1569.6 21 SEP 0615 76 44. 1.8 1568.1 * 21 SEP 1435 176 66. 3.1 1569.0 * 21 SEP 2255 276 81. 3.9 1569.6 21 SEP 0620 77 44. 1.8 1568.1 * 21 SEP 1440 177 67. 3.1 1569.0 * 21 SEP 2300 277 80. 3.9 1569.5 21 SEP 0625 78 44. 1.8 1568.2 * 21 SEP 1445 178 67. 3.1 1569.0 * 21 SEP 2305 278 80. 3.8 1569.5 I; 21 SEP 0630 79 44. 1.8 1568.2 * 21 SEP 1450 179 68. 3.1 1569.1 * 21 SEP 2310 279 79. 3.8 1569.5 21 SEP 0635 80 44. 1.9 1568.2 * 21 SEP 1455 180 68. 3.2 1569.1 * 21 SEP 2315 280 79. 3.8 1569.5 21 SEP 0640 81 44. 1.9 1568.2 * 21 SEP 1500 181 68. 3.2 1569.1 * 21 SEP 2320 281 79. 3.8 1569.5 21 SEP 0645 82 44. 1.9 1568.2 * 21 SEP 1505 182 69. 3.2 1569.1 * 21 SEP 2325 282 78. 3.7 1569.5 21 SEP 0650 83 45. 1.9 1568.2 * 21 SEP 1510 183 69. 3.3 1569.1 * 21 SEP 2330 283 78. 3.7 1569.5 . 21 SEP 0655 84 45. 1.9 1568.2 * 21 SEP 1515 184 70. 3.3 1569.2 * 21 SEP 2335 284 78. 3.7 1569.4 21 SEP 0700 85 45. 1.9 1568.2 * 21 SEP 1520 185 71. 3.3 1569.2 * 21 SEP 2340 285 77. 3.7 1569.4 21 SEP 0705 86 45. 1.9 1568.2 * 21 SEP 1525 186 71. 3.4 1569.2 * 21 SEP 2345 286 77. 3.7 1569.4 21 SEP 0710 87 45. 1.9 1568.2 * 21 SEP 1530 187 72. 3.4 1569.2 * 21 SEP 2350 287 76. 3.6 1569.4 i lm i 21 SEP 0715 88 45. 1.9 1568.2 * 21 SEP 1535 188 73. 3.4 1569.3 * 21 SEP 2355 288 76. 3.6 1569.4 21 SEP 0720 89 45. 1.9 1568.2 * 21 SEP 1540 189 73. 3.5 1569.3 * 22 SEP 0000 289 76. 3.6 1569.4 21 SEP 0725 90 45. 1.9 1568.2 * 21 SEP 1545 190 74. 3.5 1569.3 * 22 SEP 0005 290 75. 3.6 1569.4 21 SEP 0730 91 45. 1.9 1568.2 * 21 SEP 1550 191 75. 3.5 1569.3 * 22 SEP 0010 291 75. 3.5 1569.3 pm 21 SEP 0735 92 46. 1.9 1568.2 * 21 SEP 1555 192 75. 3.6 1569.4 * 22 SEP 0015 292 74. 3.5 1569.3 iI i 21 SEP 0740 93 46. 1.9 1568.2 * 21 SEP 1600 193 76. 3.6 1569.4 * 22 SEP 0020 293 74. 3.5 1569.3 21 SEP 0745 94 46. 1.9 1568.2 * 21 SEP 1605 194 77. 3.7 1569.4 * 22 SEP 0025 294 73. 3.5 1569.3 21 SEP 0750 95 46. 1.9 1568.2 * 21 SEP 1610 195 80. 3.8 1569.5 * 22 SEP 0030 295 73. 3.4 1569.3 I: 21 SEP 0755 96 46. 2.0 1568.2 * 21 SEP 1615 196 84. 4.1 1569.7 * 22 SEP 0035 296 72. 3.4 1569.2 21 SEP 0800 97 46. 2.0 1568.2 * 21 SEP 1620 197 88. 4.3 1569.8 * 22 SEP 0040 297 72. 3.4 1569.2 21 SEP 0805 98 46. 2.0 1568.2 * 21 SEP 1625 198 91. 4.4 1569.9 * 22 SEP 0045 298 71. 3.4 1569.2 21 SEP 0810 99 46. 2.0 1568.2 * 21 SEP 1630 199 92. 4.5 1570.0 * 22 SEP 0050 299 71. 3.3 1569.2 s 21 SEP 0815 100 47. 2.0 1568.3 * 21 SEP 1635 200 93. 4.6 1570.0 * 22 SEP 0055 300 71. 3.3 1569.2 pm PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 - HR 24 -HR 72-HR 24.92-HR iii 96. 18.17 (CFS) 92. 63. 61. 61. (INCHES) 1.114 3.053 3.083 3.083 (AC - FT) 46. 125. 126. 126. OP ii,PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6-HR 24-HR 72-HR 24.92-HR 5. 18.17 5. 3. 3. 3. 111. PEAK STAGE TIME MAXIMUM AVERAGE STAGE i ll (FEET) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 1570.17 18.17 1570.01 1568.86 1568.76 1568.76 IA! CUMULATIVE AREA = .77 SG M1 1 im *** * ** * ** * ** * ** * ** * ** *** *** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** *** *** *** * ** *** * ** * ** *** * ** * ** * ** * ** ill PP * * 269 KK * A * II * * r 271 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL CSCAL 0. HYDROGRAPH PLOT SCALE IPWR HYDROGRAPH ROUTING DATA 6 272 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES '"'" ITYP ELEV TYPE OF INITIAL CONDITION 6 RSVRIC 1578.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT pm 273 SV STORAGE .0 .0 1.3 4.2 10.1 18.8 29.9 ,ii 274 SE ELEVATION 1578.00 1578.01 1580.00 1582.00 1584.00 1586.00 1588.00 4 275 SO DISCHARGE 0. 13. 18. 31. 44. 44. 44. SIM III * ** * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 13. 7111 THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) rill HYDROGRAPH AT STATION A * * PR DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * i ill 21 SEP 0000 1 0. .0 1578.0 * 21 SEP 0820 101 31. 4.2 1582.0 * 21 SEP 1640 201 44. 17.0 1585.6 21 SEP 0005 2 13. .1 1578.1 * 21 SEP 0825 102 31. 4.3 1582.0 * 21 SEP 1645 202 44. 17.2 1585.6 21 SEP 0010 3 13. .2 1578.2 * 21 SEP 0830 103 31. 4.3 1582.0 * 21 SEP 1650 203 44. 17.4 1585.7 1. 21 SEP 0015 4 14. .2 1578.3 * 21 SEP 0835 104 31. 4.3 1582.0 * 21 SEP 1655 204 44. 17.5 1585.7 L 21 SEP 0020 5 14. .3 1578.4 * 21 SEP 0840 105 31. 4.4 1582.1 * 21 SEP 1700 205 44. 17.7 1585.7 in 21 SEP 0025 6 14. .3 1578.5 * 21 SEP 0845 106 31. 4.4 1582.1 * 21 SEP 1705 206 44. 17.8 1585.8 21 SEP 0030 7 15. .4 1578.6 * 21 SEP 0850 107 31. 4.4 1582.1 * 21 SEP 1710 207 44. 17.9 1585.8 1 ,,, 21 SEP 0035 8 15. .5 1578.7 * 21 SEP 0855 108 31. 4.4 1582.1 * 21 SEP 1715 208 44. 18.1 1585.8 is ill 21 SEP 0040 9 15. .6 1578.8 * 21 SEP 0900 109 31. 4.5 1582.1 * 21 SEP 1720 209 44. 18.2 1585.9 21 SEP 0045 10 15. .6 1578.9 * 21 SEP 0905 110 31. 4.5 1582.1 * 21 SEP 1725 210 44. 18.3 1585.9 21 SEP 0050 11 16. .7 1579.0 * 21 SEP 0910 111 31. 4.5 1582.1 * 21 SEP 1730 211 44. 18.4 1585.9 I; 21 SEP 0055 12 16. .8 1579.1 * 21 SEP 0915 112 31. 4.6 1582.1 * 21 SEP 1735 212 44. 18.5 1585.9 21 SEP 0100 13 16. .8 1579.2 * 21 SEP 0920 113 31. 4.6 1582.1 * 21 SEP 1740 213 44. 18.6 1585.9 21 SEP 0105 14 16. .9 1579.3 * 21 SEP 0925 114 31. 4.6 1582.1 * 21 SEP 1745 214 44. 18.7 1586.0 21 SEP 0110 15 17. 1.0 1579.4 * 21 SEP 0930 115 31. 4.6 1582.2 * 21 SEP 1750 215 44. 18.8 1586.0 ,E 21 SEP 0115 16 17. 1.0 1579.5 * 21 SEP 0935 116 32. 4.7 1582.2 * 21 SEP 1755 216 44. 18.8 1586.0 21 SEP 0120 17 17. 1.1 1579.6 * 21 SEP 0940 117 32. 4.7 1582.2 * 21 SEP 1800 217 44. 18.9 1586.0 21 SEP 0125 18 17. 1.1 1579.7 * 21 SEP 0945 118 32. 4.7 1582.2 * 21 SEP 1805 218 44. 19.0 1586.0 21 SEP 0130 19 18. 1.2 1579.8 * 21 SEP 0950 119 32. 4.8 1582.2 * 21 SEP 1810 219 44. 19.1 1586.0 21 SEP 0135 20 18. 1.3 1579.9 * 21 SEP 0955 120 32. 4.8 1582.2 * 21 SEP 1815 220 44. 19.1 1586.1 21 SEP 0140 21 18. 1.3 1580.0 * 21 SEP 1000 121 32. 4.8 1582.2 * 21 SEP 1820 221 44. 19.2 1586.1 21 SEP 0145 22 18. 1.4 1580.0 * 21 SEP 1005 122 32. 4.9 1582.2 * 21 SEP 1825 222 44. 19.3 1586.1 21 SEP 0150 23 19. 1.5 1580.1 * 21 SEP 1010 123 32. 4.9 1582.2 * 21 SEP 1830 223 44. 19.3 1586.1 21 SEP 0155 24 19. 1.5 1580.1 * 21 SEP 1015 124 32. 4.9 1582.3 * 21 SEP 1835 224 44. 19.4 1586.1 21 SEP 0200 25 19. 1.6 1580.2 * 21 SEP 1020 125 32. 5.0 1582.3 * 21 SEP 1840 225 44. 19.4 1586.1 21 SEP 0205 26 20. 1.6 1580.2 * 21 SEP 1025 126 32. 5.0 1582.3 * 21 SEP 1845 226 44. 19.5 1586.1 21 SEP 0210 27 20. 1.7 1580.3 * 21 SEP 1030 127 32. 5.1 1582.3 * 21 SEP 1850 227 44. 19.5 1586.1 21 SEP 0215 28 20. 1.8 1580.3 * 21 SEP 1035 128 32. 5.1 1582.3 * 21 SEP 1855 228 44. 19.6 1586.1 21 SEP 0220 29 20. 1.8 1580.3 * 21 SEP 1040 129 33. 5.1 1582.3 * 21 SEP 1900 229 44. 19.6 1586.1 !I' 21 SEP 0225 30 21. 1.9 1580.4 * 21 SEP 1045 130 33. 5.2 1582.3 * 21 SEP 1905 230 44. 19.7 1586.2 li 21 SEP 0230 31 21. 1.9 1580.4 * 21 SEP 1050 131 33. 5.2 1582.3 * 21 SEP 1910 231 44. 19.7 1586.2 21 SEP 0235 32 21. 2.0 1580.5 * 21 SEP 1055 132 33. 5.3 1582.4 * 21 SEP 1915 232 44. 19.7 1586.2 21 SEP 0240 33 21. 2.0 1580.5 * 21 SEP 1100 133 33. 5.3 1582.4 * 21 SEP 1920 233 44. 19.8 1586.2 21 SEP 0245 34 21. 2.1 1580.5 * 21 SEP 1105 134 33. 5.3 1582.4 * 21 SEP 1925 234 44. 19.8 1586.2 21 SEP 0250 35 22. 2.1 1580.6 * 21 SEP 1110 135 33. 5.4 1582.4 * 21 SEP 1930 235 44. 19.8 1586.2 21 SEP 0255 36 22. 2.2 1580.6 * 21 SEP 1115 136 33. 5.4 1582.4 * 21 SEP 1935 236 44. 19.9 1586.2 21 SEP 0300 37 22. 2.2 1580.6 * 21 SEP 1120 137 33. 5.5 1582.4 * 21 SEP 1940 237 44. 19.9 1586.2 21 SEP 0305 38 22. 2.3 1580.7 * 21 SEP 1125 138 33. 5.5 1582.4 * 21 SEP 1945 238 44. 19.9 1586.2 21 SEP 0310 39 23. 2.3 1580.7 * 21 SEP 1130 139 33. 5.6 1582.5 * 21 SEP 1950 239 44. 19.9 1586.2 21 SEP 0315 40 23. 2.4 1580.7 * 21 SEP 1135 140 34. 5.6 1582.5 * 21 SEP 1955 240 44. 20.0 1586.2 21 SEP 0320 41 23. 2.4 1580.8 * 21 SEP 1140 141 34. 5.7 1582.5 * 21 SEP 2000 241 44. 20.0 1586.2 21 SEP 0325 42 23. 2.5 1580.8 * 21 SEP 1145 142 34. 5.7 1582.5 * 21 SEP 2005 242 44. 20.0 1586.2 pm 21 SEP 0330 43 23. 2.5 1580.8 * 21 SEP 1150 143 34. 5.8 1582.5 * 21 SEP 2010 243 44. 20.0 1586.2 21 SEP 0335 44 23. 2.5 1580.8 * 21 SEP 1155 144 34. 5.8 1582.5 * 21 SEP 2015 244 44. 20.0 1586.2 am 21 SEP 0340 45 24. 2.6 1580.9 * 21 SEP 1200 145 34. 5.9 1582.6 * 21 SEP 2020 245 44. 20.1 1586.2 21 SEP 0345 46 24. 2.6 1580.9 * 21 SEP 1205 146 34. 5.9 1582.6 * 21 SEP 2025 246 44. 20.1 1586.2 21 SEP 0350 47 24. 2.7 1580.9 * 21 SEP 1210 147 34. 6.0 1582.6 * 21 SEP 2030 247 44. 20.1 1586.2 !"" 21 SEP 0355 48 24. 2.7 1581.0 * 21 SEP 1215 148 34. 6.0 1582.6 * 21 SEP 2035 248 44. 20.1 1586.2 21 SEP 0400 49 24. 2.7 1581.0 * 21 SEP 1220 149 35. 6.1 1582.6 * 21 SEP 2040 249 44. 20.1 1586.2 21 SEP 0405 50 24. 2.8 1581.0 * 21 SEP 1225 150 35. 6.1 1582.6 * 21 SEP 2045 250 44. 20.1 1586.2 21 SEP 0410 51 25. 2.8 1581.0 * 21 SEP 1230 151 35. 6.2 1582.7 * 21 SEP 2050 251 44. 20.1 1586.2 p., 21 SEP 0415 52 25. 2.9 1581.1 * 21 SEP 1235 152 35. 6.2 1582.7 * 21 SEP 2055 252 44. 20.1 1586.2 21 SEP 0420 53 25. 2.9 1581.1 * 21 SEP 1240 153 35. 6.3 1582.7 * 21 SEP 2100 253 44. 20.1 1586.2 kg 21 SEP 0425 54 25. 2.9 1581.1 * 21 SEP 1245 154 35. 6.3 1582.7 * 21 SEP 2105 254 44. 20.1 1586.2 21 SEP 0430 55 25. 3.0 1581.2 * 21 SEP 1250 155 35. 6.4 1582.7 * 21 SEP 2110 255 44. 20.1 1586.2 21 SEP 0435 56 25. 3.0 1581.2 * 21 SEP 1255 156 35. 6.5 1582.8 * 21 SEP 2115 256 44. 20.1 1586.2 21 SEP 0440 57 26. 3.1 1581.2 * 21 SEP 1300 157 36. 6.5 1582.8 * 21 SEP 2120 257 44. 20.1 1586.2 21 SEP 0445 58 26. 3.1 1581.2 * 21 SEP 1305 158 36. 6.6 1582.8 * 21 SEP 2125 258 44. 20.1 1586.2 21 SEP 0450 59 26. 3.1 1581.2 * 21 SEP 1310 159 36. 6.7 1582.8 * 21 SEP 2130 259 44. 20.1 1586.2 21 SEP 0455 60 26. 3.2 1581.3 * 21 SEP 1315 160 36. 6.7 1582.8 * 21 SEP 2135 260 44. 20.1 1586.2 21 SEP 0500 61 26. 3.2 1581.3 * 21 SEP 1320 161 36. 6.8 1582.9 * 21 SEP 2140 261 44. 20.1 1586.2 21 SEP 0505 62 26. 3.2 1581.3 * 21 SEP 1325 162 36. 6.9 1582.9 * 21 SEP 2145 262 44. 20.1 1586.2 21 SEP 0510 63 26. 3.2 1581.3 * 21 SEP 1330 163 37. 6.9 1582.9 * 21 SEP 2150 263 44. 20.0 1586.2 21 SEP 0515 64 27. 3.3 1581.4 * 21 SEP 1335 164 37. 7.0 1582.9 * 21 sEP 2155 264 44. 20.0 1586.2 21 SEP 0520 65 27. 3.3 1581.4 * 21 SEP 1340 165 37. 7.1 1583.0 * 21 SEP 2200 265 44. 20.0 1586.2 V" 21 SEP 0525 66 27. 3.3 1581.4 * 21 SEP 1345 166 37. 7.2 1583.0 * 21 SEP 2205 266 44. 20.0 1586.2 21 SEP 0530 67 27. 3.4 1581.4 * 21 SEP 1350 167 37. 7.2 1583.0 * 21 SEP 2210 267 44. 20.0 1586.2 i 21 SEP 0535 68 27. 3.4 1581.4 * 21 SEP 1355 168 37. 7.3 1583.0 * 21 SEP 2215 268 44. 20.0 1586.2 21 SEP 0540 69 27. 3.4 1581.5 * 21 SEP 1400 169 38. 7.4 1583.1 * 21 SEP 2220 269 44. 19.9 1586.2 21 SEP 0545 70 27. 3.4 1581.5 * 21 SEP 1405 170 38. 7.5 1583.1 * 21 SEP 2225 270 44. 19.9 1586.2 21 SEP 0550 71 27. 3.5 1581.5 * 21 SEP 1410 171 38. 7.6 1583.1 * 21 SEP 2230 271 44. 19.9 1586.2 21 SEP 0555 72 28. 3.5 1581.5 * 21 SEP 1415 172 38. 7.7 1583.2 * 21 SEP 2235 272 44. 19.9 1586.2 21 SEP 0600 73 28. 3.5 1581.5 * 21 SEP 1420 173 38. 7.8 1583.2 * 21 SEP 2240 273 44. 19.8 1586.2 21 SEP 0605 74 28. 3.6 1581.6 * 21 SEP 1425 174 39. 7.9 1583.2 * 21 SEP 2245 274 44. 19.8 1586.2 21 SEP 0610 75 28. 3.6 1581.6 * 21 SEP 1430 175 39. 8.0 1583.3 * 21 SEP 2250 275 44. 19.8 1586.2 21 SEP 0615 76 28. 3.6 1581.6 * 21 SEP 1435 176 39. 8.1 1583.3 * 21 SEP 2255 276 44. 19.8 1586.2 21 SEP 0620 77 28. 3.7 1581.6 * 21 SEP 1440 177 39. 8.2 1583.3 * 21 SEP 2300 277 44. 19.7 1586.2 21 SEP 0625 78 28. 3.7 1581.6 * 21 SEP 1445 178 39. 8.3 1583.4 * 21 SEP 2305 278 44. 19.7 1586.2 21 SEP 0630 79 28. 3.7 1581.7 * 21 SEP 1450 179 40. 8.4 1583.4 * 21 SEP 2310 279 44. 19.7 1586.2 21 SEP 0635 80 29. 3.7 1581.7 * 21 SEP 1455 180 40. 8.5 1583.4 * 21 SEP 2315 280 44. 19.6 1586.1 21 SEP 0640 81 29. 3.8 1581.7 * 21 SEP 1500 181 40. 8.6 1583.5 * 21 SEP 2320 281 44. 19.6 1586.1 21 SEP 0645 82 29. 3.8 1581.7 * 21 SEP 1505 182 41. 8.8 1583.5 * 21 SEP 2325 282 44. 19.6 1586.1 21 SEP 0650 83 29. 3.8 1581.7 * 21 SEP 1510 183 41. 8.9 1583.6 * 21 SEP 2330 283 44. 19.5 1586.1 fl 21 SEP 0655 84 29. 3.8 1581.7 * 21 SEP 1515 184 41. 9.1 1583.6 * 21 SEP 2335 284 44. 19.5 1586.1 ii 21 SEP 0700 85 29. 3.9 1581.8 * 21 SEP 1520 185 42. 9.2 1583.7 * 21 SEP 2340 285 44. 19.4 1586.1 21 SEP 0705 86 29. 3.9 1581.8 * 21 SEP 1525 186 42. 9.4 1583.7 * 21 SEP 2345 286 44. 19.4 1586.1 21 SEP 0710 87 29. 3.9 1581.8 * 21 SEP 1530 187 42. 9.6 1583.8 * 21 SEP 2350 287 44. 19.3 1586.1 PI 21 SEP 0715 88 29. 3.9 1581.8 * 21 SEP 1535 188 43. 9.7 1583.8 * 21 SEP 2355 288 44. 19.3 1586.1 Yi .�. , 21 SEP 0720 89 29. 4.0 1581.8 * 21 SEP 1540 189 43. 9.9 1583.9 * 22 SEP 0000 289 44. 19.2 1586.1 21 SEP 0725 90 30. 4.0 1581.8 * 21 SEP 1545 190 43. 10.0 1584.0 * 22 SEP 0005 290 44. 19.2 1586.1 i: 21 SEP 0730 91 30. 4.0 1581.9 * 21 SEP 1550 191 44. 10.2 1584.0 * 22 SEP 0010 291 44. 19.1 1586.1 21 SEP 0735 92 30. 4.0 1581.9 * 21 SEP 1555 192 44. 10.4 1584.1 * 22 SEP 0015 292 44. 19.1 1586.0 21 SEP 0740 93 30. 4.1 1581.9 * 21 SEP 1600 193 44. 10.6 1584.1 * 22 SEP 0020 293 44. 19.0 1586.0 21 SEP 0745 94 30. 4.1 1581.9 * 21 SEP 1605 194 44. 11.0 1584.2 * 22 SEP 0025 294 44. 19.0 1586.0 21 SEP 0750 95 30. 4.1 1581.9 * 21 SEP 1610 195 44. 11.7 1584.4 * 22 SEP 0030 295 44. 18.9 1586.0 21 SEP 0755 96 30. 4.1 1582.0 * 21 SEP 1615 196 44. 12.7 1584.6 * 22 SEP 0035 296 44. 18.9 1586.0 21 SEP 0800 97 30. 4.2 1582.0 * 21 SEP 1620 197 44. 14.0 1584.9 * 22 SEP 0040 297 44. 18.8 1586.0 21 SEP 0805 98 30. 4.2 1582.0 * 21 SEP 1625 198 44. 15.3 1585.2 * 22 SEP 0045 298 44. 18.7 1586.0 21 SEP 0810 99 31. 4.2 1582.0 * 21 SEP 1630 199 44. 16.2 1585.4 * 22 SEP 0050 299 44. 18.7 1586.0 ro 21 SEP 0815 100 31. 4.2 1582.0 * 21 SEP 1635 200 44. 16.7 1585.5 * 22 SEP 0055 300 44. 18.6 1586.0 * h p * PEAK FLOW TIME MAXIMUM AVERAGE FLOW C (CFS) (HR) 6-HR 24-HR 72-HR 24.92-HR 44. 15.83 (CFS) 44. 35. 34. 34. (INCHES) 2.702 8.704 8.835 8.835 (AC-FT) 22. 70. 71. 71. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6-HR 24 -HR 72-HR 24.92 -HR 20. 20.83 20. 10. 10. 10. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6-HR 24 -HR 72-HR 24.92 -HR ili 1 586.23 20.92 1586.18 1583.43 1583.25 1583.25 CUMULATIVE AREA = .15 SQ MI Ifil ii * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** *** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * * 323 KK * D * * * fog 325 KO OUTPUT CONTROL VARIABLES tie PPRNT 1 PRINT CONTROL (PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA lot 326 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1610.00 INITIAL CONDITION iti X .00 WORKING R AND D COEFFICIENT 327 SV STORAGE .0 .0 1.7 4.4 9.6 17.8 28.6 328 SE ELEVATION 1610.00 1610.01 1612.00 1614.00 1616.00 1618.00 1620.00 329 SQ DISCHARGE 0. 25. 35. 58. 83. 83. 83. fir,, * ** * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 25. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. r THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) I HYDROGRAPH AT STATION D * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE ri * * 21 SEP 0000 1 0. .0 1610.0 * 21 SEP 0820 101 38. 2.1 1612.3 * 21 SEP 1640 201 83. 18.9 1618.2 21 SEP 0005 2 25. .1 1610.1 * 21 SEP 0825 102 39. 2.2 1612.4 * 21 SEP 1645 202 83. 18.9 1618.2 21 SEP 0010 3 25. .2 1610.2 * 21 SEP 0830 103 39. 2.2 1612.4 * 21 SEP 1650 203 83. 18.9 1618.2 r 21 SEP 0015 4 26. .2 1610.2 * 21 SEP 0835 104 39. 2.2 1612.4 * 21 SEP 1655 204 83. 18.9 1618.2 110 OM ill 21 SEP 0020 5 26. .2 1610.3 * 21 SEP 0840 105 39. 2.2 1612.4 * 21 SEP 1700 205 83. 18.9 1618.2 2'1 SEP 0025 6 26. .3 1610.3 * 21 SEP 0845 106 39. 2.2 1612.4 * 21 SEP 1705 206 83. 18.9 1618.2 rw 21 SEP 0030 7 26. .3 1610.4 * 21 SEP 0850 107 39. 2.3 1612.4 * 21 SEP 1710 207 83. 18.8 1618.2 21 SEP 0035 8 26. .3 1610.4 * 21 SEP 0855 108 40. 2.3 1612.4 * 21 SEP 1715 208 83. 18.7 1618.2 be 21 SEP 0040 9 27. .4 1610.4 * 21 SEP 0900 109 40. 2.3 1612.4 * 21 SEP 1720 209 83. 18.6 1618.1 21 SEP 0045 10 27. .4 1610.5 * 21 SEP 0905 110 40. 2.3 1612.5 * 21 SEP 1725 210 83. 18.5 1618.1 21 SEP 0050 11 27. .4 1610.5 * 21 SEP 0910 111 40. 2.3 1612.5 * 21 SEP 1730 211 83. 18.4 1618.1 r 21 SEP 0055 12 27. .5 1610.5 * 21 SEP 0915 112 40. 2.3 1612.5 * 21 SEP 1735 212 83. 18.2 1618.1 21 SEP 0100 13 27. .5 1610.6 * 21 SEP 0920 113 40. 2.4 1612.5 * 21 SEP 1740 213 83. 18.1 1618.0 m w 21 SEP 0105 14 28. .5 1610.6 * 21 SEP 0925 114 41. 2.4 1612.5 * 21 SEP 1745 214 83. 17.9 1618.0 21 SEP 0110 15 28. .5 1610.6 * 21 SEP 0930 115 41. 2.4 1612.5 * 21 SEP 1750 215 83. 17.7 1618.0 21 SEP 0115 16 28. .6 1610.7 * 21 SEP 0935 116 41. 2.4 1612.5 * 21 SEP 1755 216 83. 17.6 1617.9 21 SEP 0120 17 28. .6 1610.7 * 21 SEP 0940 117 41. 2.4 1612.6 * 21 SEP 1800 217 83. 17.4 1617.9 21 SEP 0125 18 28. .6 1610.7 * 21 SEP 0945 118 41. 2.5 1612.6 * 21 SEP 1805 218 83. 17.2 1617.8 21 SEP 0130 19 28. .6 1610.8 * 21 SEP 0950 119 41. 2.5 1612.6 * 21 SEP 1810 219 83. 17.0 1617.8 21 SEP 0135 20 28. .7 1610.8 * 21 SEP 0955 120 42. 2.5 1612.6 * 21 SEP 1815 220 83. 16.8 1617.7 21 SEP 0140 21 29. .7 1610.8 * 21 SEP 1000 121 42. 2.5 1612.6 * 21 SEP 1820 221 83. 16.6 1617.7 a 21 SEP 0145 22 29. .7 1610.8 * 21 SEP 1005 122 42. 2.6 1612.6 * 21 SEP 1825 222 83. 16.4 1617.6 21 SEP 0150 23 29. .7 1610.9 * 21 SEP 1010 123 42. 2.6 1612.7 * 21 SEP 1830 223 83. 16.1 1617.6 21 SEP 0155 24 29. .8 1610.9 * 21 SEP 1015 124 42. 2.6 1612.7 * 21 SEP 1835 224 83. 15.9 1617.5 21 SEP 0200 25 29. .8 1610.9 * 21 SEP 1020 125 43. 2.6 1612.7 * 21 SEP 1840 225 83. 15.7 1617.5 21 SEP 0205 26 29. .8 1610.9 * 21 SEP 1025 126 43. 2.7 1612.7 * 21 SEP 1845 226 83. 15.5 1617.4 21 SEP 0210 27 29. .8 1611.0 * 21 SEP 1030 127 43. 2.7 1612.7 * 21 SEP 1850 227 83. 15.2 1617.4 21 SEP 0215 28 29. .8 1611.0 * 21 SEP 1035 128 43. 2.7 1612.7 * 21 SEP 1855 228 83. 15.0 1617.3 21 SEP 0220 29 30. .9 1611.0 * 21 SEP 1040 129 43. 2.7 1612.8 * 21 SEP 1900 229 83. 14.8 1617.3 !Ow 21 SEP 0225 30 30. .9 1611.1 * 21 SEP 1045 130 44. 2.7 1612.8 * 21 SEP 1905 230 83. 14.5 1617.2 21 SEP 0230 31 30. .9 1611.1 * 21 SEP 1050 131 44. 2.8 1612.8 * 21 SEP 1910 231 83. 14.3 1617.1 i 21 SEP 0235 32 30. .9 1611.1 * 21 SEP 1055 132 44. 2.8 1612.8 * 21 SEP 1915 232 83. 14.0 1617.1 21 SEP 0240 33 30. 1.0 1611.1 * 21 SEP 1100 133 44. 2.8 1612.8 * 21 SEP 1920 233 83. 13.7 1617.0 21 SEP 0245 34 30. 1.0 1611.2 * 21 SEP 1105 134 44. 2.8 1612.9 * 21 SEP 1925 234 83. 13.5 1616.9 21 SEP 0250 35 30. 1.0 1611.2 * 21 SEP 1110 135 45. 2.9 1612.9 * 21 SEP 1930 235 83. 13.2 1616.9 21 SEP 0255 36 31. 1.0 1611.2 * 21 SEP 1115 136 45. 2.9 1612.9 * 21 SEP 1935 236 83. 12.9 1616.8 21 SEP 0300 37 31. 1.1 1611.3 * 21 SEP 1120 137 45. 2.9 1612.9 * 21 SEP 1940 237 83. 12.7 1616.8 21 SEP 0305 38 31. 1.1 1611.3 * 21 SEP 1125 138 45. 3.0 1612.9 * 21 SEP 1945 238 83. 12.4 1616.7 1m 21 SEP 0310 39 31. 1.1 1611.3 * 21 SEP 1130 139 46. 3.0 1613.0 * 21 SEP 1950 239 83. 12.1 1616.6 21 SEP 0315 40 31. 1.1 1611.3 * 21 SEP 1135 140 46. 3.0 1613.0 * 21 SEP 1955 240 83. 11.8 1616.5 li 21 SEP 0320 41 31. 1.1 1611.3 * 21 SEP 1140 141 46. 3.1 1613.0 * 21 SEP 2000 241 83. 11.6 1616.5 21 SEP 0325 42 31. 1.2 1611.4 * 21 SEP 1145 142 46. 3.1 1613.0 * 21 SEP 2005 242 83. 11.3 1616.4 21 SEP 0330 43 31. 1.2 1611.4 * 21 SEP 1150 143 47. 3.1 1613.0 * 21 SEP 2010 243 83. 11.0 1616.3 r" 21 SEP 0335 44 32. 1.2 1611.4 * 21 SEP 1155 144 47. 3.1 1613.1 * 21 SEP 2015 244 83. 10.7 1616.3 i 21 SEP 0340 45 32. 1.2 1611.4 * 21 SEP 1200 145 47. 3.2 1613.1 * 21 SEP 2020 245 83. 10.4 1616.2 21 SEP 0345 46 32. 1.2 1611.5 * 21 SEP 1205 146 48. 3.2 1613.1 * 21 SEP 2025 246 83. 10.1 1616.1 21 SEP 0350 47 32. 1.2 1611.5 * 21 SEP 1210 147 48. 3.3 1613.2 * 21 SEP 2030 247 83. 9.8 1616.1 21 SEP 0355 48 32. 1.3 1611.5 * 21 SEP 1215 148 48. 3.3 1613.2 * 21 SEP 2035 248 83. 9.5 1616.0 ( 21 SEP 0400 49 32. 1.3 1611.5 * 21 SEP 1220 149 49. 3.3 1613.2 * 21 SEP 2040 249 81. 9.2 1615.9 yr 21 SEP 0405 50 32. 1.3 1611.5 * 21 SEP 1225 150 49. 3.4 1613.2 * 21 SEP 2045 250 80. 8.9 1615.8 21 SEP 0410 51 32. 1.3 1611.6 * 21 SEP 1230 151 49. 3.4 1613.2 * 21 SEP 2050 251 78. 8.7 1615.6 21 SEP 0415 52 32. 1.3 1611.6 * 21 SEP 1235 152 49. 3.4 1613.3 * 21 SEP 2055 252 77. 8.4 1615.5 ° " ° 21 SEP 0420 53 32. 1.3 1611.6 * 21 SEP 1240 153 50. 3.5 1613.3 * 21 SEP 2100 253 76. 8.1 1615.4 L 21 SEP 0425 54 33. 1.4 1611.6 * 21 SEP 1245 154 50. 3.5 1613.3 * 21 SEP 2105 254 75. 7.9 1615.3 21 SEP 0430 55 33. 1.4 1611.6 * 21 SEP 1250 155 50. 3.5 1613.4 * 21 SEP 2110 255 73. 7.6 1615.2 21 SEP 0435 56 33. 1.4 1611.7 * 21 SEP 1255 156 51. 3.6 1613.4 * 21 SEP 2115 256 72. 7.4 1615.1 p., 21 SEP 0440 57 33. 1.4 1611.7 * 21 SEP 1300 157 51. 3.6 1613.4 * 21 SEP 2120 257 71. 7.2 1615.1 " 21 SEP 0445 58 33. 1.4 1611.7 * 21 SEP 1305 158 51. 3.7 1613.5 * 21 SEP 2125 258 70. 6.9 1615.0 he 21 SEP 0450 59 33. 1.4 1611.7 * 21 SEP 1310 159 52. 3.7 1613.5 * 21 SEP 2130 259 69. 6.7 1614.9 21 SEP 0455 60 33. 1.4 1611.7 * 21 SEP 1315 160 52. 3.8 1613.5 * 21 SEP 2135 260 68. 6.5 1614.8 21 SEP 0500 61 33. 1.5 1611.7 * 21 SEP 1320 161 53. 3.8 1613.6 * 21 SEP 2140 261 67. 6.3 1614.7 r 21 SEP 0505 62 33. 1.5 1611.8 * 21 SEP 1325 162 53. 3.9 1613.6 * 21 SEP 2145 262 66. 6.1 1614.6 i 21 SEP 0510 63 33. 1.5 1611.8 * 21 SEP 1330 163 54. 3.9 1613.6 * 21 SEP 2150 263 65. 5.8 1614.6 21 SEP 0515 64 33. 1.5 1611.8 * 21 SEP 1335 164 54. 4.0 1613.7 * 21 SEP 2155 264 64. 5.6 1614.5 21 SEP 0520 65 34. 1.5 1611.8 * 21 SEP 1340 165 55. 4.0 1613.7 * 21 SEP 2200 265 63. 5.5 1614.4 21 SEP 0525 66 34. 1.5 1611.8 * 21 SEP 1345 166 55. 4.1 1613.8 * 21 SEP 2205 266 62. 5.3 1614.3 21 SEP 0530 67 34. 1.6 1611.8 * 21 SEP 1350 167 56. 4.1 1613.8 * 21 SEP 2210 267 61. 5.1 1614.3 21 SEP 0535 68 34. 1.6 1611.9 * 21 SEP 1355 168 56. 4.2 1613.8 * 21 SEP 2215 268 60. 4.9 1614.2 21 SEP 0540 69 34. 1.6 1611.9 * 21 SEP 1400 169 57. 4.3 1613.9 * 21 SEP 2220 269 59. 4.7 1614.1 21 SEP 0545 70 34. 1.6 1611.9 * 21 SEP 1405 170 57. 4.3 1613.9 * 21 SEP 2225 270 59. 4.6 1614.1 PI 21 SEP 0550 71 34. 1.6 1611.9 * 21 SEP 1410 171 58. 4.4 1614.0 * 21 SEP 2230 271 58. 4.4 1614.0 21 SEP 0555 72 34. 1.7 1612.0 * 21 SEP 1415 172 58. 4.5 1614.0 * 21 SEP 2235 272 56. 4.2 1613.9 21 SEP 0600 73 34. 1.7 1612.0 * 21 SEP 1420 173 59. 4.6 1614.1 * 21 SEP 2240 273 55. 4.1 1613.8 21 SEP 0605 74 35. 1.7 1612.0 * 21 SEP 1425 174 59. 4.7 1614.1 * 21 SEP 2245 274 54. 4.0 1613.7 21 SEP 0610 75 35. 1.7 1612.0 * 21 SEP 1430 175 59. 4.7 1614.1 * 21 SEP 2250 275 53. 3.8 1613.6 21 SEP 0615 76 35. 1.7 1612.0 * 21 SEP 1435 176 60. 4.8 1614.2 * 21 SEP 2255 276 52. 3.7 1613.5 21 SEP 0620 77 35. 1.8 1612.1 * 21 SEP 1440 177 60. 4.9 1614.2 * 21 SEP 2300 277 51. 3.6 1613.4 21 SEP 0625 78 35. 1.8 1612.1 * 21 SEP 1445 178 61. 5.0 1614.2 * 21 SEP 2305 278 50. 3.5 1613.3 21 SEP 0630 79 35. 1.8 1612.1 * 21 SEP 1450 179 61. 5.2 1614.3 * 21 SEP 2310 279 49. 3.3 1613.2 ro 21 SEP 0635 80 36. 1.8 1612.1 * 21 SEP 1455 180 62. 5.3 1614.3 * 21 SEP 2315 280 48. 3.2 1613.1 ig 21 SEP 0640 81 36. 1.8 1612.1 * 21 SEP 1500 181 63. 5.4 1614.4 * 21 SEP 2320 281 47. 3.1 1613.1 21 SEP 0645 82 36. 1.8 1612.1 * 21 SEP 1505 182 63. 5.6 1614.4 * 21 SEP 2325 282 46. 3.0 1613.0 21 SEP 0650 83 36. 1.9 1612.1 * 21 SEP 1510 183 64. 5.7 1614.5 * 21 SEP 2330 283 45. 2.9 1612.9 ,,,,,, 21 SEP 0655 84 36. 1.9 1612.1 * 21 SEP 1515 184 65. 5.9 1614.6 * 21 SEP 2335 284 45. 2.9 1612.9 km flon 21 SEP 0700 85 36. 1.9 1612.1 * 21 SEP 1520 185 66. 6.1 1614.7 * 21 SEP 2340 285 44. 2.8 1612.8 21 SEP 0705 86 36. 1.9 1612.2 * 21 SEP 1525 186 67. 6.3 1614.7 * 21 SEP 2345 286 43. 2.7 1612.7 I: 21 SEP 0710 87 37. 1.9 1612.2 * 21 SEP 1530 187 68. 6.5 1614.8 * 21 SEP 2350 287 42. 2.6 1612.7 21 SEP 0715 88 37. 1.9 1612.2 * 21 SEP 1535 188 69. 6.7 1614.9 * 21 SEP 2355 288 42. 2.5 1612.6 21 SEP 0720 89 37. 1.9 1612.2 * 21 SEP 1540 189 70. 6.9 1614.9 * 22 SEP 0000 289 41. 2.5 1612.6 21 SEP 0725 90 37. 2.0 1612.2 * 21 SEP 1545 190 71. 7.0 1615.0 * 22 SEP 0005 290 41. 2.4 1612.5 21 SEP 0730 91 37. 2.0 1612.2 * 21 SEP 1550 191 72. 7.2 1615.1 * 22 SEP 0010 291 40. 2.3 1612.5 0"" 21 SEP 0735 92 37. 2.0 1612.2 * 21 SEP 1555 192 73. 7.5 1615.2 * 22 SEP 0015 292 40. 2.3 1612.4 k 21 SEP 0740 93 37. 2.0 1612.2 * 21 SEP 1600 193 74. 7.8 1615.3 * 22 SEP 0020 293 39. 2.2 1612.4 21 SEP 0745 94 37. 2.0 1612.2 * 21 SEP 1605 194 78. 8.5 1615.6 * 22 SEP 0025 294 39. 2.2 1612.4 21 SEP 0750 95 38. 2.0 1612.3 * 21 SEP 1610 195 83. 9.9 1616.1 * 22 SEP 0030 295 38. 2.1 1612.3 p" 21 SEP 0755 96 38. 2.0 1612.3 * 21 SEP 1615 196 83. 12.0 1616.6 * 22 SEP 0035 296 38. 2.1 1612.3 f 21 SEP 0800 97 38. 2.1 1612.3 * 21 SEP 1620 197 83. 14.6 1617.2 * 22 SEP 0040 297 38. 2.0 1612.3 bill 21 SEP 0805 98 38. 2.1 1612.3 * 21 SEP 1625 198 83. 16.8 1617.8 * 22 SEP 0045 298 37. 2.0 1612.2 21 SEP 0810 99 38. 2.1 1612.3 * 21 SEP 1630 199 83. 18.2 1618.1 * 22 SEP 0050 299 37. 2.0 1612.2 21 SEP 0815 100 38. 2.1 1612.3 * 21 SEP 1635 200 83. 18.8 1618.2 * 22 SEP 0055 300 37. 1.9 1612.2 C * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW gl (CFS) (HR) 6 -HR 24-HR 72-HR 24.92 -HR 83. 16.17 (CFS) 81. 52. 51. 51. (INCHES) 8.517 21.987 22.391 22.391 (AC -FT) 40. 103. 105. 105. r PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE ilit (AC -FT) (HR) 6-HR 24 -HR 72 -HR 24.92 -HR 19. 16.83 13. 5. 5. 5. PEAK STAGE TIME MAXIMUM AVERAGE STAGE if (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR 1618.21 16.83 1616.84 1613.64 1613.52 1613.52 CUMULATIVE AREA = .09 SQ MI P i * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** r iii * * * * * * * * * * * *** * * POW 372 KK * E * * * iii 374 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL 1PLOT 0 PLOT CONTROL We OSCAL 0. HYDROGRAPH PLOT SCALE r"' HYDROGRAPH ROUTING DATA 375 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION iiiil RSVRIC 1592.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 376 SV STORAGE .0 .0 1.8 4.3 7.8 12.9 19.6 i 377 SE ELEVATION 1592.00 1592.01 1594.00 1596.00 1598.00 1600.00 1602.00 378 SQ DISCHARGE 0. 3. 4. 6. 9. 9. 9. ril * ** I' HYDROGRAPH AT STATION E iii * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE Am * * i i 21 SEP 0000 1 0. .0 1592.0 * 21 SEP 0820 101 4. 1.9 1594.1 * 21 SEP 1640 201 8. 7.5 1597.8 21 SEP 0005 2 3. .0 1592.0 * 21 SEP 0825 102 4. 1.9 1594.1 * 21 SEP 1645 202 8. 7.5 1597.8 21 SEP 0010 3 3. .0 1592.0 * 21 SEP 0830 103 4. 2.0 1594.1 * 21 SEP 1650 203 9. 7.5 1597.9 o.. 21 SEP 0015 4 3. .1 1592.1 * 21 SEP 0835 104 4. 2.0 1594.1 * 21 SEP 1655 204 9. 7.6 1597.9 Wm 0 I ii 21 SEP 0020 5 3. .1 1592.1 * 21 SEP 0840 105 4. 2.0 1594.2 * 21 SEP 1700 205 9. 7.6 1597.9 21 SEP 0025 6 3. .1 1592.1 * 21 SEP 0845 106 4. 2.0 1594.2 * 21 SEP 1705 206 9. 7.6 1597.9 I: 21 SEP 0030 7 3. .1 1592.1 * 21 SEP 0850 107 4. 2.0 1594.2 * 21 SEP 1710 207 9. 7.6 1597.9 21 SEP 0035 8 3. .1 1592.1 * 21 SEP 0855 108 4. 2.1 1594.2 * 21 SEP 1715 208 9. 7.7 1597.9 21 SEP 0040 9 3. .1 1592.2 * 21 SEP 0900 109 4. 2.1 1594.2 * 21 SEP 1720 209 9. 7.7 1597.9 21 SEP 0045 10 3. .2 1592.2 * 21 SEP 0905 110 4. 2.1 1594.2 * 21 SEP 1725 210 9. 7.7 1597.9 21 SEP 0050 11 3. .2 1592.2 * 21 SEP 0910 111 4. 2.1 1594.3 * 21 SEP 1730 211 9. 7.7 1598.0 21 SEP 0055 12 3. .2 1592.2 * 21 SEP 0915 112 4. 2.2 1594.3 * 21 SEP 1735 212 9. 7.7 1598.0 21 SEP 0100 13 3. .2 1592.2 * 21 SEP 0920 113 4. 2.2 1594.3 * 21 SEP 1740 213 9. 7.7 1598.0 21 SEP 0105 14 3. .2 1592.2 * 21 SEP 0925 114 4. 2.2 1594.3 * 21 SEP 1745 214 9. 7.7 1598.0 21 SEP 0110 15 3. .2 1592.3 * 21 SEP 0930 115 4. 2.2 1594.3 * 21 SEP 1750 215 9. 7.7 1598.0 pm 21 SEP 0115 16 3. .2 1592.3 * 21 SEP 0935 116 4. 2.2 1594.3 * 21 SEP 1755 216 9. 7.8 1598.0 21 SEP 0120 17 3. .3 1592.3 * 21 SEP 0940 117 4. 2.3 1594.4 * 21 SEP 1800 217 9. 7.8 1598.0 h 21 SEP 0125 18 3. .3 1592.3 * 21 SEP 0945 118 4. 2.3 1594.4 * 21 SEP 1805 218 9. 7.8 1598.0 21 SEP 0130 19 3. .3 1592.3 * 21 SEP 0950 119 4. 2.3 1594.4 * 21 SEP 1810 219 9. 7.8 1598.0 21 SEP 0135 20 3. .3 1592.3 * 21 SEP 0955 120 4. 2.3 1594.4 * 21 SEP 1815 220 9. 7.8 1598.0 &I0 21 SEP 0140 21 3. .3 1592.4 * 21 SEP 1000 121 4. 2.3 1594.4 * 21 SEP 1820 221 9. 7.8 1598.0 21 SEP 0145 22 3. .3 1592.4 * 21 SEP 1005 122 4. 2.4 1594.5 * 21 SEP 1825 222 9. 7.8 1598.0 ow 21 SEP 0150 23 3. .4 1592.4 * 21 SEP 1010 123 4. 2.4 1594.5 * 21 SEP 1830 223 9. 7.8 1598.0 21 SEP 0155 24 3. .4 1592.4 * 21 SEP 1015 124 4. 2.4 1594.5 * 21 SEP 1835 224 9. 7.8 1598.0 ilm 21 SEP 0200 25 3. .4 1592.4 * 21 SEP 1020 125 4. 2.4 1594.5 * 21 SEP 1840 225 9. 7.8 1598.0 21 SEP 0205 26 3. .4 1592.4 * 21 SEP 1025 126 4. 2.5 1594.5 * 21 SEP 1845 226 9. 7.8 1598.0 iii 21 SEP 0210 27 3. .4 1592.5 * 21 SEP 1030 127 4. 2.5 1594.6 * 21 SEP 1850 227 9. 7.7 1598.0 21 SEP 0215 28 3. .4 1592.5 * 21 SEP 1035 128 4. 2.5 1594.6 * 21 SEP 1855 228 9. 7.7 1598.0 21 SEP 0220 29 3. .4 1592.5 * 21 SEP 1040 129 4. 2.6 1594.6 * 21 SEP 1900 229 9. 7.7 1598.0 00 21 SEP 0225 30 3. .5 1592.5 * 21 SEP 1045 130 4. 2.6 1594.6 * 21 SEP 1905 230 9. 7.7 1598.0 21 SEP 0230 31 3. .5 1592.5 * 21 SEP 1050 131 4. 2.6 1594.6 * 21 SEP 1910 231 9. 7.7 1598.0 OM 21 SEP 0235 32 3. .5 1592.6 * 21 SEP 1055 132 4. 2.6 1594.7 * 21 SEP 1915 232 9. 7.7 1598.0 21 SEP 0240 33 3. .5 1592.6 * 21 SEP 1100 133 4. 2.7 1594.7 * 21 SEP 1920 233 9. 7.7 1598.0 00 21 SEP 0245 34 3. .6 1592.6 * 21 SEP 1105 134 4. 2.7 1594.7 * 21 SEP 1925 234 9. 7.7 1598.0 21 SEP 0250 35 3. .6 1592.6 * 21 SEP 1110 135 4. 2.7 1594.7 * 21 SEP 1930 235 9. 7.7 1597.9 IN 21 SEP 0255 36 3. .6 1592.7 * 21 SEP 1115 136 5. 2.7 1594.7 * 21 SEP 1935 236 9. 7.7 1597.9 21 SEP 0300 37 3. .6 1592.7 * 21 SEP 1120 137 5. 2.7 1594.8 * 21 SEP 1940 237 9. 7.7 1597.9 21 SEP 0305 38 3. .6 1592.7 * 21 SEP 1125 138 5. 2.8 1594.8 * 21 SEP 1945 238 9. 7.7 1597.9 111 21 SEP 0310 39 3. .7 1592.7 * 21 SEP 1130 139 5. 2.8 1594.8 * 21 SEP 1950 239 9. 7.7 1597.9 j 21 SEP 0315 40 3. .7 1592.7 * 21 SEP 1135 140 5. 2.8 1594.8 * 21 SEP 1955 240 9. 7.6 1597.9 VI 21 SEP 0320 41 3. .7 1592.8 * 21 SEP 1140 141 5. 2.8 1594.8 * 21 SEP 2000 241 9. 7.6 1597.9 21 SEP 0325 42 3. .7 1592.8 * 21 SEP 1145 142 5. 2.9 1594.9 * 21 SEP 2005 242 9. 7.6 1597.9 21 SEP 0330 43 3. .7 1592.8 * 21 SEP 1150 143 5. 2.9 1594.9 * 21 SEP 2010 243 9. 7.6 1597.9 r 21 SEP 0335 44 3. .8 1592.8 * 21 SEP 1155 144 5. 2.9 1594.9 * 21 SEP 2015 244 9. 7.6 1597.9 L 21 SEP 0340 45 3. .8 1592.9 * 21 SEP 1200 145 5. 3.0 1594.9 * 21 SEP 2020 245 9. 7.6 1597.9 21 SEP 0345 46 3. .8 1592.9 * 21 SEP 1205 146 5. 3.0 1595.0 * 21 SEP 2025 246 9. 7.6 1597.9 21 SEP 0350 47 3. .8 1592.9 * 21 SEP 1210 147 5. 3.0 1595.0 * 21 SEP 2030 247 9. 7.6 1597.9 p.. 21 SEP 0355 48 3. .8 1592.9 * 21 SEP 1215 148 5. 3.0 1595.0 * 21 SEP 2035 248 9. 7.6 1597.9 21 SEP 0400 49 3. .9 1593.0 * 21 SEP 1220 149 5. 3.1 1595.0 * 21 SEP 2040 249 9. 7.5 1597.9 he 21 SEP 0405 50 3. .9 1593.0 * 21 SEP 1225 150 5. 3.1 1595.0 * 21 SEP 2045 250 9. 7.5 1597.9 21 SEP 0410 51 3. .9 1593.0 * 21 SEP 1230 151 5. 3.1 1595.1 * 21 SEP 2050 251 8. 7.5 1597.8 21 SEP 0415 52 3. .9 1593.0 * 21 SEP 1235 152 5. 3.2 1595.1 * 21 SEP 2055 252 8. 7.5 1597.8 21 SEP 0420 53 3. .9 1593.0 * 21 SEP 1240 153 5. 3.2 1595.1 * 21 SEP 2100 253 8. 7.5 1597.8 21 SEP 0425 54 3. 1.0 1593.1 * 21 SEP 1245 154 5. 3.2 1595.1 * 21 SEP 2105 254 8. 7.5 1597.8 21 SEP 0430 55 3. 1.0 1593.1 * 21 SEP 1250 155 5. 3.2 1595.2 * 21 SEP 2110 255 8. 7.4 1597.8 21 SEP 0435 56 3. 1.0 1593.1 * 21 SEP 1255 156 5. 3.3 1595.2 * 21 SEP 2115 256 8. 7.4 1597.8 r .. 21 SEP 0440 57 3. 1.0 1593.1 * 21 SEP 1300 157 5. 3.3 1595.2 * 21 SEP 2120 257 8. 7.4 1597.8 21 SEP 0445 58 3. 1.0 1593.2 * 21 SEP 1305 158 5. 3.3 1595.2 * 21 SEP 2125 258 8. 7.4 1597.8 III 21 SEP 0450 59 3. 1.1 1593.2 * 21 SEP 1310 159 5. 3.4 1595.3 * 21 SEP 2130 259 8. 7.4 1597.8 21 SEP 0455 60 3. 1.1 1593.2 * 21 SEP 1315 160 5. 3.4 1595.3 * 21 SEP 2135 260 8. 7.4 1597.8 21 SEP 0500 61 3. 1.1 1593.2 * 21 SEP 1320 161 5. 3.4 1595.3 * 21 SEP 2140 261 8. 7.3 1597.7 0 " 21 SEP 0505 62 3. 1.1 1593.2 * 21 SEP 1325 162 5. 3.5 1595.3 * 21 SEP 2145 262 8. 7.3 1597.7 21 SEP 0510 63 3. 1.1 1593.3 * 21 SEP 1330 163 5. 3.5 1595.4 * 21 SEP 2150 263 8. 7.3 1597.7 IMW 21 SEP 0515 64 3. 1.2 1593.3 * 21 SEP 1335 164 5. 3.5 1595.4 * 21 SEP 2155 264 8. 7.3 1597.7 21 SEP 0520 65 3. 1.2 1593.3 * 21 SEP 1340 165 5. 3.6 1595.4 * 21 SEP 2200 265 8. 7.3 1597.7 21 SEP 0525 66 3. 1.2 1593.3 * 21 SEP 1345 166 5. 3.6 1595.5 * 21 SEP 2205 266 8. 7.3 1597.7 21 SEP 0530 67 3. 1.2 1593.3 * 21 SEP 1350 167 5. 3.7 1595.5 * 21 SEP 2210 267 8. 7.2 1597.7 al 21 SEP 0535 68 3. 1.2 1593.4 * 21 SEP 1355 168 6. 3.7 1595.5 * 21 SEP 2215 268 8. 7.2 1597.7 21 SEP 0540 69 3. 1.3 1593.4 * 21 SEP 1400 169 6. 3.7 1595.6 * 21 SEP 2220 269 8. 7.2 1597.7 21 SEP 0545 70 3. 1.3 1593.4 * 21 SEP 1405 170 6. 3.8 1595.6 * 21 SEP 2225 270 8. 7.2 1597.7 0" 21 SEP 0550 71 3. 1.3 1593.4 * 21 SEP 1410 171 6. 3.8 1595.6 * 21 SEP 2230 271 8. 7.2 1597.7 I 21 SEP 0555 72 3. 1.3 1593.4 * 21 SEP 1415 172 6. 3.8 1595.6 * 21 SEP 2235 272 8. 7.2 1597.6 gm 21 SEP 0600 73 3. 1.3 1593.5 * 21 SEP 1420 173 6. 3.9 1595.7 * 21 SEP 2240 273 8. 7.2 1597.6 21 SEP 0605 74 3. 1.3 1593.5 * 21 SEP 1425 174 6. 3.9 1595.7 * 21 SEP 2245 274 8. 7.1 1597.6 rill 21 SEP 0610 75 3. 1.4 1593.5 * 21 SEP 1430 175 6. 4.0 1595.8 * 21 SEP 2250 275 8. 7.1 1597.6 21 SEP 0615 76 3. 1.4 1593.5 * 21 SEP 1435 176 6. 4.0 1595.8 * 21 SEP 2255 276 8. 7.1 1597.6 21 SEP 0620 77 3. 1.4 1593.5 * 21 SEP 1440 177 6. 4.1 1595.8 * 21 SEP 2300 277 8. 7.1 1597.6 21 SEP 0625 78 3. 1.4 1593.6 * 21 SEP 1445 178 6. 4.1 1595.9 * 21 SEP 2305 278 8. 7.1 1597.6 21 SEP 0630 79 3. 1.4 1593.6 * 21 SEP 1450 179 6. 4.2 1595.9 * 21 SEP 2310 279 8. 7.1 1597.6 ii 21 SEP 0635 80 3. 1.5 1593.6 * 21 SEP 1455 180 6. 4.2 1596.0 * 21 SEP 2315 280 8. 7.0 1597.6 21 SEP 0640 81 3. 1.5 1593.6 * 21 SEP 1500 181 6. 4.3 1596.0 * 21 SEP 2320 281 8. 7.0 1597.6 21 SEP 0645 82 3. 1.5 1593.6 * 21 SEP 1505 182 6. 4.3 1596.0 * 21 SEP 2325 282 8. 7.0 1597.5 21 SEP 0650 83 3. 1.5 1593.7 * 21 SEP 1510 183 6. 4.4 1596.1 * 21 SEP 2330 283 8. 7.0 1597.5 ,.., 21 SEP 0655 84 3. 1.5 1593.7 * 21 SEP 1515 184 6. 4.5 1596.1 * 21 SEP 2335 284 8. 7.0 1597.5 kw e. Pm iii 21 SEP 0700 85 3. 1.5 1593.7 * 21 SEP 1520 185 6. 4.5 1596.1 * 21 SEP 2340 285 8. 6.9 1597.5 21 SEP 0705 86 3. 1.6 1593.7 * 21 SEP 1525 186 6. 4.6 1596.2 * 21 SEP 2345 286 8. 6.9 1597.5 21 SEP 0710 87 3. 1.6 1593.7 * 21 SEP 1530 187 6. 4.7 1596.2 * 21 SEP 2350 287 8. 6.9 1597.5 21 SEP 0715 88 3. 1.6 1593.8 * 21 SEP 1535 188 6. 4.7 1596.3 * 21 SEP 2355 288 8. 6.9 1597.5 21 SEP 0720 89 3. 1.6 1593.8 * 21 SEP 1540 189 6. 4.8 1596.3 * 22 SEP 0000 289 8. 6.8 1597.5 21 SEP 0725 90 4. 1.7 1593.8 * 21 SEP 1545 190 7. 4.9 1596.3 * 22 SEP 0005 290 8. 6.8 1597.5 21 SEP 0730 91 4. 1.7 1593.9 * 21 SEP 1550 191 7. 5.0 1596.4 * 22 SEP 0010 291 8. 6.8 1597.4 i: 21 SEP 0735 92 4. 1.7 1593.9 * 21 SEP 1555 192 7. 5.0 1596.4 * 22 SEP 0015 292 8. 6.8 1597.4 21 SEP 0740 93 4. 1.7 1593.9 * 21 SEP 1600 193 7. 5.2 1596.5 * 22 SEP 0020 293 8. 6.8 1597.4 21 SEP 0745 94 4. 1.7 1593.9 * 21 SEP 1605 194 7. 5.4 1596.6 * 22 SEP 0025 294 8. 6.7 1597.4 21 SEP 0750 95 4. 1.8 1594.0 * 21 SEP 1610 195 7. 5.8 1596.9 * 22 SEP 0030 295 8. 6.7 1597.4 21 SEP 0755 96 4. 1.8 1594.0 * 21 SEP 1615 196 8. 6.4 1597.2 * 22 SEP 0035 296 8. 6.7 1597.4 21 SEP 0800 97 4. 1.8 1594.0 * 21 SEP 1620 197 8. 7.0 1597.5 * 22 SEP 0040 297 8. 6.7 1597.4 21 SEP 0805 98 4. 1.8 1594.0 * 21 SEP 1625 198 8. 7.3 1597.7 * 22 SEP 0045 298 8. 6.7 1597.4 21 SEP 0810 99 4. 1.9 1594.0 * 21 SEP 1630 199 8. 7.4 1597.8 * 22 SEP 0050 299 8. 6.6 1597.3 21 SEP 0815 100 4. 1.9 1594.1 * 21 SEP 1635 200 8. 7.4 1597.8 * 22 SEP 0055 300 8. 6.6 1597.3 * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW pm (CFS) (HR) 6-HR 24 -HR 72 -HR 24.92-HR 9. 18.42 (CFS) 9. 6. 6. 6. Ili (INCHES) 1.346 3.567 3.628 3.628 (AC -FT) 4. 11. 11. 11. Pill PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE iii ffi (AC-FT) (HR) 6 -HR 24-HR 72 -HR 24.92 -HR 8. 18.42 8. 4. 4. 4. PM PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR 1597.99 18.42 1597.88 1595.46 1595.33 1595.33 CUMULATIVE AREA = .06 SQ MI Pm iiii * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** Aw i iir * * ✓ 422 KK * F * * * LW 424 KO OUTPUT CONTROL VARIABLES r IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 4 HYDROGRAPH ROUTING DATA L it 425 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION r- RSVRIC 1538.20 INITIAL CONDITION i lli X .00 WORKING R AND D COEFFICIENT 426 SV STORAGE .0 .0 2.5 7.9 16.0 27.1 41.0 57.0 74.9 am 427 SE ELEVATION 1536.00 1536.01 1538.00 1540.00 1542.00 1544.00 1546.00 1548.00 1550.00 428 SQ DISCHARGE 0. 10. 15. 24. 35. 35. 35. 35. 35. i ll * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 10. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. P. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 61 HYDROGRAPH AT STATION F M ii * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE Pm * * rs ili 21 SEP 0000 1 15. 3.0 1538.2 * 21 SEP 0820 101 29. 11.4 1540.8 * 21 SEP 1640 201 35. 40.4 1545.9 21 SEP 0005 2 16. 3.1 1538.2 * 21 SEP 0825 102 29. 11.4 1540.9 * 21 SEP 1645 202 35. 40.8 1546.0 21 SEP 0010 3 16. 3.2 1538.3 * 21 SEP 0830 103 29. 11.5 1540.9 * 21 SEP 1650 203 35. 41.2 1546.0 21 SEP 0015 4 16. 3.3 1538.3 * 21 SEP 0835 104 29. 11.6 1540.9 * 21 SEP 1655 204 35. 41.5 1546.1 21 SEP 0020 5 16. 3.4 1538.4 * 21 SEP 0840 105 29. 11.7 1540.9 * 21 SEP 1700 205 35. 41.8 1546.1 21 SEP 0025 6 16. 3.5 1538.4 * 21 SEP 0845 106 29. 11.8 1540.9 * 21 SEP 1705 206 35. 42.1 1546.1 21 SEP 0030 7 17. 3.6 1538.4 * 21 SEP 0850 107 29. 11.9 1541.0 * 21 SEP 1710 207 35. 42.3 1546.2 21 SEP 0035 8 17. 3.7 1538.5 * 21 SEP 0855 108 30. 11.9 1541.0 * 21 SEP 1715 208 35. 42.6 1546.2 21 SEP 0040 9 17. 3.8 1538.5 * 21 SEP 0900 109 30. 12.0 1541.0 * 21 SEP 1720 209 35. 42.8 1546.2 21 SEP 0045 10 17. 3.9 1538.5 * 21 SEP 0905 110 30. 12.1 1541.0 * 21 SEP 1725 210 35. 43.0 1546.3 21 SEP 0050 11 17. 4.0 1538.6 * 21 SEP 0910 111 30. 12.2 1541.1 * 21 SEP 1730 211 35. 43.2 1546.3 fm 21 SEP 0055 12 18. 4.1 1538.6 * 21 SEP 0915 112 30. 12.3 1541.1 * 21 SEP 1735 212 35. 43.4 1546.3 i 21 SEP 0100 13 18. 4.2 1538.6 * 21 SEP 0920 113 30. 12.4 1541.1 * 21 SEP 1740 213 35. 43.6 1546.3 lig 21 SEP 0105 14 18. 4.3 1538.7 * 21 SEP 0925 114 30. 12.5 1541.1 * 21 SEP 1745 214 35. 43.8 1546.3 21 SEP 0110 15 18. 4.4 1538.7 * 21 SEP 0930 115 30. 12.6 1541.1 * 21 SEP 1750 215 35. 44.0 1546.4 21 SEP 0115 16 18. 4.5 1538.7 * 21 SEP 0935 116 31. 12.7 1541.2 * 21 SEP 1755 216 35. 44.1 1546.4 f 21 SEP 0120 17 18. 4.6 1538.8 * 21 SEP 0940 117 31. 12.7 1541.2 * 21 SEP 1800 217 35. 44.3 1546.4 ii 21 SEP 0125 18 19. 4.7 1538.8 * 21 SEP 0945 118 31. 12.8 1541.2 * 21 SEP 1805 218 35. 44.4 1546.4 21 SEP 0130 19 19. 4.8 1538.9 * 21 SEP 0950 119 31. 12.9 1541.2 * 21 SEP 1810 219 35. 44.5 1546.4 21 SEP 0135 20 19. 4.9 1538.9 * 21 SEP 0955 120 31. 13.0 1541.3 * 21 SEP 1815 220 35. 44.7 1546.5 21 SEP 0140 21 19. 5.0 1538.9 * 21 SEP 1000 121 31. 13.1 1541.3 * 21 SEP 1820 221 35. 44.8 1546.5 21 SEP 0145 22 19. 5.1 1539.0 * 21 SEP 1005 122 31. 13.2 1541.3 * 21 SEP 1825 222 35. 44.9 1546.5 21 SEP 0150 23 19. 5.2 1539.0 * 21 SEP 1010 123 31. 13.3 1541.3 * 21 SEP 1830 223 35. 45.0 1546.5 21 SEP 0155 24 20. 5.2 1539.0 * 21 SEP 1015 124 32. 13.4 1541.4 * 21 SEP 1835 224 35. 45.1 1546.5 21 SEP 0200 25 20. 5.3 1539.0 * 21 SEP 1020 125 32. 13.5 1541.4 * 21 SEP 1840 225 35. 45.2 1546.5 Ao# 21 SEP 0205 26 20. 5.4 1539.1 * 21 SEP 1025 126 32. 13.6 1541.4 * 21 SEP 1845 226 35. 45.3 1546.5 21 SEP 0210 27 20. 5.5 1539.1 * 21 SEP 1030 127 32. 13.7 1541.4 * 21 SEP 1850 227 35. 45.4 1546.6 IN 21 SEP 0215 28 20. 5.6 1539.1 * 21 SEP 1035 128 32. 13.8 1541.5 * 21 SEP 1855 228 35. 45.5 1546.6 21 SEP 0220 29 20. 5.7 1539.2 * 21 SEP 1040 129 32. 13.9 1541.5 * 21 SEP 1900 229 35. 45.6 1546.6 vim 21 SEP 0225 30 20. 5.8 1539.2 * 21 SEP 1045 130 32. 14.0 1541.5 * 21 SEP 1905 230 35. 45.7 1546.6 21 SEP 0230 31 21. 5.9 1539.2 * 21 SEP 1050 131 32. 14.1 1541.5 * 21 SEP 1910 231 35. 45.8 1546.6 i 21 SEP 0235 32 21. 5.9 1539.3 * 21 SEP 1055 132 33. 14.2 1541.6 * 21 SEP 1915 232 35. 45.9 1546.6 21 SEP 0240 33 21. 6.0 1539.3 * 21 SEP 1100 133 33. 14.3 1541.6 * 21 SEP 1920 233 35. 45.9 1546.6 21 SEP 0245 34 21. 6.1 1539.3 * 21 SEP 1105 134 33. 14.4 1541.6 * 21 SEP 1925 234 35. 46.0 1546.6 M'" 21 SEP 0250 35 21. 6.2 1539.4 * 21 SEP 1110 135 33. 14.5 1541.6 * 21 SEP 1930 235 35. 46.1 1546.6 1 ' 21 SEP 0255 36 21. 6.3 1539.4 * 21 SEP 1115 136 33. 14.7 1541.7 * 21 SEP 1935 236 35. 46.1 1546.6 S O 21 SEP 0300 37 22. 6.4 1539.4 * 21 SEP 1120 137 33. 14.8 1541.7 * 21 SEP 1940 237 35. 46.2 1546.6 21 SEP 0305 38 22. 6.4 1539.5 * 21 SEP 1125 138 33. 14.9 1541.7 * 21 SEP 1945 238 35. 46.2 1546.7 21 SEP 0310 39 22. 6.5 1539.5 * 21 SEP 1130 139 34. 15.0 1541.7 * 21 SEP 1950 239 35. 46.3 1546.7 r" 21 SEP 0315 40 22. 6.6 1539.5 * 21 SEP 1135 140 34. 15.1 1541.8 * 21 SEP 1955 240 35. 46.3 1546.7 21 SEP 0320 41 22. 6.7 1539.5 * 21 SEP 1140 141 34. 15.2 1541.8 * 21 SEP 2000 241 35. 46.4 1546.7 21 SEP 0325 42 22. 6.8 1539.6 * 21 SEP 1145 142 34. 15.3 1541.8 * 21 SEP 2005 242 35. 46.4 1546.7 21 SEP 0330 43 22. 6.8 1539.6 * 21 SEP 1150 143 34. 15.5 1541.9 * 21 SEP 2010 243 35. 46.5 1546.7 pm 21 SEP 0335 44 23. 6.9 1539.6 * 21 SEP 1155 144 34. 15.6 1541.9 * 21 SEP 2015 244 35. 46.5 1546.7 a 21 SEP 0340 45 23. 7.0 1539.7 * 21 SEP 1200 145 34. 15.7 1541.9 * 21 SEP 2020 245 35. 46.6 1546.7 ID 21 SEP 0345 46 23. 7.1 1539.7 * 21 SEP 1205 146 35. 15.8 1541.9 * 21 SEP 2025 246 35. 46.6 1546.7 21 SEP 0350 47 23. 7.2 1539.7 * 21 SEP 1210 147 35. 16.0 1542.0 * 21 SEP 2030 247 35. 46.6 1546.7 21 SEP 0355 48 23. 7.2 1539.7 * 21 SEP 1215 148 35. 16.1 1542.0 * 21 SEP 2035 248 35. 46.7 1546.7 r 21 SEP 0400 49 23. 7.3 1539.8 * 21 SEP 1220 149 35. 16.2 1542.0 * 21 SEP 2040 249 .35. 46.7 1546.7 21 SEP 0405 50 23. 7.4 1539.8 * 21 SEP 1225 150 35. 16.3 1542.1 * 21 SEP 2045 250 35. 46.7 1546.7 • 21 SEP 0410 51 24. 7.5 1539.8 * 21 SEP 1230 151 35. 16.5 1542.1 * 21 SEP 2050 251 35. 46.8 1546.7 21 SEP 0415 52 24. 7.5 1539.9 * 21 SEP 1235 152 35. 16.6 1542.1 * 21 SEP 2055 252 35. 46.8 1546.7 pm 21 SEP 0420 53 24. 7.6 1539.9 * 21 SEP 1240 153 35. 16.7 1542.1 * 21 SEP 2100 253 35. 46.8 1546.7 • 21 SEP 0425 54 24. 7.7 1539.9 * 21 SEP 1245 154 35. 16.9 1542.2 * 21 SEP 2105 254 35. 46.8 1546.7 be 21 SEP 0430 55 24. 7.8 1539.9 * 21 SEP 1250 155 35. 17.0 1542.2 * 21 SEP 2110 255 35. 46.9 1546.7 21 SEP 0435 56 24. 7.8 1540.0 * 21 SEP 1255 156 35. 17.2 1542.2 * 21 SEP 2115 256 35. 46.9 1546.7 21 SEP 0440 57 24. 7.9 1540.0 * 21 SEP 1300 157 35. 17.3 1542.2 * 21 SEP 2120 257 35. 46.9 1546.7 1 "" 21 SEP 0445 58 24. 8.0 1540.0 * 21 SEP 1305 158 35. 17.5 1542.3 * 21 SEP 2125 258 35. 46.9 1546.7 N. 21 SEP 0450 59 25. 8.1 1540.0 * 21 SEP 1310 159 35. 17.6 1542.3 * 21 SEP 2130 259 35. 46.9 1546.7 21 SEP 0455 60 25. 8.1 1540.1 * 21 SEP 1315 160 35. 17.8 1542.3 * 21 SEP 2135 260 35. 46.9 1546.7 21 SEP 0500 61 25. 8.2 1540.1 * 21 SEP 1320 161 35. 18.0 1542.4 * 21 SEP 2140 261 35. 46.9 1546.7 __ 21 SEP 0505 62 25. 8.3 1540.1 * 21 SEP 1325 162 35. 18.2 1542.4 * 21 SEP 2145 262 35. 46.9 1546.7 21 SEP 0510 63 25. 8.4 1540.1 * 21 SEP 1330 163 35. 18.3 1542.4 * 21 SEP 2150 263 35. 46.9 1546.7 Iii 21 SEP 0515 64 25. 8.4 1540.1 * 21 SEP 1335 164 35. 18.5 1542.4 * 21 SEP 2155 264 35. 47.0 1546.7 21 SEP 0520 65 25. 8.5 1540.1 * 21 SEP 1340 165 35. 18.7 1542.5 * 21 SEP 2200 265 35. 47.0 1546.7 21 SEP 0525 66 25. 8.6 1540.2 * 21 SEP 1345 166 35. 18.9 1542.5 * 21 SEP 2205 266 35. 47.0 1546.7 1"' 21 SEP 0530 67 25. 8.7 1540.2 * 21 SEP 1350 167 35. 19.1 1542.6 * 21 SEP 2210 267 35. 47.0 1546.7 is 21 SEP 0535 68 25. 8.7 1540.2 * 21 SEP 1355 168 35. 19.3 1542.6 * 21 SEP 2215 268 35. 47.0 1546.7 21 SEP 0540 69 26. 8.8 1540.2 * 21 SEP 1400 169 35. 19.5 1542.6 * 21 SEP 2220 269 35. 47.0 1546.7 21 SEP 0545 70 26. 8.9 1540.2 * 21 SEP 1405 170 35. 19.7 1542.7 * 21 SEP 2225 270 35. 47.0 1546.7 0 ,. 21 SEP 0550 71 26. 9.0 1540.3 * 21 SEP 1410 171 35. 20.0 1542.7 * 21 SEP 2230 271 35. 47.0 1546.7 21 SEP 0555 72 26. 9.1 1540.3 * 21 SEP 1415 172 35. 20.2 1542.8 * 21 SEP 2235 272 35. 46.9 1546.7 i 21 SEP 0600 73 26. 9.1 1540.3 * 21 SEP 1420 173 35. 20.4 1542.8 * 21 SEP 2240 273 35. 46.9 1546.7 21 SEP 0605 74 26. 9.2 1540.3 * 21 SEP 1425 174 35. 20.7 1542.8 * 21 SEP 2245 274 35. 46.9 1546.7 21 SEP 0610 75 26. 9.3 1540.3 * 21 SEP 1430 175 35. 20.9 1542.9 * 21 SEP 2250 275 35. 46.9 1546.7 r 21 SEP 0615 76 26. 9.4 1540.4 * 21 SEP 1435 176 35. 21.2 1542.9 * 21 SEP 2255 276 35. 46.9 1546.7 L, 21 SEP 0620 77 26. 9.4 1540.4 * 21 SEP 1440 177 35. 21.5 1543.0 * 21 SEP 2300 277 35. 46.9 1546.7 21 SEP 0625 78 26. 9.5 1540.4 * 21 SEP 1445 178 35. 21.8 1543.0 * 21 SEP 2305 278 35. 46.9 1546.7 21 SEP 0630 79 27. 9.6 1540.4 * 21 SEP 1450 179 35. 22.1 1543.1 * 21 SEP 2310 279 35. 46.9 1546.7 1,. 21 SEP 0635 80 27. 9.7 1540.4 * 21 SEP 1455 180 35. 22.4 1543.1 * 21 SEP 2315 280 35. 46.9 1546.7 ii C 21 SEP 0640 81 27. 9.7 1540.4 * 21 SEP 1500 181 35. 22.7 1543.2 * 21 SEP 2320 281 35. 46.9 1546.7 21 SEP 0645 82 27. 9.8 1540.5 * 21 SEP 1505 182 35. 23.0 1543.3 * 21 SEP 2325 282 35. 46.8 1546.7 21 SEP 0650 83 27. 9.9 1540.5 * 21 SEP 1510 183 35. 23.4 1543.3 * 21 SEP 2330 283 35. 46.8 1546.7 21 SEP 0655 84 27. 10.0 1540.5 * 21 SEP 1515 184 35. 23.8 1543.4 * 21 SEP 2335 284 35. 46.8 1546.7 21 SEP 0700 85 27. 10.1 1540.5 * 21 SEP 1520 185 35. 24.2 1543.5 * 21 SEP 2340 285 35. 46.8 1546.7 21 SEP 0705 86 27. 10.1 1540.5 * 21 SEP 1525 186 35. 24.6 1543.5 * 21 SEP 2345 286 35. 46.8 1546.7 21 SEP 0710 87 27. 10.2 1540.6 * 21 SEP 1530 187 35. 25.0 1543.6 * 21 SEP 2350 287 35. 46.7 1546.7 21 SEP 0715 88 27. 10.3 1540.6 * 21 SEP 1535 188 35. 25.4 1543.7 * 21 SEP 2355 288 35. 46.7 1546.7 21 SEP 0720 89 28. 10.4 1540.6 * 21 SEP 1540 189 35. 25.8 1543.8 * 22 SEP 0000 289 35. 46.7 1546.7 21 SEP 0725 90 28. 10.5 1540.6 * 21 SEP 1545 190 35. 26.1 1543.8 * 22 SEP 0005 290 35. 46.7 1546.7 21 SEP 0730 91 28. 10.5 1540.6 * 21 SEP 1550 191 35. 26.6 1543.9 * 22 SEP 0010 291 35. 46.7 1546.7 21 SEP 0735 92 28. 10.6 1540.7 * 21 SEP 1555 192 35. 27.1 1544.0 * 22 SEP 0015 292 35. 46.6 1546.7 r t e 21 SEP 0740 93 28. 10.7 1540.7 * 21 SEP 1600 193 35. 27.6 1544.1 * 22 SEP 0020 293 35. 46.6 1546.7 II 21 SEP 0745 94 28. 10.8 1540.7 * 21 SEP 1605 194 35. 28.5 1544.2 * 22 SEP 0025 294 35. 46.6 1546.7 21 SEP 0750 95 28. 10.9 1540.7 * 21 SEP 1610 195 35. 29.9 1544.4 * 22 SEP 0030 295 35. 46.6 1546.7 21 SEP 0755 96 28. 10.9 1540.7 * 21 SEP 1615 196 35. 31.9 1544.7 * 22 SEP 0035 296 35. 46.6 1546.7 fm 21 SEP 0800 97 28. 11.0 1540.8 * 21 SEP 1620 197 35. 34.5 1545.1 * 22 SEP 0040 297 35. 46.5 1546.7 21 SEP 0805 98 29. 11.1 1540.8 * 21 SEP 1625 198 35. 37.0 1545.4 * 22 SEP 0045 298 35. 46.5 1546.7 Off 21 SEP 0810 99 29. 11.2 1540.8 * 21 SEP 1630 199 35. 38.8 1545.7 * 22 SEP 0050 299 35. 46.5 1546.7 21 SEP 0815 100 29. 11.3 1540.8 * 21 SEP 1635 200 35. 39.8 1545.8 * 22 SEP 0055 300 35. 46.5 1546.7 * * 0. ill PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24-HR 72-HR 24.92-HR Om 35. 12.25 (CFS) 35. 31. 30. 30. (INCHES) 1.171 4.154 4.239 4.239 II (AC -FT) 17. 61. 63. 63. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 47. 22.33 47. 25. 24. 24. PEAK STAGE TIME MAXIMUM AVERAGE STAGE FR (FEET) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 1546.75 22.33 1546.71 1543.03 1542.86 1542.86 VP CUMULATIVE AREA = .28 SQ MI Om * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** No ill * * * * * * * * * * * * ** * * 476 KK * I * P .. * * iI 478 KO OUTPUT CONTROL VARIABLES ... IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL Mt CSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA r '/ 479 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION ..• RSVRIC 1546.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT IN 480 SV STORAGE .0 .0 .9 4.7 12.8 24.2 39.7 P' 481 SE ELEVATION 1546.00 1546.01 1548.00 1550.00 1552.00 1554.00 1556.00 II 482 SQ DISCHARGE 0. 13. 18. 31. 44. 44. 44. * ** * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 13. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) P" HYDROGRAPH AT STATION I I1 6 P 60 * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE 21 SEP 0000 1 0. .0 1546.0 * 21 SEP 0820 101 27. 3.6 1549.4 * 21 SEP 1640 201 44. 14.1 1552.2 21 SEP 0005 2 9. .0 1546.0 * 21 SEP 0825 102 27. 3.6 1549.4 * 21 SEP 1645 202 44. 14.4 1552.3 21 SEP 0010 3 4. .0 1546.0 * 21 SEP 0830 103 27. 3.6 1549.4 * 21 SEP 1650 203 44. 14.6 1552.3 i n i 21 SEP 0015 4 7. .0 1546.0 * 21 SEP 0835 104 27. 3.7 1549.5 * 21 SEP 1655 204 44. 14.8 1552.3 21 SEP 0020 5 6. .0 1546.0 * 21 SEP 0840 105 27. 3.7 1549.5 * 21 SEP 1700 205 44. 15.0 1552.4 21 SEP 0025 6 8. .0 1546.0 * 21 SEP 0845 106 28. 3.8 1549.5 * 21 SEP 1705 206 44. 15.2 1552.4 21 SEP 0030 7 7. .0 1546.0 * 21 SEP 0850 107 28. 3.8 1549.5 * 21 SEP 1710 207 44. 15.4 1552.5 21 SEP 0035 8 9. .0 1546.0 * 21 SEP 0855 108 28. 3.9 1549.6 * 21 SEP 1715 208 44. 15.6 1552.5 21 SEP 0040 9 9. .0 1546.0 * 21 SEP 0900 109 28. 3.9 1549.6 * 21 SEP 1720 209 44. 15.8 1552.5 21 SEP 0045 10 10. .0 1546.0 * 21 SEP 0905 110 28. 3.9 1549.6 * 21 SEP 1725 210 44. 16.0 1552.6 21 SEP 0050 11 11. .0 1546.0 * 21 SEP 0910 111 28. 4.0 1549.6 * 21 SEP 1730 211 44. 16.2 1552.6 21 SEP 0055 12 11. .0 1546.0 * 21 SEP 0915 112 28. 4.0 1549.6 * 21 SEP 1735 212 44. 16.4 1552.6 i m o 21 SEP 0100 13 12. .0 1546.0 * 21 SEP 0920 113 28. 4.1 1549.7 * 21 SEP 1740 213 44. 16.6 1552.7 21 SEP 0105 14 13. .0 1546.0 * 21 SEP 0925 114 29. 4.1 1549.7 * 21 SEP 1745 214 44. 16.8 1552.7 21 SEP 0110 15 13. .0 1546.0 * 21 SEP 0930 115 29. 4.1 1549.7 * 21 SEP 1750 215 44. 17.0 1552.7 21 SEP 0115 16 13. .0 1546.0 * 21 SEP 0935 116 29. 4.2 1549.7 * 21 SEP 1755 216 44. 17.2 1552.8 1 . 21 SEP 0120 17 13. .0 1546.1 * 21 SEP 0940 117 29. 4.2 1549.7 * 21 SEP 1800 217 44. 17.4 1552.8 lo 21 SEP 0125 18 13. .0 1546.1 * 21 SEP 0945 118 29. 4.3 1549.8 * 21 SEP 1805 218 44. 17.6 1552.8 21 SEP 0130 19 13. .1 1546.1 * 21 SEP 0950 119 29. 4.3 1549.8 * 21 SEP 1810 219 44. 17.8 1552.9 21 SEP 0135 20 13. .1 1546.2 * 21 SEP 0955 120 29. 4.3 1549.8 * 21 SEP 1815 220 44. 17.9 1552.9 21 SEP 0140 21 13. .1 1546.2 * 21 SEP 1000 121 29. 4.4 1549.8 * 21 SEP 1820 221 44. 18.1 1552.9 • 21 SEP 0145 22 14. .1 1546.3 * 21 SEP 1005 122 30. 4.4 1549.9 * 21 SEP 1825 222 44. 18.3 1553.0 6 21 SEP 0150 23 14. .2 1546.4 * 21 SEP 1010 123 30. 4.5 1549.9 * 21 SEP 1830 223 44. 18.5 1553.0 21 SEP 0155 24 14. .2 1546.4 * 21 SEP 1015 124 30. 4.5 1549.9 * 21 SEP 1835 224 44. 18.7 1553.0 21 SEP 0200 25 14. .2 1546.5 * 21 SEP 1020 125 30. 4.5 1549.9 * 21 SEP 1840 225 44. 18.9 1553.1 21 SEP 0205 26 14. .3 1546.6 * 21 SEP 1025 126 30. 4.6 1549.9 * 21 SEP 1845 226 44. 19.1 1553.1 i; 21 SEP 0210 27 15. .3 1546.7 * 21 SEP 1030 127 30. 4.6 1550.0 * 21 SEP 1850 227 44. 19.2 1553.1 21 SEP 0215 28 15. .3 1546.8 * 21 SEP 1035 128 30. 4.7 1550.0 * 21 SEP 1855 228 44. 19.4 1553.2 21 SEP 0220 29 15. .4 1546.8 * 21 SEP 1040 129 31. 4.7 1550.0 * 21 SEP 1900 229 44. 19.6 1553.2 21 SEP 0225 30 15. .4 1546.9 * 21 SEP 1045 130 31. 4.8 1550.0 * 21 SEP 1905 230 44. 19.8 1553.2 • 21 SEP 0230 31 16. .5 1547.0 * 21 SEP 1050 131 31. 4.8 1550.0 * 21 SEP 1910 231 44. 20.0 1553.3 21 SEP 0235 32 16. .5 1547.1 * 21 SEP 1055 132 31. 4.9 1550.0 * 21 SEP 1915 232 44. 20.1 1553.3 VP 21 SEP 0240 33 16. .6 1547.2 * 21 SEP 1100 133 31. 4.9 1550.1 * 21 SEP 1920 233 44. 20.3 1553.3 21 SEP 0245 34 16. .6 1547.3 * 21 SEP 1105 134 31. 5.0 1550.1 * 21 SEP 1925 234 44. 20.5 1553.3 21 SEP 0250 35 17. .6 1547.4 * 21 SEP 1110 135 31. 5.0 1550.1 * 21 SEP 1930 235 44. 20.6 1553.4 21 SEP 0255 36 17. .7 1547.5 * 21 SEP 1115 136 31. 5.1 1550.1 * 21 SEP 1935 236 44. 20.8 1553.4 21 SEP 0300 37 17. .7 1547.6 * 21 SEP 1120 137 31. 5.1 1550.1 * 21 SEP 1940 237 44. 21.0 1553.4 21 SEP 0305 38 17. .8 1547.7 * 21 SEP 1125 138 31. 5.2 1550.1 * 21 SEP 1945 238 44. 21.2 1553.5 21 SEP 0310 39 18. .8 1547.8 * 21 SEP 1130 139 31. 5.2 1550.1 * 21 SEP 1950 239 44. 21.3 1553.5 21 SEP 0315 40 18. .9 1547.9 * 21 SEP 1135 140 31. 5.3 1550.1 * 21 SEP 1955 240 44. 21.5 1553.5 21 SEP 0320 41 18. .9 1548.0 * 21 SEP 1140 141 32. 5.3 1550.2 * 21 SEP 2000 241 44. 21.7 1553.6 21 SEP 0325 42 18. 1.0 1548.0 * 21 SEP 1145 142 32. 5.4 1550.2 * 21 SEP 2005 242 44. 21.8 1553.6 21 SEP 0330 43 18. 1.0 1548.0 * 21 SEP 1150 143 32. 5.5 1550.2 * 21 SEP 2010 243 44. 22.0 1553.6 21 SEP 0335 44 19. 1.0 1548.1 * 21 SEP 1155 144 32. 5.5 1550.2 * 21 SEP 2015 244 44. 22.1 1553.6 21 SEP 0340 45 19. 1.1 1548.1 * 21 SEP 1200 145 32. 5.6 1550.2 * 21 SEP 2020 245 44. 22.3 1553.7 I 21 SEP 0345 46 19. 1.1 1548.1 * 21 SEP 1205 146 32. 5.6 1550.2 * 21 SEP 2025 246 44. 22.5 1553.7 21 SEP 0350 47 19. 1.2 1548.1 * 21 SEP 1210 147 32. 5.7 1550.2 * 21 SEP 2030 247 44. 22.6 1553.7 21 SEP 0355 48 19. 1.2 1548.2 * 21 SEP 1215 148 32. 5.8 1550.3 * 21 SEP 2035 248 44. 22.7 1553.7 21 SEP 0400 49 19. 1.3 1548.2 * 21 SEP 1220 149 32. 5.8 1550.3 * 21 SEP 2040 249 44. 22.9 1553.8 21 SEP 0405 50 20. 1.3 1548.2 * 21 SEP 1225 150 32. 5.9 1550.3 * 21 SEP 2045 250 44. 23.0 1553.8 21 SEP 0410 51 20. 1.4 1548.3 * 21 SEP 1230 151 33. 6.0 1550.3 * 21 SEP 2050 251 44. 23.2 1553.8 21 SEP 0415 52 20. 1.4 1548.3 * 21 SEP 1235 152 33. 6.1 1550.3 * 21 SEP 2055 252 44. 23.3 1553.8 21 SEP 0420 53 20. '1.5 1548.3 * 21 SEP 1240 153 33. 6.1 1550.4 * 21 SEP 2100 253 44. 23.5 1553.9 21 SEP 0425 54 20. 1.5 1548.3 * 21 SEP 1245 154 33. 6.2 1550.4 * 21 SEP 2105 254 44. 23.6 1553.9 21 SEP 0430 55 20. 1.6 1548.4 * 21 SEP 1250 155 33. 6.3 1550.4 * 21 SEP 2110 255 44. 23.7 1553.9 21 SEP 0435 56 21. 1.6 1548.4 * 21 SEP 1255 156 33. 6.4 1550.4 * 21 SEP 2115 256 44. 23.9 1553.9 21 SEP 0440 57 21. 1.7 1548.4 * 21 SEP 1300 157 33. 6.5 1550.4 * 21 SEP 2120 257 44. 24.0 1554.0 em 21 SEP 0445 58 21. 1.7 1548.4 * 21 SEP 1305 158 33. 6.5 1550.5 * 21 SEP 2125 258 44. 24.1 1554.0 21 SEP 0450 59 21. 1.8 1548.5 * 21 SEP 1310 159 34. 6.6 1550.5 * 21 SEP 2130 259 44. 24.2 1554.0 21 SEP 0455 60 21. 1.8 1548.5 * 21 SEP 1315 160 34. 6.7 1550.5 * 21 SEP 2135 260 44. 24.4 1554.0 21 SEP 0500 61 21. 1.9 1548.5 * 21 SEP 1320 161 34. 6.8 1550.5 * 21 SEP 2140 261 44. 24.5 1554.0 21 SEP 0505 62 22. 1.9 1548.5 * 21 SEP 1325 162 34. 6.9 1550.5 * 21 SEP 2145 262 44. 24.6 1554.1 !" 21 SEP 0510 63 22. 2.0 1548.6 * 21 SEP 1330 163 34. 7.0 1550.6 * 21 SEP 2150 263 44. 24.7 1554.1 ii 21 SEP 0515 64 22. 2.0 1548.6 * 21 SEP 1335 164 34. 7.1 1550.6 * 21 SEP 2155 264 44. 24.9 1554.1 21 SEP 0520 65 22. 2.1 1548.6 * 21 SEP 1340 165 34. 7.2 1550.6 * 21 SEP 2200 265 44. 25.0 1554.1 21 SEP 0525 66 22. 2.1 1548.6 * 21 SEP 1345 166 35. 7.3 1550.6 * 21 SEP 2205 266 44. 25.1 1554.1 21 SEP 0530 67 22. 2.2 1548.7 * 21 SEP 1350 167 35. 7.3 1550.7 * 21 SEP 2210 267 44. 25.2 1554.1 21 SEP 0535 68 22. 2.2 1548.7 * 21 SEP 1355 168 35. 7.4 1550.7 * 21 SEP 2215 268 44. 25.3 1554.1 21 SEP 0540 69 23. 2.3 1548.7 * 21 SEP 1400 169 35. 7.5 1550.7 * 21 SEP 2220 269 44. 25.4 1554.2 21 SEP 0545 70 23. 2.3 1548.7 * 21 SEP 1405 170 35. 7.6 1550.7 * 21 SEP 2225 270 44. 25.5 1554.2 21 SEP 0550 71 23. 2.4 1548.8 * 21 SEP 1410 171 35. 7.7 1550.8 * 21 SEP 2230 271 44. 25.6 1554.2 - 21 SEP 0555 72 23. 2.4 1548.8 * 21 SEP 1415 172 36. 7.9 1550.8 * 21 SEP 2235 272 44. 25.7 1554.2 L 21 SEP 0600 73 23. 2.4 1548.8 * 21 SEP 1420 173 36. 8.0 1550.8 * 21 SEP 2240 273 44. 25.8 1554.2 ▪ 21 SEP 0605 74 23. 2.5 1548.8 * 21 SEP 1425 174 36. 8.1 1550.8 * 21 SEP 2245 274 44. 25.9 1554.2 21 SEP 0610 75 23. 2.5 1548.9 * 21 SEP 1430 175 36. 8.2 1550.9 * 21 SEP 2250 275 44. 26.0 1554.2 om 21 SEP 0615 76 24. 2.6 1548.9 * 21 SEP 1435 176 36. 8.3 1550.9 * 21 SEP 2255 276 44. 26.1 1554.2 6 P" I II 21 SEP 0620 77 24. 2.6 1548.9 * 21 SEP 1440 177 36. 8.4 1550.9 * 21 SEP 2300 277 44. 26.2 1554.3 21 SEP 0625 78 24. 2.7 1548.9 * 21 SEP 1445 178 37. 8.5 1550.9 * 21 SEP 2305 278 44. 26.3 1554.3 21 SEP 0630 79 24. 2.7 1548.9 * 21 SEP 1450 179 37. 8.6 1551.0 * 21 SEP 2310 279 44. 26.4 1554.3 21 SEP 0635 80 24. 2.7 1549.0 * 21 SEP 1455 180 37. 8.8 1551.0 * 21 SEP 2315 280 44. 26.4 1554.3 21 SEP 0640 81 24. 2.8 1549.0 * 21 SEP 1500 181 37. 8.9 1551.0 * 21 SEP 2320 281 44. 26.5 1554.3 21 SEP 0645 82 24. 2.8 1549.0 * 21 SEP 1505 182 37. 9.0 1551.1 * 21 SEP 2325 282 44. 26.6 1554.3 ro 21 SEP 0650 83 25. 2.9 1549.0 * 21 SEP 1510 183 38. 9.1 1551.1 * 21 SEP 2330 283 44. 26.7 1554.3 21 SEP 0655 84 25. 2.9 1549.1 * 21 SEP 1515 184 38. 9.3 1551.1 * 21 SEP 2335 284 44. 26.7 1554.3 21 SEP 0700 85 25. 2.9 1549.1 * 21 SEP 1520 185 38. 9.4 1551.2 * 21 SEP 2340 285 44. 26.8 1554.3 21 SEP 0705 86 25. 3.0 1549.1 * 21 SEP 1525 186 38. 9.6 1551.2 * 21 SEP 2345 286 44. 26.9 1554.3 21 SEP 0710 87 25. 3.0 1549.1 * 21 SEP 1530 187 39. 9.7 1551.2 * 21 SEP 2350 287 44. 27.0 1554.4 21 SEP 0715 88 25. 3.1 1549.1 * 21 SEP 1535 188 39. 9.9 1551.3 * 21 SEP 2355 288 44. 27.0 1554.4 21 SEP 0720 89 25. 3.1 1549.2 * 21 SEP 1540 189 39. 10.0 1551.3 * 22 SEP 0000 289 44. 27.1 1554.4 21 SEP 0725 90 25. 3.1 1549.2 * 21 SEP 1545 190 39. 10.2 1551.4 * 22 SEP 0005 290 44. 27.1 1554.4 21 SEP 0730 91 26. 3.2 1549.2 * 21 SEP 1550 191 40. 10.4 1551.4 * 22 SEP 0010 291 44. 27.2 1554.4 21 SEP 0735 92 26. 3.2 1549.2 * 21 SEP 1555 192 40. 10.5 1551.4 * 22 SEP 0015 292 44. 27.3 1554.4 21 SEP 0740 93 26. 3.2 1549.2 * 21 SEP 1600 193 40. 10.7 1551.5 * 22 SEP 0020 293 44. 27.3 1554.4 21 SEP 0745 94 26. 3.3 1549.3 * 21 SEP 1605 194 41. 11.0 1551.6 * 22 SEP 0025 294 44. 27.4 1554.4 21 SEP 0750 95 26. 3.3 1549.3 * 21 SEP 1610 195 42. 11.5 1551.7 * 22 SEP 0030 295 44. 27.4 1554.4 21 SEP 0755 96 26. 3.4 1549.3 * 21 SEP 1615 196 43. 12.2 1551.9 * 22 SEP 0035 296 44. 27.5 1554.4 21 SEP 0800 97 26. 3.4 1549.3 * 21 SEP 1620 197 44. 12.9 1552.0 * 22 SEP 0040 297 44. 27.5 1554.4 21 SEP 0805 98 26. 3.4 1549.3 * 21 SEP 1625 198 44. 13.4 1552.1 * 22 SEP 0045 298 44. 27.6 1554.4 k 21 SEP 0810 99 27. 3.5 1549.4 * 21 SEP 1630 199 44. 13.7 1552.2 * 22 SEP 0050 299 44. 27.6 1554.4 21 SEP 0815 100 27. 3.5 1549.4 * 21 SEP 1635 200 44. 13.9 1552.2 * 22 SEP 0055 300 44. 27.6 1554.4 * * OM illi PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72-HR 24.92-HR Mo 44. 16.33 (CFS) 44. 33. 32. 32. (INCHES) 6.756 20.347 20.528 20.528 ii (AC-FT) 22. 65. 66. 66. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE on (AC -FT) (HR) 6 -HR 24 -HR 72-HR 24.92 -HR iii 28. 24.92 24. 11. 10. 10. PEAK STAGE TIME MAXIMUM AVERAGE STAGE Pm (FEET) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 6 1554.44 24.92 1553.98 1550.82 1550.64 1550.64 CUMULATIVE AREA = .06 SG MI 7 he * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** *** E lilt * * 525 KK * J * ■. * * iI/ 527 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL l" IPLOT 0 PLOT CONTROL ii CSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA mg tio 528 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC INITIAL CONDITION r X .00 WORKING R AND D COEFFICIENT II 529 SV STORAGE .0 .0 .6 1.7 3.3 5.8 9.4 I; 530 SE ELEVATION 1554.00 1554.01 1556.00 1558.00 1560.00 1562.00 1564.00 531 SG DISCHARGE 0. 5. 6. 11. 15. 15. 15. * ** I * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 5. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 1m r. 6 r HYDROGRAPH AT STATION J 6 * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 0. .0 1554.0 * 21 SEP 0820 101 5. .1 1554.3 * 21 SEP 1640 201 14. 2.7 1559.2 21 SEP 0005 2 5. .0 1554.0 * 21 SEP 0825 102 5. .1 1554.3 * 21 SEP 1645 202 13. 2.7 1559.2 21 SEP 0010 3 4. .0 1554.0 * 21 SEP 0830 103 5. .1 1554.3 * 21 SEP 1650 203 13. 2.7 1559.2 21 SEP 0015 4 4. .0 1554.0 * 21 SEP 0835 104 5. .1 1554.3 * 21 SEP 1655 204 13. 2.7 1559.2 21 SEP 0020 5 4. .0 1554.0 * 21 SEP 0840 105 5. .1 1554.3 * 21 SEP 1700 205 13. 2.6 1559.1 21 SEP 0025 6 4. .0 1554.0 * 21 SEP 0845 106 5. .1 1554.4 * 21 SEP 1705 206 13. 2.6 1559.1 21 SEP 0030 7 4. .0 1554.0 * 21 SEP 0850 107 5. .1 1554.4 * 21 SEP 1710 207 13. 2.6 1559.1 21 SEP 0035 8 4. .0 1554.0 * 21 SEP 0855 108 5. .1 1554.4 * 21 SEP 1715 208 13. 2.5 1559.0 21 SEP 0040 9 4. .0 1554.0 * 21 SEP 0900 109 5. .1 1554.4 * 21 SEP 1720 209 13. 2.5 1559.0 21 SEP 0045 10 4. .0 1554.0 * 21 SEP 0905 110 5. .1 1554.4 * 21 SEP 1725 210 13. 2.5 1559.0 21 SEP 0050 11 4. .0 1554.0 * 21 SEP 0910 111 5. .1 1554.4 * 21 SEP 1730 211 13. 2.5 1558.9 21 SEP 0055 12 4. .0 1554.0 * 21 SEP 0915 112 5. .1 1554.4 * 21 SEP 1735 212 13. 2.4 1558.9 21 SEP 0100 13 4. .0 1554.0 * 21 SEP 0920 113 5. .1 1554.4 * 21 SEP 1740 213 13. 2.4 1558.8 21 SEP 0105 14 4. .0 1554.0 * 21 SEP 0925 114 5. .1 1554.4 * 21 SEP 1745 214 13. 2.4 1558.8 21 SEP 0110 15 4. .0 1554.0 * 21 SEP 0930 115 5. .1 1554.4 * 21 SEP 1750 215 12. 2.3 1558.8 21 SEP 0115 16 4. .0 1554.0 * 21 SEP 0935 116 5. .1 1554.5 * 21 SEP 1755 216 12. 2.3 1558.7 21 SEP 0120 17 4. .0 1554.0 * 21 SEP 0940 117 5. .2 1554.5 * 21 SEP 1800 217 12. 2.2 1558.7 21 SEP 0125 18 4. .0 1554.0 * 21 SEP 0945 118 5. .2 1554.5 * 21 SEP 1805 218 12. 2.2 1558.6 21 SEP 0130 19 4. .0 1554.0 * 21 SEP 0950 119 5. .2 1554.5 * 21 SEP 1810 219 12. 2.2 1558.6 21 SEP 0135 20 4. .0 1554.0 * 21 SEP 0955 120 5. .2 1554.6 * 21 SEP 1815 220 12. 2.1 1558.5 21 SEP 0140 21 4. .0 1554.0 * 21 SEP 1000 121 5. .2 1554.6 * 21 SEP 1820 221 12. 2.1 1558.5 21 SEP 0145 22 4. .0 1554.0 * 21 SEP 1005 122 5. .2 1554.6 * 21 SEP 1825 222 12. 2.1 1558.5 21 SEP 0150 23 4. .0 1554.0 * 21 SEP 1010 123 5. .2 1554.6 * 21 SEP 1830 223 12. 2.0 1558.4 21 SEP 0155 24 4. .0 1554.0 * 21 SEP 1015 124 5. .2 1554.6 * 21 SEP 1835 224 12. 2.0 1558.4 21 SEP 0200 25 4. .0 1554.0 * 21 SEP 1020 125 5. .2 1554.7 * 21 SEP 1840 225 11. 2.0 1558.3 21 SEP 0205 26 4. .0 1554.0 * 21 SEP 1025 126 5. .2 1554.7 * 21 SEP 1845 226 11. 1.9 1558.3 21 SEP 0210 27 4. .0 1554.0 * 21 SEP 1030 127 5. .2 1554.7 * 21 SEP 1850 227 11. 1.9 1558.2 21 SEP 0215 28 4. .0 1554.0 * 21 SEP 1035 128 5. .2 1554.7 * 21 SEP 1855 228 11. 1.9 1558.2 21 SEP 0220 29 4. .0 1554.0 * 21 SEP 1040 129 5. .2 1554.7 * 21 SEP 1900 229 11. 1.8 1558.1 21 SEP 0225 30 4. .0 1554.0 * 21 SEP 1045 130 5. .2 1554.8 * 21 SEP 1905 230 11. 1.8 1558.1 21 SEP 0230 31 4. .0 1554.0 * 21 SEP 1050 131 5. .2 1554.8 * 21 SEP 1910 231 11. 1.8 1558.1 i $ 21 SEP 0235 32 4. .0 1554.0 * 21 SEP 1055 132 5. .2 1554.8 * 21 SEP 1915 232 11. 1.7 1558.0 21 SEP 0240 33 4. .0 1554.0 * 21 SEP 1100 133 5. .3 1554.8 * 21 SEP 1920 233 11. 1.7 1558.0 21 SEP 0245 34 4. .0 1554.0 * 21 SEP 1105 134 5. .3 1554.8 * 21 SEP 1925 234 11. 1.7 1557.9 21 SEP 0250 35 4. .0 1554.0 * 21 SEP 1110 135 5. .3 1554.8 * 21 SEP 1930 235 10. 1.6 1557.9 21 SEP 0255 36 4. .0 1554.0 * 21 SEP 1115 136 5. .3 1554.9 * 21 SEP 1935 236 10. 1.6 1557.8 21 SEP 0300 37 4. .0 1554.0 * 21 SEP 1120 137 5. .3 1554.9 * 21 SEP 1940 237 10. 1.6 1557.8 21 SEP 0305 38 4. .0 1554.0 * 21 SEP 1125 138 5. .3 1554.9 * 21 SEP 1945 238 10. 1.5 1557.7 21 SEP 0310 39 4. .0 1554.0 * 21 SEP 1130 139 5. .3 1554.9 * 21 SEP 1950 239 10. 1.5 1557.6 21 SEP 0315 40 4. .0 1554.0 * 21 SEP 1135 140 5. .3 1554.9 * 21 SEP 1955 240 10. 1.5 1557.6 L 21 SEP 0320 41 4. .0 1554.0 * 21 SEP 1140 141 5. .3 1554.9 * 21 SEP 2000 241 10. 1.4 1557.5 21 SEP 0325 42 4. .0 1554.0 * 21 SEP 1145 142 5. .3 1555.0 * 21 SEP 2005 242 10. 1.4 1557.5 21 SEP 0330 43 4. .0 1554.0 * 21 SEP 1150 143 5. .3 1555.0 * 21 SEP 2010 243 9. 1.4 1557.4 21 SEP 0335 44 4. .0 1554.0 * 21 SEP 1155 144 5. .3 1555.0 * 21 SEP 2015 244 9. 1.3 1557.3 A 21 SEP 0340 45 4. .0 1554.0 * 21 SEP 1200 145 6. .3 1555.1 * 21 SEP 2020 245 9. 1.3 1557.3 P 21 SEP 0345 46 4. .0 1554.0 * 21 SEP 1205 146 6. .3 1555.1 * 21 SEP 2025 246 9. 1.3 1557.2 6 21 SEP 0350 47 4. .0 1554.0 * 21 SEP 1210 147 6. .3 1555.1 * 21 SEP 2030 247 9. 1.3 1557.2 21 SEP 0355 48 4. .0 1554.0 * 21 SEP 1215 148 6. .4 1555.2 * 21 SEP 2035 248 9. 1.2 1557.1 21 SEP 0400 49 4. .0 1554.0 * 21 SEP 1220 149 6. .4 1555.2 * 21 SEP 2040 249 9. 1.2 1557.1 21 SEP 0405 50 4. .0 1554.0 * 21 SEP 1225 150 6. .4 1555.2 * 21 SEP 2045 250 9. 1.2 1557.0 21 SEP 0410 51 4. .0 1554.0 * 21 SEP 1230 151 6. .4 1555.3 * 21 SEP 2050 251 9. 1.2 1557.0 21 SEP 0415 52 4. .0 1554.0 * 21 SEP 1235 152 6. .4 1555.3 * 21 SEP 2055 252 8. 1.1 1557.0 21 SEP 0420 53 4. .0 1554.0 * 21 SEP 1240 153 6. .4 1555.3 * 21 SEP 2100 253 8. 1.1 1556.9 21 SEP 0425 54 4. .0 1554.0 * 21 SEP 1245 154 6. .4 1555.3 * 21 SEP 2105 254 8. 1.1 1556.9 21 SEP 0430 55 4. .0 1554.0 * 21 SEP 1250 155 6. .4 1555.4 * 21 SEP 2110 255 8. 1.1 1556.8 21 SEP 0435 56 4. .0 1554.0 * 21 SEP 1255 156 6. .4 1555.4 * 21 SEP 2115 256 8. 1.0 1556.8 21 SEP 0440 57 4. .0 1554.0 * 21 SEP 1300 157 6. .4 1555.4 * 21 SEP 2120 257 8. 1.0 1556.8 21 SEP 0445 58 5. .0 1554.0 * 21 SEP 1305 158 6. .4 1555.5 * 21 SEP 2125 258 8. 1.0 1556.7 21 SEP 0450 59 5. .0 1554.0 * 21 SEP 1310 159 6. .5 1555.5 * 21 SEP 2130 259 8. 1.0 1556.7 21 SEP 0455 60 5. .0 1554.0 * 21 SEP 1315 160 6. .5 1555.5 * 21 SEP 2135 260 8. 1.0 1556.6 21 SEP 0500 61 5. .0 1554.0 * 21 SEP 1320 161 6. .5 1555.6 * 21 SEP 2140 261 8. .9 1556.6 21 SEP 0505 62 5. .0 1554.1 * 21 SEP 1325 162 6. .5 1555.6 * 21 SEP 2145 262 8. .9 1556.6 21 SEP 0510 63 5. .0 1554.1 * 21 SEP 1330 163 6. .5 1555.6 * 21 SEP 2150 263 8. .9 1556.5 i 21 SEP 0515 64 5. .0 1554.1 * 21 SEP 1335 164 6. .5 1555.7 * 21 SEP 2155 264 7. .9 1556.5 21 SEP 0520 65 5. .0 1554.1 * 21 SEP 1340 165 6. .5 1555.7 * 21 SEP 2200 265 7. .9 1556.5 21 SEP 0525 66 5. .0 1554.1 * 21 SEP 1345 166 6. .5 1555.8 * 21 SEP 2205 266 7. .8 1556.4 21 SEP 0530 67 5. .0 1554.1 * 21 SEP 1350 167 6. .6 1555.8 * 21 SEP 2210 267 7. .8 1556.4 E 21 SEP 0535 68 5. .0 1554.1 * 21 SEP 1355 168 6. .6 1555.9 * 21 SEP 2215 268 7. .8 1556.3 21 SEP 0540 69 5. .0 1554.1 * 21 SEP 1400 169 6. .6 1555.9 * 21 SEP 2220 269 7. .8 1556.3 21 SEP 0545 70 5. .0 1554.1 * 21 SEP 1405 170 6. .6 1556.0 * 21 SEP 2225 270 7. .8 1556.3 21 SEP 0550 71 5. .0 1554.1 * 21 SEP 1410 171 6. .6 1556.0 * 21 SEP 2230 271 7. .7 1556.2 21 SEP 0555 72 5. .1 1554.1 * 21 SEP 1415 172 7. .6 1556.0 * 21 SEP 2235 272 7. .7 1556.2 21 SEP 0600 73 5. .1 1554.2 * 21 SEP 1420 173 7. .7 1556.1 * 21 SEP 2240 273 7. .7 1556.2 21 SEP 0605 74 5. .1 1554.2 * 21 SEP 1425 174 7. .7 1556.1 * 21 SEP 2245 274 7. .7 1556.1 I w o 21 SEP 0610 75 5. .1 1554.2 * 21 SEP 1430 175 7. .7 1556.1 * 21 SEP 2250 275 7. .7 1556.1 21 SEP 0615 76 5. .1 1554.2 * 21 SEP 1435 176 7. .7 1556.2 * 21 SEP 2255 276 7. .6 1556.1 21 SEP 0620 77 5. .1 1554.2 * 21 SEP 1440 177 7. .7 1556.2 * 21 SEP 2300 277 6. .6 1556.0 21 SEP 0625 78 5. .1 1554.2 * 21 SEP 1445 178 7. .7 1556.2 * 21 SEP 2305 278 6. .6 1556.0 21 SEP 0630 79 5. .1 1554.2 * 21 SEP 1450 179 7, .8 1556.3 * 21 SEP 2310 279 6. .6 1555.9 1: 21 SEP 0635 80 5. .1 1554.2 * 21 SEP 1455 180 7. .8 1556.3 * 21 SEP 2315 280 6. .6 1555.9 21 SEP 0640 81 5. .1 1554.2 * 21 SEP 1500 181 7. .8 1556.4 * 21 SEP 2320 281 6. .6 1555.8 21 SEP 0645 82 5. .1 1554.2 * 21 SEP 1505 182 7. .8 1556.4 * 21 SEP 2325 282 6. .5 1555.8 21 SEP 0650 83 5. .1 1554.2 * 21 SEP 1510 183 7. .9 1556.5 * 21 SEP 2330 283 6. .5 1555.7 21 SEP 0655 84 5. .1 1554.2 * 21 SEP 1515 184 7. .9 1556.5 * 21 SEP 2335 284 6. .5 1555.7 21 SEP 0700 85 5. .1 1554.2 * 21 SEP 1520 185 8. .9 1556.6 * 21 SEP 2340 285 6. .5 1555.6 21 SEP 0705 86 5. .1 1554.3 * 21 SEP 1525 186 8. .9 1556.6 * 21 SEP 2345 286 6. .5 1555.6 21 SEP 0710 87 5. .1 1554.3 * 21 SEP 1530 187 8. 1.0 1556.7 * 21 SEP 2350 287 6. .5 1555.5 21 SEP 0715 88 5. .1 1554.3 * 21 SEP 1535 188 8. 1.0 1556.7 * 21 SEP 2355 288 6. .5 1555.5 r 21 SEP 0720 89 5. .1 1554.3 * 21 SEP 1540 189 8. 1.0 1556.8 * 22 SEP 0000 289 6. .4 1555.5 21 SEP 0725 90 5. .1 1554.3 * 21 SEP 1545 190 8. 1.1 1556.8 * 22 SEP 0005 290 6. .4 1555.4 21 SEP 0730 91 5. .1 1554.3 * 21 SEP 1550 191 8. 1.1 1556.9 * 22 SEP 0010 291 6. .4 1555.4 21 SEP 0735 92 5. .1 1554.3 * 21 SEP 1555 192 8. 1.1 1556.9 * 22 SEP 0015 292 6. .4 1555.3 21 SEP 0740 93 5. .1 1554.3 * 21 SEP 1600 193 9. 1.2 1557.0 * 22 SEP 0020 293 6. .4 1555.3 21 SEP 0745 94 5. .1 1554.3 * 21 SEP 1605 194 9. 1.3 1557.2 * 22 SEP 0025 294 6. .4 1555.3 21 SEP 0750 95 5. .1 1554.3 * 21 SEP 1610 195 10. 1.5 1557.7 * 22 SEP 0030 295 6. .4 1555.2 21 SEP 0755 96 5. .1 1554.3 * 21 SEP 1615 196 11. 1.9 1558.3 * 22 SEP 0035 296 6. .4 1555.2 21 SEP 0800 97 5. .1 1554.3 * 21 SEP 1620 197 12. 2.3 1558.7 * 22 SEP 0040 297 6. .4 1555.1 21 SEP 0805 98 5. .1 1554.3 * 21 SEP 1625 198 13. 2.5 1559.0 * 22 SEP 0045 298 6. .3 1555.1 21 SEP 0810 99 5. .1 1554.3 * 21 SEP 1630 199 13. 2.7 1559.2 * 22 SEP 0050 299 6. .3 1555.1 21 SEP 0815 100 5. .1 1554.3 * 21 SEP 1635 200 14. 2.7 1559.2 * 22 SEP 0055 300 5. .3 1555.0 * * **************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** P iii PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24-HR 72-HR 24.92 -HR 14. 16.58 (CFS) 11. 7. 7. 7. Po (INCHES) 2.074 5.143 5.258 5.258 hm (AC -FT) 5. 13. 13. 13. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6-HR 24-HR 72-HR 24.92-HR 3. 16.58 2. 1. 1. 1. kw PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR r^ 1559.25 16.58 1557.98 1555.65 1555.59 1555.59 6w CUMULATIVE AREA = .05 SG MI O i ill r 1..r r- im wm 10 mi 1 AIA 6 pm 6 01/27/98 TUE 13:46 FAX fj001 * * * * * * * * * * * * * * * * * * * ** MO * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** low as TRANSMISSION OK pm TX /RX NO 4926 iim CONNECTION TEL 93882002 SUBADDRESS ew CONNECTION ID SANBAG lir ST. TIME 01/27 13:42 USAGE T 03'15 em PGS. 9 6 RESULT OK ii % r - CITY OF F 1; FAX COMMUNICATIONS • FROM FAX NUMBER: T a PR (909) 350 -6618 A iii N r A 6 PLEASE DELMER THE FOLLOWING PAGES T0: r- NAME: 3 ivON kilt C /rTS it LocAnoN / PHONE: s4,' X34 / 90 9 889 6 6 it 5 xr /32 FAX NUMBER: (9 3 g p — 200 6 pT cr 5 /ERR, } GieIG6S FROM: F E L P E / k - 1 O / / Q 5 ay - s, %"h H Y62o LOCATION / PHONE: C 6 - /fo77u >7Q_ / (9 o9) 3 So - 6 64 / TorAi NUMBER OF PAGES: 9 DArE : / 7- '1 : (INCLUDING covae slaw) IF YOU Do Nar RECEIVE ALL PAGES, PLEASE ca►u (909) 3 5 0 64-/ S !- F�tt�v6iV (�° Yi T_ /6 E2 5 LF 7�; Y /2c'�q & To qc. 72.04 rs i - i ?'A/zA coiynt TS • S' LiLA- t i &- s T T�7 aHc - 1 ( c �i F PI FA-Ors 50H Er H0N 4ao) MESSAGE: r'.�- //`/'%1 f" ii CITY OF F C A L I F O R N I A Iis _ O FAX COMMUNICATIONS N FROM FAX NUMBER: I I T (909) 350 -6618 A N PLEASE DELIVER THE FOLLOWING PAGES TO: A NAME: S:#4 v IV k." ' L.4 / T"3 LOCATION / PHONE: M / 909 889 ' 61 / cxr /32 1114 FAX NUMEER: (9o9)- 38 2o0 iii P.TGI : 5 ciaie 'S FROM: F EL1PE NI 0 iN O 5 �- Si' hi YD/20 LOCATION /PHONE: L Cv • /F1 /(909) - 6 64/ TOTAL NUMBER OF PAGES: 9 DATE: /— Z 7' 8 Tn�: / - (INCLUDING covER SHEET) 11" IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL (909) 3 5 O 66 4 I tie SHA- Aitn9N ; (F'yr') T.Tom/7i/`7Erg /s 1-E /26 NS %)ti ' DIULics cr T S' h� L / E W y S Y A T� (c °��Ic , r" i 4-0'1 5 0"f 6 r M CA 1YS 42o) M ESSAGE: F // r" lin 0, . • O4 'THE c) cc: 1 1 01111\ ' 5.: ''•1 :I i .�, . �1 CITY of FONTANA ENGINEERING DIVISION ' ?4.,/,%/w-44,4 f' � 4 8353.SUERRA AVENUE, ForrrANA, CA 92335 � O � At, PHONE NUMBER: (909) 350 -7610 II 1 W JOHN MUMMER &ASSOCIATMLTD 1 August 28, 1997 1 Mr. Martin G. Tatera State of California, Department of Transportation 1 District 08, Office of Hydraulics 247 West Third Street San Bernardino, CA 92402 Dear Mr. Tatera: The purpose of this letter is to address comments initiated by your office concerning the Lewis Homes of California reports entitled, "Sierra Lakes Integrated Flood Control, Water Conservation, and Storm Water Quality Management Concept Report," dated August 1993 (1993 Report), and "SummAry Report," of the same name, dated August 1995 (1995 Summary Report). These comments were originally made to Mr. Norman Suydam through the enclosed 1 Caltrans memorandum dated March 3, 1997, and were forwarded to our office by Mr. Felipe Molinos, City of Fontana, Engineering Division. 1 Shown below in italics are three comments made by your office and our response. In cases where additional information was requested, this information is included herein as attachments. Comment 1. After reviewing the above referenced Tettemer reports, we question the validity of the outflow rates used to analyze the flood routing of the infiltration basins. Using the recommended design infiltration rates described in the 1993 report and the sand filter areas as proposed in the 1995 report, computed outflow (by infiltration) rates are substantially less than the outflow (by infiltration) rates proposed in the flood routing calculations in the 1995 report. This could result In the basins filling up and spilling over even when the infiltration basins are performing as expected 1 Response 1 Outflow rates in the 1995 Summary Report are based on the area of the gravel layer as stated on Page 12. The actual outflow rates for individual basins can be calculated by multiplying the area of the gravel layer of the basin by two-thirds of the infiltration rates shown on Figure 23, The Recommended Design Infiltration Rate Curve for Location I, of the 1993 Report. 1 1 ENGINEERING MANAGEMENT PLANNING " 43 ASIO2LTR 3151 Airway Avenue, Suite Q -1 Costa Mesa, California 92626 714 434 -9080 FAX 714 434 -6120 1 Mr. Martin G. Tatera August 28, 1997 Page 2 Comment 2. Our copy of the 1995 Tettemer study lacked the following information: Loss rate calculations for areas 6 & 10 Hydrology and flood routing calculations for area 10 San filter area for area 10 1 Response Loss rate calculations for Areas 6 and 10 are attached hereto as Attachments 1 & 1A, and 2 & 2A, respectively. Flood routing for Area 10 basin is included in the 1995 Summary Report as a part of the Area 6 AES flood routing model. Basin grading, however, was not shown on Figure 3, On -Site Hydrology and Facilities Map. Grading for the Area 10 basin is attached herein as Attachment 3. Outflow from the Area 10 basin is based on inlet control discharges through a 12 -inch RCP outletting into the Area 6 basin. 1 Comment 3. Upon reviewing Exhibit P of the development agreement, it was discovered that the proposed maintenance plan provides only for gradation testing of the sand filters, with no actual monitoring or testing of the infiltration capacity of the basins. It is therefore possible that either of the two underlying filter fabric layers of the gravel layer could plug or fail structurally (in a manner conducive to plugging) without any warning. Response The Flood Control, Water Conservation, Storm Water Quality Plan (Plan) proposed for the Sierra Lakes Project (Project) is an integrated management concept. The integration of the Plan elements is important because it relates directly to the performance of the sand filters. Stormwater runoff and, specifically, the first-flush runoff volume from the tributary Project t areas, is delivered by stormdrain facilities to water quality wetlands. The first -flush runoff volume, equivalent to 0.5 -inch of runoff from the impervious areas of the tributary watersheds, is entirely captured and stored in the wetlands. Studies performed by the Environmental 1 Protection Agency have documented that 0.5 -inch of runoff from the impervious areas remove up to 90 percent of pollutants, including sediments, greases and oils, brake dust, and other pollutants. Essentially, the wetlands act as frontline filters and interceptors, preventing the vast majority of pollutants, which could adversely affect sand filter performance from ever reaching them. 1 1 079-13 ASIO2[.TR 1 Mr. Martin G. Tatera August 28, 1997 Page 3 The proposed sand filter concept was subjected to a battery of full -scale field tests. These tests were the basis for determining the design infiltration rates. One series of tests included subjecting the filter surface to a two -inch (2 ") layer of very fme-grained (clay) material. Because of the presence of the wetland facilities, and considering that the golf course fairways will be managed turf areas, applying a layer of very fine- grained materials is a very unusual circumstance and, consequently, severe test of the filter performance. With the clay layer on the surface of the sand filter, hydraulic head was applied and infiltration took place. Following the test, core samples were taken of different depths in the filter, and grain size testing was performed. The tests showed that particle sizes passing the 200 sieve did not progress below the 10 -inch depth from the surface. Consequently, the geofabric material protecting the gravel layer was not affected. 1 We believe the sand filter testing procedure outlined in 1993 Report is adequate to ensure the safe performance of the infiltration system. We further believe that the possibility for structural failure of the geofabric would be a very unusual event and is not probable. The routine sand 1 filter gradation tests will determine whether fme-grained materials have reached the underlying fabric. If this condition should occur, the fabric would be completely removed and replaced. If you have any questions, please call me or Dan Villines, Project Engineer, at (714) 434 -9080. Sincerely, / 1 Alan A. Swanson, P. E. Senior Vice President 1 AAS /cf Attachments (3) cc: Ms. Mimi Rayl, Lewis Homes Mr. Felipe Molinos, City of Fontana 1 1 1 079.13 ASIO2L R ATTACHMENT 1 P 1n► NON - HOMOGENEOUS WATERSHED AREA - AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1983 -92 Advanced Engineering Software (aes) vs Ver. 1.9A Release Date: 6/26/92 License ID 1242 Analysis prepared by: 4 1 John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q -1 Costa Mesa, California 92626 714 434 -9080 FAX 714 434 -6120 TIME /DATE OF STUDY: 20:43 3/19/1997 I; * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * SUBAREA 6 * 24 -HR STORM f"" * * iN ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** NON- HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) Pm AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 9.90 (inches) Pm SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 3.10 90.00 52.( 32.) .742 .439 2 25.00 50.00 52.( 32.) .742 .677 TOTAL AREA (Acres) = 28.10 P „ AREA-AVERAGED LOSS RATE, Fm (in. /hr.) = .404 AREA-AVERAGED LOW LOSS FRACTION, Y = .349 P 1 10 it I. Olt 079-13 ASIO2LTR ATTACHMENT 1 A NON- HOMOGENEOUS WATERSHED AREA - AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1983 -92 Advanced Engineering Software (aes) Ver. 1.9A Release Date: 6/26/92 License ID 1242 Analysis prepared by: John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite 0 -1 60 3151 Mesa, California 92626 714 434 -9080 FAX 714 434 -6120 TIME /DATE OF STUDY: 20:44 3/19/1997 "► * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** Oa * SUBAREA 6 * 48 -HR STORM pft * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1, r * ** NON- HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: Po TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE 1 TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD ht 1 3.10 90.00 52.( 32.) .742 .161 2 25.00 50.00 52.( 32.) .742 .505 en TOTAL AREA (Acres) = 28.10 AREA - AVERAGED LOSS RATE, Fm (in. /hr.) = .404 r. AREA - AVERAGED LOW LOSS FRACTION, Y = .533 Pm SIR 10 PP eg 079 -13 AS102LTR 1 ATTACHMENT 2 NON WATERSHED AREA-AVERAGED LOSS RATE (Fm) P' AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1983 - 92 Advanced Engineering Software (aes) X11 Ver. 1.9A Release Date: 6/26/92 License ID 1242 it Analysis prepared by: John M. Tettemer & Associates, Ltd. go 3151 Airway Avenue, Suite 0 -1 Costa Mesa, California 92626 714 434 -9080 FAX 714 434 -6120 om TIME /DATE OF STUDY: 20:38 3/19/1997 * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * ** * * * * * * * * * ** * SUBAREA 10 * * 24 -HR STORM * * P ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MR it * ** NON - HOMOGENEOUS WATERSHED AREA - AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 9.90 (inches) SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD t 1 16.47 90.00 52.( 32.) .742 .439 2 73.33 50.00 52.( 32.) .742 .677 r 3 16.20 20.00 52.( 32.) .742 .856 to TOTAL AREA (Acres) = 106.00 .- AREA - AVERAGED LOSS RATE, Fm (in. /hr.) = .383 to AREA - AVERAGED LOW LOSS FRACTION, Y = .332 om im Pm r pr - 079-13 AS102LTA ATTACHMENT 2A • 1r NON-HOMOGENEOUS WATERSHED AREA - AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (c) Copyright 1983 -92 Advanced Engineering Software (aes) PR Ver. 1.9A Release Date: 6/26/92 License ID 1242 Analysis prepared by: 1; John M. Tettemer & Associates, Ltd. 3151 Airway Avenue, Suite Q -1 Costa Mesa, California 92626 714 434 -9080 FAX 714 434 -6120 TIME /DATE OF STUDY: 20:41 3/19/1997 * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * SUBAREA 10 * 48-HR STORM * * P' ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** NON - HOMOGENEOUS WATERSHED AREA - AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 3.56 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE '�""` TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 16.47 90.00 52.( 32.) .742 .161 2 73.33 50.00 52.( 32.) .742 .505 3 16.20 20.00 52.( 32.) .742 .763 TOTAL AREA (Acres) = 106.00 r- AREA - AVERAGED LOSS RATE, Fm (in. /hr.) = .383 AREA- AVERAGED LOW LOSS FRACTION, Y = .509 r m 079 -13 AS102LTR - 7 — ATT CHMENI 3 ---. •%. ----------- • ---------- 4 • it:. s — •-■'''''' 1 N • 60 1 - ..,, . . . . . . •• . • . . \ \ . • • , • - •_ lk, \ , . ''■ . ---) . . s , \ — 1 . , . \ I . / . ' ) I 49 ,, , / : .• . .. . . , („ • .,.-- . • ,. .' \ • ,...- ) '......-'). . .. . .. .\\ . . • › • s.,_„..),0 . , if. ( L c: — PiPe - 7r,) 1 . n . /'. ..' .. 4 .st , 77. 75.- - • 1 I 1 . 1 I . S "------ ' I . , -- /-'...---.'''.--...#-..'.°. .-•-" --- ' --....'"----#-'..-..--..--.6::-..---.6. .57:2 . 4. st I . I 1 . AMA lb 5• 46114 079-13 AS 102LTR WILLDAN ASSOCIATES ENGINEERS & PLANNERS PoR FACSIMILE TRANSMISSION COVER SHEET DATE: February 8, 1999 TO: Felipe Molinas 1 FIRM NAME; City of Fontana FAX NUMBER: (909) 350 -6618 Iwo MAIN PHONE: (909) 350 -6641 FROM: Dave Hunt OFFICE: Willdan Associates - Anaheim fir FAX NUMBER: (714) 563 -3299 MAIN PHONE: 1714) 563 -3200 THIS FAX CONSISTS OF 2 PAGES (INCLUDING COVER SHEET) IF THERE ARE ANY PROBLEMS WITH THIS TRANSMISSION PLEASE CONTACT LAURIE OR CARRIE. COMMENTS: Storm Drain plans have been approved by Willdan once these two small changes have been made. all TRANSMISSION COMPLETED BY: _ TIME: Cc: John Wolter, John Tettemer & Associates Phone (714)434 -9080 Fax (714) 434 -6120 Sri Tod Miller, Willdan San Bemardino Office r 1 Ike 2 /I'd 6626 69S VV. NHQ11IM Wd92:20 EA, AS Qqa r� it W l' DAN ASSOCIATES ENGINEERS $ PLANNERS wit irlr err SECOND STRUCTURAL PLAN REVIEW COMMENTS "^ FOR SIERRA LAKES - ALL OTHER LINES. IN FONTANA, CA Storm Drain System PJ No. 02287 Sierra Lakes, Fontana, CA fl" The structural plans of the Sierra Lakes - all other lines , Fontana, CA is approved with satisfaction of the following revisions. STRUCTURAL CALCULATIONS: None oft STRUCTURAL PLANS: ., 1. Sheet 27, Detail 7: Please provide reinforcement to strengthen the opening in the headwall. (Refer to CALTRANS' Std. Plans D89 and D90) 2. Sheet 28, Detail 1- TRANSITION STRUCTURE - SECTION: Please eliminate the lap splice of the ext. layer reinforcement in the wall.( #7 @12 ", change to that shown in Detail 3) iwr it VERY TRULY YOURS ,., WILLDAN ASSOCIATES P:11301LIMIN12PJ02287A.WPD (7" 3'" . February 8, 1999 ail 888 S. Weat Street Solte 300 Anaheim, CA 92802 (714) 563-3200 Fax (714) 563-3299 Ira 22'd 662E E9S btL Nda11IM 1,1-Ig7 7a cc 02/08/99 MON 15:12 FAX 714 4346120 JMTA M001 7 o- k• kw JOHN M. TETTEMER& A550GATE5, LM Ili Om TRANSMITTAL lig iii To: J /// ‚ 5 Date: YE Pi Project: 5itrrGi 6'144 iii Project No. // ° v 7- 1 `o h O 1 ❑ U.S. Mail ❑ Courier ❑ Federal Express IJ FA? (number of sheets- including transmittal sheet) ____/..___ ill Comments: f-.- /,, -2 2 ' ) 0or J/5 e0SS)7l .� 4- 11 c WU 60 /a 0 0vri;i - 1/0 rrwl D ra iti p� 5 3/.? s ) r W /(.I !1 (A-4.. Q / y--L- (); 1437 S/ 46 iiir-z--- , illy I. Ph an AIWA- all I sL-c -J-s s lc r'- -c iii 2 e 5� > 1� ( s 7 $ ,{ 9) tu.�r_ / Iv gel �� -4 1" f" r r/" le) Vf, Y S ill ________V Vii � k1 A/AV Fla r'I S -t)-x r I t . 1 I l r - - l r l D ' t _ _ _ Q — I , , o s : . — i r rt v i m v S I S I e r‘.Q. c+ ►1n 1 Li44 ill k Ps I 6 Signed: --le h\ L' J) Ili Title: el O Ns cc: ii • iii ENGINEERING MANAGEMENT PLANNING 3151 Airway Avenue, Suite Q -1 Costa Mesa, California 92626 714 434 -9080 FM 714 434 -6120 the y w r. 1r a , .. .. • a a a Fa u oa ij g !� - p } O iii a 1 z � 3 �� ii Da A U W 0. r ,� Y v,N o 3 g w • E 1 N p y FA SI st i ■.. a o agog. Q a a �'°' ° ' 1 b a T' ~ (L.: M p Y b e a�a aLL 3 ca 1 • $ A at Z -4a NY7 • 'D Oft ili Z ti. Ole Z m N Q 0) R W 1— w O W W U < Z _ 1-- O x W Q w m t•i 1— w 0 w a E. Eli a z w A W g r 9 F v. mm �� > - co C N. co a 0 Q w t 0 A (1) 05 c p 0 ° C Z re 0 v ; w u) 3 0 z w . - III Z CO ? m J U' N o w 0 m o - Z Z .°- M W ao e . _ $ z z c l E w d m 3 w O b N N C9 N m o6 ci ii id W it Pi Ili N 441 a Z w w m sn g W 10 H m CO m H m z U 111 - Z O A 0 -" S O3 (•. (n — o LL a� � �a ai t$ It Z • — M O m Z' F Is . ∎ - S 0 0 Z v ma Q O F - I U. = I- a 0 t i- 0 N CITY OF F FAX COMMUNICATIONS CALIFORNIA 0 FAX NUMBER: (909) 350 -6618 N PLEASE DELIVER THE FOLLOWING PAGES TO : A NAME: Shannon Willitts LOCATION : SANBAG N FAX: (909) 388 -2002 PHONE: (909) 889 -8611 A FROM: Frank Smith LOCATION / (909) 350 -6648 PHONE: TOTAL NUMBER OF PAGES : 4 DATE : 1/5/99 TIME : 8:27 AM ( INCLUDING COVER SHEET ) MESSAGE: LEWIS HOMES HYDROLOGY REPORT Please find attached letter dated December 23, 1998 from Dan Villines of J.M. Tettemer & Associates which addresses the comments of Martin Tatera regarding the Lewis Homes Hydrology Report. Mr. Villines is in direct communication with Mr. Tatera and should address all of his concerns directly or as indicated in his letter. If you have any r" questions you may call me at the number above or Felipe Molinos at (909) 350 -6641. Frank Smith CITY OF FONTANA ENGINEERING DIVISION CC: 8353 SIERRA AVENUE, FONTANA , CA 92335 PHONE NUMBER : (909) 350 -7610 Robert Weddle, City Engineer Felipe Molinos, Principal Engineer 12/23/98 WED 09:33 FAX 714 4346120 JMTA l¢j001 TO Frt fl pm 0 MTETTEMER & A550MTE41311 A Division of The Keith Companies December 23, 1998 Post -it• Fax Note 7671 Date tz3 Ipages Mr. Martin 0. Tatera State of California, Department of Transportation cOJ r e i tPe. � �►✓►0 5 Co. flan Ili u II District 08, Office of Hydraulics Phone - ? (')odJ Phone # 247 West Third Street • San Bernardino, CA 92402 Fax t '3 so --(clo Fax Dear Mr. Tatera: arm • The purpose of this letter is to address comments concerning the Lewis Homes of California report entitled, "Sierra Lakes Integrated Flood Control, Water Conservation, and Storm Water Quality Management System, Summary Report, Addendum #1" dated August 1998 (Report). These comments were initiated by Paul Lambert and forwarded to your office on October 21, 1998. Mr. Felipe Molinos of the City of Fontana, Engineering Division was presented with the mu aforementioned comment. on November 18, 1998. Shown below in Italics an the comments pertaining to the Report and our responses. Malk Comment 1. 1 cannot find a stamp or si`atement that would imply that the report has been prepared by or tr under the direction of a registered civil engineer anywhere within the report Response e In connection with fulfilling the commitment indicated in the response to Comment 2 below, John M. Tettemer and Associates (JMTA) will provide a copy of the Report that has been it stamped by a civil engineer, registered with the state of California. Comment 2. The Rational Method calculations that were done to determine lag times assumed AMC 11. AMC III should have been used. By using AMC U, the calculated lag times might be longer than they should, and hence the cakulated unit hydrographic flow rates might be less than they should Response The affect on the overall flood routing calculations brought about by using AMC III in the rational method calculations is expected to be minimal. While minor changes in the lag time calculations will bring about similarly minor changes in computed peak discharges, the Si computed volume of the hydrographs that is routed through each of the basins will not change. Pa lir ENGINEERING MANAGEMENT PLANNING s•• 3151 Airway Avenue, Suite Q -1 Co .ita Mesa, California 92626 714 434 -9080 • FAX 714 434 -6120 • Email jmta@pacbell.net kW 12/23/98 WED 09:34 FAX 714 4346120 JMTA Ig 002 Mr. Martin G. Tatera December 23, 1998 tii Page 2 However, JMTA will submit a revised Report that incorporates AMC III into the rational method lag time calculations. The revised Report will be submitted to the City of Fontana and Caltrans AP" by the week of January 18, 1999. Comment 3. r in reducing the size of some of the sand filters, their required flow rate was made to exceed the "desired" (as discussed in earlier reports) rate of 2.0 GPM/ft Since no new testing was done to analyze the effects of improved sub grade infiltration with the gravel layer, filter fabric, and sand filter in place, this seems like a.rather liberal assumption: s Response During development of infiltration facility concept as stated in the report entitled "The Sierra Lakes Project Integrated Flood Control, Waste Conservation and Storm Water Quality Management Concept Report," dated August 1993 (1993 Report), it was stated that the sand filter should have capacity to produce an infiltration rate of 2 gallons per minute per square foot. The actual flow tests on the No. 12 silica sand prepared by RMA Group Laboratory facilities demonstrated a higher flow rate. The tabulated data indicates that the No. 12 silica sand has a permeability of approximately 0.36 feet per minute and exhibits a flow rate of 2.7 gallons per minute per square foot resulting from 0.5 foot of head loss. Recommended design parameters in the 1993 Report stated that the sand filter area should not be less than 11 percent of the required infiltration area. The current design meets that requirement. The 1993 Report provided for infiltration testing of the gravel, filter fabric, and subgrade • material at one basin location and anticipated variations in subgrade infiltration rates at the other basin locations. The 1993 Report stated that only the infiltration rate of the subgrade soils would be determined at the other basin locations. Since the effect of the gravel, the filter fabric, and the filter sand is known, them is no need to repeat the tests of those elements. 1 • • kill 079.41 DV107L1R V i r WILLDAN ASSOCIATES ENGINEERS & PLANNERS FACSIMILE TRANSMISSION COVER SHEET DATE: February 8, 1999 TO: Felipe Molinas FIRM NAME. City of Fontana FAX NUMBER: (909) 350 -6618 MAIN PHONE: (909) 350 -6641 FROM: Dave Hunt OFFICE: Willdan Associates - Anaheim FAX NUMBER: (714) 563 -3299 MAIN PHONE: 1714) 563 -3200 THIS FAX CONSISTS OF 2 PAGES (INCLUDING COVER SHEET) IF THERE ARE ANY PROBLEMS WITH THIS TRANSMISSION PLEASE CONTACT LAURIE OR CARRIE. COMMENTS: Storm Drain plans have been approved by Willdan once these two small changes have been made. TRANSMISSION COMPLETED BY: TIME: Cc: John Wolter, John Tettemer & Associates Phone (714)434 -9080 Fax (714) 434 -6120 Tod Miller, Willdan San Bernardino Office 2 /-rd 662E E9S VIZ Nda11IM Wd92:20 66, 80 S33 47 1s DAN ASSOCIMES ENGINEERS & PLANNERS SECOND STRUCTURAL PLAN REVIEW COMMENTS FOR SIERRA LAKES - ALL OTHER LINES, IN FONTANA, CA Storm Drain System PJ No. 02287 Sierra Lakes, Fontana, CA The structural plans of the Sierra Lakes - all other lines , Fontana, CA is approved with satisfaction of the following revisions. STRUCTURAL CALCULATIONS: None STRUCTURAL PLANS: 1. Sheet 27, Detail 7: Please provide reinforcement to strengthen the opening in the headwall, (Refer to CALTRANS' Std. Plans DS9 and D90) 2, Sheet 28, Detail 1 - TRANSITION STRUCTURE - SECTION: Please eliminate the lap splice of the ext. layer reinforcement in the wall.( #7 @12 ", change to that shown in Detail 3) VERY TRULY YOURS WILLDAN ASSOCIATES /--,,,,,a , /PP PZ- . P :\1130 \LIMIM2pJ02287A.WPD (7/J 'i . February 8, 1999 888 S. West Street Suite 300 Anaheim, CA 92802 (714) 563 -3200 Fair: (714) 563-9299 2/2'd 662E E9S tits. wa 14d92:20 66, fR Pia 02/08/99 MON 15:12 FAX 714 4346120 JMTA 1001 JOHN M T - 1'7MM & ASSOCIATES, LTD. TRAN5MITTAL To: / /V AG/ ° 5 Date: x/63/55 Project: S itrr k Project No. if °° ` ` ` ° LI U.5. Mail ❑l Courier ❑ Federal Express l?f FAK (number of sheets- including transmittal sheet) / Comments: /3 0 U r' C✓ I `� C' J LA / I ? Y7 �' �� ,1-6 r im bra P . //7 5 3/ 4. Gv�� o r . w LLG ! (pit.C. st / 1},- 15- 5/ 4a hr --e-- l e P/ adA AAV all l - Lte s (5'01 ( I s 4 7 $ ► (9) w ' rr-e 1 � J e-) d 43. n 5 Ia / r �— pr/6-7 vl f Areid NI) 00 _ow is pi I CI ►rte s- It trs 4 P rt v 1 m V 5 I` � e r+- IMJJ No (I � ►v►'1 TA Signed: —Jo hv\ VA) Ili Title: I cc: ENGINEERING MANAGEMENT PLANNING 3151 Airway Avenue, Suite Q -1 Costa Mesa, California 92626 714 434 -9080 FAX 714 434 -6120 0. 1,';' y E re • u � o ^ e 0 V J ." r V :I � Q r . _ C W U hi [ � O s I `J p 4.11.4 a $a I p® H a $ az g .. ill i i . Y % r a Pt 1 t i I 1. i 0 N a m � Z N a c `4 Q M = y W m w U y W Q u_ w F- W D 7 ° C� j A = ~ o R v 0 n U O te Q m Q fn Z O 0 -5 m Z O y t Z Q d cn JZ — .• vZ 2 o � J Z 0) c O ° c° g as Z °: . w eo g V! c j - La m c a b b N N (W7 11 to 2 m y a W o _a ° a o J 1� L m = m N e 6 z,, s 0 � � z 0 S p y LL W = ., 2 . O 0 co Z o o c di Z y m Z Q ' �- Q O ,, 2 O m OG o 0 I- IL - H U . H U f 1 CITY OF F FAX COMMUNICATIONS CALIFORNIA O t FAX NUMBER: (909) 350 -6618 N T I PLEASE DELIVER THE FOLLOWING PAGES TO : I A NAME: Shannon Willitts LOCATION : SANBAG N 1 FAX: (909) 388 -2002 PHONE: (909) 889 -8611 A I FROM: Frank Smith LOCATION / PHONE: (909) 350 -6648 TOTAL NUMBER OF PAGES : 4 DATE : 1/5/99 TIME : 8 :27 AM ( INCLUDING COVER SHEET ) MESSAGE: LEWIS HOMES HYDROLOGY REPORT 1 Please find attached letter dated December 23, 1998 from Dan Villines of J.M. Tettemer & Associates which addresses the comments of Martin Tatera regarding the Lewis 1 Homes Hydrology Report. Mr. Villines is in direct communication with Mr. Tatera and should address all of his concerns directly or as indicated in his letter. If you have any 1 questions you may call me at the number above or Felipe Molinos at (909) 350 -6641. 1 Frank Smith r 1 1 CITY OF FONTANA ENGINEERING DIVISION CC: j 8353 SIERRA AVENUE, FONTANA , CA 92335 PHONE NUMBER : (909) 350 -7610 Robert Weddle, City Engineer ' 1 Felipe Molinos Principal Engineer p � P g 7 -�v THE c� . \ ,,GOKpORATR) ! /47 4 Li'_ Off{ - [I I ISy �,���l I E / Y 1 CA i 1 w 12/23/98 WED 09:33 FAX 714 4346120 JMTA 41001 �' 1 ' Aort.- , J011 MTETTEMA & A550MTE5<W, A Division of The Keith Companies 1 December 23, 1998 • • Post -It• Fax Note 7671 Date IZ _ Z3 ��9 3 Mr. Martin O. Tatera T o it _ �� Ft m f an U� II l�t�s State of California, Department of Transportation. �� I � dl co. 1 District 08, Office of Hydraulics Phone # Phone # 247 West Third Street , San Bernardino, CA 92402 Fax .3 -(do!`d Dear Mr. Totem: The purpose of this letter is to address comments concerning the Lewis Homes of California report entitled, "Sierra i Integrated Water Conservation, and Storm Water Sierra Lal es grated Flood Control, Quality Management Systsm, Summary Report, Addendum #1" dated August 1998 (Report). I These comments were initiated by Paul Lambert and forwarded to your office on October 21, 1998. Mr. Felipe Molinos of the City of Fontana, Engineering Division was presented with the aforementioned comment.: on November 18, 1998. . ' Italics arc th comments S hown below in pertaining to the Report and our responses. 1 Comment I. 1 cannot find a stamp or sl`atement that would imply that the report has been prepared by or 1 under the direction of a registered civil engineer anywhere within the report Response In connection with fulfilling the commitment indicated in the response to Comment 2 below, John M. Tettemer and Ashociates (JMTA) will provide a copy of the Report that has been 1 stamped by a civil engineer, registered with the state of California. Comment 2. I The Rational Method calculations that were done to determine lag times assumed AMC IL AMC III should have been used. By using AMC II, the calculated lag times might be longer than they 1 should and hence the cak?ulated unit hydrographic flow rates might be less than they should Response II The affect on the overall Hood routing calculations brought about by using AMC III in the rational method calculations is expected to be minimal. While minor changes in the lag time 1 calculations will bring about similarly minor changes in computed peak discharges, the computed volume of the hydrographs that is routed through each of the basins will not change. 1 EMOIMEERING MANAGEMENT ['LAMMING 3151 Airway Avenue, Suite Q -1 Cotta Mesa, CaIlfomia 92626 714 434 -9080 • FAX 714 434 -6120 • Email jmtaopacbeN.net III mmuarimmimm 12/23/98 WED 09:34 FAX 714 4346120 JMTA 141002 s` 1 Mr. Martin G. Tatera December 23, 1998 Page 2 However, JMTA will submit a revised Report that incorporates AMC III into the rational method lag time calculations. The revised Report will be submitted to the City of Fontana and Caltrans 111 by the week of January 18, 1999. Comment 3. i In reducing the size of some of the sand filters, their required flow rate was made to exceed the "desired" (as discussed in earlier reports) rate of 2.0 GPM/f 2 . Since no new testing was done to analyze the effects of improved sub grade infiltration with the gravel layer, filter fabric, ,and i sand filter in place, this seems like a rather liberal assumption. 1 Response During development of infiltration facility concept as stated in the report entitled "The Sierra Lakes Project Integrated Flood Control, Waste Conservation and Storm Water Quality Management Concept Report," dated August 1993 (1993 Report), it was stated that the sand filter should have capacity to produce an infiltration rate of 2 gallons per minute per square foot. The actual now tests on the No. 12 silica sand prepared by RMA Group Laboratory facilities 1 demonstrated a higher flow rate. The tabulated data indicates that the No. 12 silica sand has a permeability of approximately 0.36 feet per minute and exhibits a flow rate of 2.7 gallons per 1 minute per square foot resulting from 0.5 foot of head loss. Recommended design parameters in the 1993 Report stated that the sand filter area should not be less than 11 percent of th: required infiltration area The current design meets that requirement. 1 The 1993 Report provided for infiltration testing of the gravel, filter fabric, and subgrade material at one basin location and anticipated variations in subgrade infiltration rates at the other basin locations. The 1993 Report stated that only the infiltration rate of the subgrade soils would be determined at the other basin locations. Since the effect of the gravel, the filter fabric, and the filter sand is known, them is no need to repeat the tests of those elements. I 111 1 1 09.11DWOMA 12/23/98 WED 09:34 FAX 714 4346120 JMTA 141003 Il Mr. Martin G. Tatera December 23, 1998 Page 3 If you have any questions regarding the above responses, please call me at (714) 434 -9080. Sincerely, I 0 apt/ Daniel D. Villines, P. E. Project Manager DDV /cf I cc: Mr. Gerry Bryan, Lewis Homes Mr. Felipe Molinos, City of Fontana Mr. Robert Weddle, City of Fontana I I 1 079-41 DVIMMX . 1 Broadcast Report Date /Time 1- 21 -99; 1:47PM I/ Local ID 1234567 Local Name Company Logo II Document Size Letter —S CITY OF F FAX COMMUNICATIONS CALIFORNIA O II FAX NUMBER: (909) 350-6615 N / Q! Q 40-Z � PLEASE DELIVER THE FOLLOWING PAGES TO: A �� ` /Z " / NAM[ DAN Vi lNes LOCATION: Te7TEPfen y Asscr. ( N 1 FAX: 7/4- 434 - 6i2o PHONE: 7/4.434.9080 ����,,// A // // � 1 f/ FROM I 1 E' MOL iiV05 I PDONlCON / km/ 356-6641 t/ I / ��,� TOTAL NUMBER OP PAGES: a DATE: 1 -21 _� I TWM: R O ,/�` W � 1 s EOM NEt r2 ( 5 :6R2A LAKES TE rtE ..i f: 17.W vazr r�►T 4 ' • / 1 , �f L'� MESSAGE: PAN: Ar YES rE/ZA9r 's ROWE W-567'7 P.4T Ai To. 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V Ar 1) 12 14 g` -V?r HZ. .1 1 tV MA) i , i � oe# atil C,¢�GA s s 11 sciA A -or 0 0 i CITY OF F FAX COMMUNICATIONS CALIFORNIA 0 F AX NUMBER: (909) 350 -6618 N T I PLEASE DELIVER THE FOLLOWING PAGES TO : A NAME: DAN V! LL iNE S LOCATION : TET EI 2 Z . Al SSOC. N FAX: 7/4- 4 3 4_6 12 ,0 PHONE: 7/4 -434 -9080 A I FROM: FELIPE 144 4L "Ivor LOCATION / E E ,i /p/ - 6 641 PHON TOTAL NUMBER OF PAGES : 5 DATE : f , he_ 98 TIME : I ( INCLUDING COVER SHEET) 5 :0 DM' goo- re 30 / SEs /`1E7Yr 7 MESSAGE: P192 Pi-/ ,E GALL, PL EASE /N102 FA CE 17iRe4TGY wig mA/z ri/V 771 7E72A a) c4L jZq,vs s 2W s r2 /cT 8 , n /2ES7L VE T I i2 conmigkirs. to 2n V T 2,4 : f- .e..-e- ,. ��- ;, - 1)/sr2 /I YAQfvLk i�v 0 1 E Feria vG F4� Now: - /x/18/98 RIB so/s6r7 A. c,4ZZ SUPAP/LT AIM #'t14vv7Es e • (90q) 383-4142 - °G7 2 /M98 MONO Fox : (909) 383 - 7997 ikon ma LA "1/3E427 7v AL nmr2A CITY OF FONTANA ENGINEERING DIVISION CC• j'4VE• f/U - W /t L,) 4./y 8353 SIERRA AVENUE, FONTANA , CA 92335 FAX • ( 4 J S - !2 99 PHONE NUMBER : (909) 350 -7610 51140 N /J!'wn S YL34 FAX: `40 9) 3s8 - 20E ,,O# THE y a °A" �'t�, \ �� /z ill — 0 {/, Y{ T i ` A 1 i F �i4 A l C i i II RUNOFF SUMMARY I FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6 -HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE II HYDROGRAPH AT B 91. 16.33 18. 10. 10. .07 ROUTED TO B 11. 16.25 11. 8. 8. .07 1614.09 18.00 II HYDROGRAPH AT OS 1103. 16.33 209. 117. 115. .68 DIVERSION TO OS -D 368. 16.33 70. 39. 38. .68 I HYDROGRAPH AT DIVOS 735. 16.33 139. 78. 77. .68 HYDROGRAPH AT C 90. 16.33 15. 8. 8. .06 II 2 COMBINED AT COMB-C 825. 16.33 154. 86. 85. .74 ROUTED TO C 124. 17.00 117. 82. 80. .74 1600.54 17.00 DIVERSION TO C -A 30. 17.00 28. 20. 20. .74 II HYDROGRAPH AT DIVC -A 95. 17.00 89. 62. 60. .74 HYDROGRAPH AT H 38. 16.25 5. 3. 3. .02 { 1 2 COMBINED AT COMBH 121. 16.25 93. 64. 63. .77 ROUTED TO H 96. 18.17 92. 63. 61. .77 1570.17 18.17 II DIVERSION TO H -1 63. 18.17 60. 38. 37. .77 HYDROGRAPH AT DIVH -I 33. 18.17 32. 25. 24. .77 HYDROGRAPH AT RCTOA 30. 17.00 28. 20. 20. .00 I HYDROGRAPH AT A 232. 16.33 43. 24. 23. .15 2 COMBINED AT BSNA 260. 16.33 68. 44. 43. .15 ROUTED TO A 44. 15.83 44. 35. 34. .15 1586.23 20.92 HYDROGRAPH AT ROS -D 368. 16.33 70. 39. 38. .00 II HYDROGRAPH AT D 143. 16.25 25. 14. 14. .09 2 COMBINED AT COMB -D 479. 16.33 95. 53. 52. .09 ROUTED TO D 83. 16.17 81. 52. 51. .09 1618.21 16.83 HYDROGRAPH AT E 111. 16.25 16. 9. 9. .06 ROUTED TO E 9. 18.42 9. 6. 6. .06 1597.99 18.42 I HYDROGRAPH AT F 449. 16.33 93. 52. 52. .28 ROUTED TO F 35. 12.25 35. 31. 30. .28 1546.75 22.33 I HYDROGRAPH AT RCTOI 63. 18.17 60. 38. 37. .00 HYDROGRAPH AT I 105. 16.25 16. 9. 8. .06 II 2 COMBINED AT COMBI 159. 16.25 72. 47. 45. .06 ROUTED TO I 44. 16.33 44. 33. 32. .06 1554.44 24.92 HYDROGRAPH AT J 75. 16.25 12. 7. 7. .05 i ROUTED TO J 14. 16.58 11. 7. 7. .05 1559.25 16.58 I *** NORMAL END OF HEC -1 * ** :1 HEC-1 OUTPUT FILE WITH INPUT FILE LISTING DRAIN TIME ANALYSIS 1 1 1 1 1 1 1 i 3 7 CITY OF F FAX COMMUNICATIONS CAL IF O R N I A O FAX NUMBER: (909) 350 -6618 1 N T PLEASE DELIVER THE FOLLOWING PAGES TO : A NAME: Shannon Willitts LOCATION : SANBAG N FAX: (909) 388 -2002 PHONE: (909) 889 -8611 A FROM: Frank Smith LOCATION / (909) 350 -6648 PHONE: TOTAL NUMBER OF PAGES : 4 DATE : 1/5/99 TIME : 8 :27 AM ( INCLUDING ('OVER SHEET ) MESSAGE: LEWIS HOMES HYDROLOGY REPORT Please find attached letter dated December 23, 1998 from Dan Villines of J.M. Tettemer & Associates which addresses the comments of Martin Tatera regarding the Lewis Homes Hydrology Report. Mr. Villines is in direct communication with Mr. Tatera and should address all of his concerns directly or as indicated in his letter. If you have any questions you may call me at the number above or Felipe Molinos at (909) 350 -6641. Frank Smith CITY OF FONTANA ENGINEERING DIVISION CC: 8353 SIERRA AVENUE, FONTANA , CA 92335 - PHONE NUMBER : (909) 350 -7610 Robert Weddle, City Engineer Felipe Molinos, Principal Engineer — - -- ' �THE�` - 4 � T, ' ,,. '' ''''' 12/23/98 WED 09:33 FAX 714 4346120 JMTA 4 001 v @f .X Di T c !TTt;MER OATE�D A Division of The fieith &A55O Companies LT December 23, 1998 Post -it' Fax Note 7671 Date IZ _ 23 !A es. Mr. Martin G. Tatera State of California, Department of Transportation To Veit - IY1 c4 141°3 Fro►R" 1(1 U I h nos District 08, Office of Hydraulics "'Too Wad) co. 247 West Third Street Phone Phone # San Bernardino, CA 92402 Fax .3 Fax # Dear Mr. Tatera: The purpose of this letter is to address comments concerning the Lewis Homes of California report entitled, "Sierra Lakes Integrated Flood Control, Water Conservation, and Storm Water Quality Management Systmm, Summary Report, Addendum #1" dated August 1998 (Report). These comments were initiated by Paul Lambert and forwarded to your office on October 21, 1998. Mr. Felipe Molinos of the City of Fontana, Engineering Division was presented with the aforementioned comments on November 18, 1998. Shown below in Italics arc the comments pertaining to the Report and our responses. Comment 1. 1 cannot find a stamp or seatement that would imply that the report has been prepared by or under the direction of a registered civil engineer anywhere within the report Response In connection with fulfilling the commitment indicated in the response to Comment 2 below, John M. Tettemer and Associates (JMTA) will provide a copy of the Report that has been stamped by a civil engineer, registered with the state of California. Comment 2. The Rational Method calculations that were done to determine lag times assumed AMC II. AMC III should have been used, By using AMC II, the calculated lag times might be longer than they should, and hence the cal;ulated unit hydrographicflow rates might be less than they should! Response The affect on the overall i-lood routing calculations brought about by using AMC III in the rational method calculations is expected to be minimal. While minor changes in the lag time calculations will bring about similarly minor changes in computed peak discharges, the computed volume of the hydrographs that is routed through each of the basins will not change. ENGINEERING MANAGEMENT PLANNING 3151 Airway Avenue, Suite Q -1 Cotta Mesa, California 92626 714 434 -9080 • FAX 714 434 -6120 • Email jmta ®pacbell.net 12/23/98 %VED 09:34 FAX 714 4346120 JMTA U002 Mr. Martin G. Tatera December 23, 1998 Page 2 However, JMTA will submit a revised Report that incorporates AMC III into the rational method lag time calculations. The revised Report will be submitted to the City of Fontana and Caltrans by the week of January 18, 1999. Comment 3. In reducing the size of some of the sand filters, their required flow rate was made to exceed the "desired" (as discussed in earlier reports) rate of 2.0 GPM/ft Since no new testing was done to analyze the effects of improved sub -grade infiltration with the gravel layer, filter fabric, and sand filter in place, this seems like a rather liberal assumption. Response During development of infiltration facility concept as stated in the report entitled "The Sierra Lakes Project Integrated Flood Control, Waste Conservation and Storm Water Quality Management Concept Report," dated August 1993 (1993 Report), it was stated that the sand filter should have capacity to produce an infiltration rate of 2 gallons per minute per square foot. The actual flow tests on the No. 12 silica sand prepared by RMA Group Laboratory facilities demonstrated a higher flow rate. The tabulated data indicates that the No. 12 silica sand has a permeability of approximately 0.36 feet per minute and exhibits a flow rate of 2.7 gallons per minute per square foot resulting from 0.5 foot of head loss. Recommended design parameters in the 1993 Report stated that the sand filter area should not be less than 11 percent of the required infiltration area. The current design meets that requirement. The 1993 Report provided for infiltration testing of the gravel, filter fabric, and subgrade material at one basin location and anticipated variations in subgrade infiltration rates at the other basin locations. The 199:3 Report stated that only the infiltration rate of the subgrade soils would be determined at the other basin locations. Since the effect of the gravel, the filter fabric, and the filter sand is known, then; is no need to repeat the tests of those elements. 079-41 DV107LTR 12/23/98 WED 09:34 FAX 714 4346120 JMTA 1003 Mr. Martin G. Tatera December 23, 1998 Page 3 If you have any questions regarding the above responses, please call me at (714) 434 -9080. Sincerely, Daniel D. Villines, P. E. Project Manager DDV /cf cc: Mr. Gerry Bryan, Lewis Homes Mr. Felipe Molinos, City of Fontana Mr. Robert Weddle, City of Fontana 079-41 DV103Llit Broadcast Report Date /Time 1 - 21 - 99; 1:47PM Local ID 1234567 Local Name Company Logo Document Size Letter -S .CITY 01? F I FAR C O M M U N I C A T I O N S C A L L << O !NIA O FAX NUMBIR: (909)350 4615 N Q / FUME DELIVIA THE FOLLOWING PAGES TO : T F/(hG / /22 ! 9 — M NAE DAN YWU/Nes LOCATION: re nriyen y Asssc, N / / FAX, 7/4- 4# - 4/2b .5143"4 1` 7/¢4.34 - 90Ao c�n c���,I/ A Gam.€/ 1 ttA— � I FeL/P I.Wc A»OS J PHONA: ` I J 4 / 3 5O-6641 TOTAL NVMB ROIFACES: a DATE: I / -� -� 1 TAU: /: 2 ) 7(P7 j i 1. 1na.uMacoVp NIsr1 ),2,, d TT S lEQ M Kt RA LAKES TE rrEE 'zap..., f 7//(J` (T // 'Y s • / )7 C' r I AGE; DAN: Ar YES iERA9y 's ROu7E 3D - 36r 7 7?4r. m. 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Doc Remote Station Start Time Duration Pages Mode Comments Results 1 691 917144346120 1- 21 -99; 1:38PM 48" 1/ 1 EC BC CP 14400 2 691 917145633299 1:39PM 57" 1/ 1 EC BC CP 9600 3 691 93882002 1:46PM 49" 1/ 1 EC BC CP 14400 ** Notes ** F": Error Correct RE: Resend PD: Polled by Remote MB: Receive to Mailbox E Broadcast Send MP: Multi -Poll PG: Polling a Remote PI: Power Interruption ( Completed RM: Receive to Memory DR: Document Removed TM: Terminated by user LS: Local Scan LP: Local Print FO: Forced Output WT: Waiting Transfer 3 , •oadcast Report Date,'Time 11- 15 -98: 5:49PM Local ID 1234567 Local flame Company Logo Document Size Letter-3 CITY OF F FAX COMMUNIC ' • • N 1 A O F . . .1 1E: ' 09) 350 -6618 9 ,j 1 N P . DELIVER THE FOLLOWING P , ES TO : A AME: Pc4N (/ AL iW S • ATION : re r /t/A612 a ol SSOC- N ( -/20 PHONE: 714 - 434'^9060 A FROM FELJPE 1,101_iN05 LOCATION/ / 1 PHONE: EAi6 • Div. FavOIA,� 1 50 - 66 Q.( TOTAL NUMBER OF PACES: 1 DATE : 8_9 5- .y� RM. IINauDINCCnVERSREE3l J ! / ^i TIME �3"' WE 3o / SEGN[Tvr 7 MESSAGE: PE72 PhbwE )LL, PuE AJ)E72FAc& p%Rec.n' 1.071 MA2riN TAR 532/4 ) c4d.7ls]ivs .W/5r2icr 13 , 7D 2ESCLVE 77/ -42 callyovr5 7 tffK s. M4R77N r1r7 � pc & — Di5r52' 1r HYZ4avc /cs 9J6/A g ! E 6 i f _ OfE' of {/y{¢quLf'tt• FA,KEa nlow:_q /I8/98 IeJe3o/scr7 u chzo suPfb/Zr 1 M•,VV/CS A`1av - :(909) 383-4142 - ocr 2///99/3 H No /2./o1/9.8 4 t4X .. (909) 383 -7997 �* Pnx /-AM/3cer 71, H.TA7 A T �Y(/ /1- /`may CCI Y OF F'ON7ANA ENGINEERING DIVISION II' L F ' c I _ _ - 8353 SIERRA AVENUE, FONTANA , CA 92335 CC: pave U , {J %L-L - 5? q / vNx: �cF_ 3� /82 �Ai i / PHONE NU MBER: ( 909)358 -7610 5114,mic,v wain., 5"446 9,v R9(40 vP re, - -_ a:S - r- X 0 1Hr C [ ` � , — - oy A MA � � /242/98 Prim: H nlc f m f %✓vN h a /P'fc . 45 ( c cht,b lus WyPodiLrG S "( A- /lescrir c lA v s r-1104 r ca 4'1 [ ivccr,A yam" 7)631>t" ari4ratrrs aw rte leasr t�anrsi A2 a MiP/teG 06 y 467 'tr ALT' 77 eQ • . )1 V j'7�T l V t 4 & c7 r z pr ) ii) /4'c f 4✓8 TWW c/W6E of 5 4 1 o. Doc Remote Station Start Time Duration Pages Mode Comments Results 1 279.. 917144346120 11- 18 -93: 5:39951 2'06" 5 .5 EC BC CP 14400 2 27S 917145633299 5 :42051 2'46" 5 EC BC CP 9600 3 278 93882002 5:450..1 3'24" 6 5 EC BC CP 9600 , * Notes ' 5 EC: Error Correct RE: Pesend PD: Polled by Remote MB: Recei- /e to Mailbo k Broadcast Send MP: Multi -Poll PG: Polling a Remote PI: Power Interruption . Completed RM: Receive to Memory DR: Document Removed TM: Terminated bY user L_ Local Scan LP: Local Print FO: Forced Output WT: Waiting Transfer CGN e t , Mad 10 ,2 4' 2 F7 tt e' ide . C 5 e404 1414S g 17 UP ile AT" 7) 4e r,4/z. 4 ,mil ` -‘/TE NZ. ( ( .1 - 'wee 1l.W ?b X7 /.v /D0e# LLl'7.l r4i_7yl�,c� c c b1 - c,- 7 1 .. I 0 0 CITY OF F FAX COMMUNICATIONS CALIFORNIA O 1 FAX NUMBER: (909) 350 -6618 N T I PLEASE DELIVER THE FOLLOWING PAGES TO : A I NAME: DAN W LL %NE S LOCATION : re i At SSOC. N FAX: 7/4 3 - 6/2o PHONE: 7/4-434-9080 A 1 FROM: FEL1pE lv/D L i/V o s LOCATION / Edo . Div. mwt �, / g�o - 6 6 41 PHONE: / 3 TOTAL NUMBER OF PAGES : 5 DATE : / 1_ 1 8_98 TIME I ( INCLUDING COVER SHEET) f � DM• IZo' t 30 / SEG tifArT 7 MESSAGE: p1•n pyoNE 6,4 La , pLeAsE 40102 Fib cE d7il2eeTt.Y 1+l%I7 t44/2 riN T}-17 72A v) cA•LT2eiIVS y „pi 5 T2 /cT a , TD RESOLVE VE T7IE7 . c41'91y&/Ts. M4 ATI/V 77r1E12. 9: ,► = .mac -,. 44,' z' /srnacr HY AQRVL/c'S attaiiveurc g**** c�E J' F4xEb /�ok! • //18198 i2I 30/56T 7 1 , c ,4D0 suPPo2T M fro• til'Awges E =`149) 383-4142 - ocr 2//t998 Nebo FAX : (909) 383- 7997 A w fl P A U . LAN/3 4r T D fl 7 2A CITY OF FONTANA ENGINEERING DIVISION CC /)4YC / pita,4.�y 8353 SIERRA AVENUE, FONTANA , CA 92335 F44x • C i4 " s i Z2 f PHONE NUMBER : (909) 350 -7610 SfiftkVMON 10111ITS, siv446 t = (40 9) 388 - 206)2 O� TH / .;?' ___ '''' 1 ) li ll Pi AO; O __ CCC 1 f ��, `s 1 RUNOFF SUMMARY I FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6 -HOUR 24-HOUR 72 -HOUR AREA STAGE MAX STAGE 1 HYDROGRAPH AT B 91. 16.33 18. 10. 10. .07 ROUTED TO B 11. 16.25 11. 8. 8. .07 1614.09 18.00 1 HYDROGRAPH AT OS 1103. 16.33 209. 117. 115. .68 DIVERSION TO OS -D 368. 16.33 70. 39. 38. .68 I HYDROGRAPH AT DIVOS 735. 16.33 139. 78. 77. .68 HYDROGRAPH AT C 90. 16.33 15. 8. 8. .06 2 COMBINED AT COMB -C 825. 16.33 154. 86. 85. .74 I ROUTED TO C 124. 17.00 117. 82. 80. .74 1600.54 17.00 DIVERSION TO C -A 30. 17.00 28. 20. 20. .74 1 HYDROGRAPH AT DIVC -A 95. 17.00 89. 62. 60. .74 HYDROGRAPH AT H 38. 16.25 5. 3. 3. .02 1 2 COMBINED AT COMBH 121. 16.25 93. 64. 63. .77 ROUTED TO H 96. 18.17 92. 63. 61. .77 1570.17 18.17 DIVERSION TO H-I 63. 18.17 60. 38. 37. .77 I HYDROGRAPH AT DIVH -I 33. 18.17 32. 25. 24. .77 HYDROGRAPH AT RCTOA 30. 17.00 28. 20. 20. .00 I HYDROGRAPH AT A 232. 16.33 43. 24. 23. .15 2 COMBINED AT BSNA 260. 16.33 68. 44. 43. .15 1 ROUTED TO A 44. 15.83 44. 35. 34. .15 1586.23 20.92 HYDROGRAPH AT ROS -D 368. 16.33 70. 39. 38. .00 li HYDROGRAPH AT D 143. 16.25 25. 14. 14. .09 2 COMBINED AT COMB-D 479. 16.33 95. 53. 52. .09 II ROUTED TO D 83. 16.17 81. 52. 51. .09 1618.21 16.83 HYDROGRAPH AT E 111. 16.25 16. 9. 9. .06 ROUTED TO E 9. 18.42 9. 6. 6. .06 1597.99 18.42 1 HYDROGRAPH AT F 449. 16.33 93. 52. 52. .28 ROUTED TO F 35. 12.25 35. 31. 30. .28 1546.75 22.33 1 HYDROGRAPH AT RCTOI 63. 18.17 60. 38. 37. .00 HYDROGRAPH AT I 105. 16.25 16. 9. 8. .06 II i 2 COMBINED AT COMBI 159. 16.25 72. 47. 45. .06 ROUTED TO I 44. 16.33 44. 33. 32. .06 1554.44 24.92 HYDROGRAPH AT J 75. 16.25 12. 7. 7. .05 I I ROUTED TO J 14. 16.58 11. 7. 7. .05 1559.25 16.58 i ' I * ** NORMAL END OF HEC -1 * ** i 1 I 1 1 1 HEC -1 OUTPUT FILE WITH INPUT FILE LISTING ' DRAIN TIME ANALYSIS 1 r • 1 1 1 1 * * * * * * U.S. ARMY CORPS OF ENGINEERS 1 * FLOOD HYDR FEBRUA PACKAGE (HEC -1) * * THE HYDROLOGIC ENGINEERING CENTER * * FEBRUARY 1981 * * REVISED 01 JUN 88 * 609 SECOND STREET * * * DAVIS, CALIFORNIA 95616 * RUN DATE 10/11/1993 TIME 11:28:12 * * (916) 551-1748 * 4 4 I a 1 X x xxxxxxx xxxxx x x X X x x XX 1 x X X x x XXXXXXX XXXX X XXXXX X X X X X X x x x x x x E x x xxxxxxx xxxxx xxx € I THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES - RTIMP- AND - RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973 -STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM -CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, I DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM 1 1 li li I f 1 1 1 II 1 1 II i HEC -1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 * ** FREE * ** 1 ID JOHN M. TETTEMER 8 ASSOCIATES, LTD. 2 ID SIERRA LAKES HYDROLOGY STUDY II 3 ID DEVELOPED CONDITIONS, 100 -YEAR 24 -HOUR STORM 4 ID ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW 5 ID FOR DETERMINING DRAIN TIME FOR BASINS 6 ID fn= SLDT.I /0 21SEP93 TDG 7 ID 8 ID * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND 1 9 ID 10 IT 5 21SEP93 0000 300 11 I0 5 II *DIAGRAM 12 KK B 13 BA 0.069 14 01 0 II 15 KK B 16 KM SAND AREA 0.10 ACRES 17 KO 1 II 18 RS 1 ELEV 1612.7 19 SV 0.00 0.01 0.98 2.39 4.17 6.52 10.28 20 SE 1606 1606.01 1608 1610 1612 1614 1616 21 SC 0 3.2 4.5 7.6 10.9 10.9 10.9 II 22 23 KK C BA 0.061 24 0I 0 25 KK C 26 KM 18" INLET CONTROL TO BASIN A 27 KM 33" INLET CONTROL TO BASIN H 28 KO 1 29 RS 1 ELEV 1595.7 I 30 SV 0.00 1.03 3.53 7.72 13.99 22.32 33.70 31 SE 1588 1590 1592 1594 1596 1598 1600 32 SG 0.0 26 57 79 95 108 121 I 33 KK DIVC -A 34 KM DIVERT FLOW TO BASIN A 35 DT C -A 36 DI 0 26 57 79 95 108 121 37 DG 0 9 15 19 23 26 29 li 38 KK H 39 BA 0.024 40 01 0 41 KK COMBH 42 KM COMBINE INFLOW TO H 43 HC 2 II 1 1 II 1 II II HEC-1 INPUT PAGE 2 II LINE ID 1 2 3 4 5 6 7 8 9 10 £ 44 KK H 45 KM SAND AREA 0.42 ACRES II 46 KM OUTFLOW ALSO INCLUDES 42" INLET CONTROL TO BASIN I 47 KO 1 48 RS 1 ELEV 1569.4 49 SV 0.00 0.01 1.62 4.51 9.31 50 SE 1566 1566.01 1568 1570 1572 51 SO 0.0 13.5 40.1 92.0 135.8 52 KK DIVH -I 53 KM DIVERT FLOW FROM BASIN H TO BASIN I I 54 DT H -I 55 DI 0 13.5 40.1 92.0 135.8 175.8 56 DC 0 0 21.0 60.0 90.0 130.0 57 KK RCTOA I 58 DR C -A 59 KK A 60 BA 0.150 61 0I 0 62 KK BSNA 63 HC 2 I 64 KK A 65 KM SAND AREA 0.40 ACRES 66 KO 1 67 RS 1 ELEV 1586.1 68 SV 0.00 0.01 1.33 4.20 10.15 18.81 29.91 69 SE 1578 1578.01 1580 1582 1584 1586 1588 70 SG 0 12.9 18.2 30.5 43.6 43.6 43.6 71 KK D 72 BA 0.088 73 0I 0 74 KK COMB -D 75 HC 2 76 KK D 77 KM SAND AREA 0.76 ACRES 78 KO 1 li 79 RS 1 ELEV 1612.6 80 SV 0.00 0.01 1.68 4.42 9.58 17.83 28.62 81 SE 1610 1610.01 1612 1614 1616 1618 1620 82 S0 0.0 24.5 34.5 57.9 82.9 82.9 82.9 83 KK E 84 OI 0 II II II II II II HEC-1 INPUT PAGE 3 II LINE ID 1 2 3 4 5 6 7 8 9 10 85 KK E 86 KM SAND AREA 0.08 ACRES t II 87 KO 1 88 RS 1 ELEV 1597.5 89 SV 0.00 0.01 1.81 4.28 7.79 12.90 19.56 90 SE 1592 1592.01 1594 1596 1598 1600 1602 II 91 SQ 0.0 2.6 3.6 6.1 8.7 8.7 8.7 92 KK F 93 BA 0.277 94 QI 0 II 95 KK F 96 KM SAND AREA 0.32 ACRES 97 KO 1 98 RS 1 ELEV 1546.7 I 99 SV 0.00 0.01 2.48 7.93 16.04 27.09 41.01 56.95 74.93 100 SE 1536 1536.01 1538 1540 1542 1544 1546 1548 1550 101 SQ 0.0 10.3 14.5 24.4 34.9 34.9 34.9 34.9 34.9 II 102 KK RCTOI 103 DR H -I 104 KK 1 105 0,060 Q1 106 QI 0 107 KK COMB! 108 KM COMBINE SUBAREA I WITH FLOW FROM BASIN H II 109 HC 2 110 KK I 111 KM SAND AREA 0.40 ACRES 112 KO 1 II 113 RS 1 ELEV 1554.4 114 SV 0.00 0.01 0.91 4.69 12.81 24.22 39.69 115 SE 1546 1546.01 1548 1550 1552 1554 1556 116 SO 0.0 12.9 18.2 30.5 43.6 43.6 43.6 117 KK J II 118 BA 0.048 119 QI 0 II 120 KK J 121 KM SAND AREA 0.14 ACRES 122 KO 1 123 RS 1 ELEV 1555.5 124 SV 0.00 0.01 0.61 1.70 3.34 5.78 9.44 II 125 SE 1554 1554.01 1556 1558 1560 1562 1564 126 SQ 0.0 4.5 6.4 10.7 15.3 15.3 15.3 127 22 II II i II I 1 II I i i 1 SCHEMATIC DIAGRAM OF STREAM NETWORK ' INPUT LINE (V) ROUTING ( - -- >) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR ( < - - -) RETURN OF DIVERTED OR PUMPED FLOW II 12 B V V 15 B 1 22 . C . V . V ' 25 . C 35 > C I 33 DIVC -A I 38 . H 1 41 COMBH V . V 44 : H 54 > H -I 52 . DIVH -I 58 .< C - 57 . . RCTOA 1 59 A • 62 BSNA . V 64 . . A 71 D . 74 COMB -D V 76 . . D . V i 85 E 92 F V V 95 F I 103 . . .< H -I 102 . . . . RCTOI 104 . j 107 C0MB1 . . . . V V 110 . . . I 1 . J 1 1 117 1 1 120 J € ( * * *) RUNOFF ALSO COMPUTED AT THIS LOCATION k 1. 1 1 • 1 1 1 . 1 ; . . i . i 1 1 1 ' d 1 1 i 1 1 )1 I 1 * * * * I * FLOOD HYDROGRAPH PACKAGE (HEC -1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 01 JUN 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * * RUN DATE 10/11/1993 TIME 11:28:12 * * (916) 551 -1748 1 * * * * 1 JOHN M. TETTEMER & ASSOCIATES, LTD. SIERRA LAKES HYDROLOGY STUDY I DEVELOPED CONDITIONS, 100 -YEAR 24 -HOUR STORM ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW FOR DETERMINING DRAIN TIME FOR BASINS fn= SLDT.I /0 21SEP93 TDG 1 * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I 11 IO OUTPUT CONTROL VARIABLES I IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA I NMIN 5 MINUTES IN CO MPUTATION INTERVAL IDATE 21SEP93 STARTING DA ITIME 0000 STARTING TIME NO 300 NUMBER OF HYDROGRAPH ORDINATES II NDDATE 22SEP93 ENDING DATE NDTIME 0055 ENDING TIME KENT 19 CENTURY MARK COMPUTATION INTERVAL .08 HOURS I TOTAL TIME BASE 24.92 HOURS ENGLISH UNITS DRAINAGE AREA SQUARE MILES I PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** i * * I 15 KK * B * * * I 17 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE I HYDROGRAPH ROUTING DATA 18 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES I ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1612.70 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 19 SV STORAGE .0 .0 1.0 2.4 4.2 6.5 10.3 II 20 SE ELEVATION 1606.00 1606.01 1608.00 1610.00 1612.00 1614.00 1616.00 21 SQ DISCHARGE 0. 3. 5. 8. 11. 11. 11. II * ** I *** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 3. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 1 HYDROGRAPH AT STATION B * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 1 21 SEP 0000 1 11. 5.0 1612.7 * 21 SEP 0820 101 4. .3 1606.5 * 21 SEP 1640 201 0. .0 1606.0 21 SEP 0005 2 11. 4.9 1612.6 * 21 SEP 0825 102 4. .2 1606.5 * 21 SEP 1645 202 0. .0 1606.0 21 SEP 0010 3 11. 4.8 1612.6 * 21 SEP 0830 103 3. .2 1606.4 * 21 SEP 1650 203 0. .0 1606.0 21 SEP 0015 4 11. 4.8 1612.5 * 21 SEP 0835 104 3. .2 1606.4 * 21 SEP 1655 204 0. .0 1606.0 21 SEP 0020 5 11. 4.7 1612.4 * 21 SEP 0840 105 3. .2 1606.3 * 21 SEP 1700 205 0. .0 1606.0 21 SEP 0025 6 11. 4.6 1612.4 * 21 SEP 0845 106 3. .1 1606.3 * 21 SEP 1705 206 0. .0 1606.0 I 21 SEP 0030 7 11. 4.5 1612.3 * 21 SEP 0850 107 3. .1 1606.2 * 21 SEP 1710 207 0. .0 1606.0 21 SEP 0035 8 11. 4.5 1612.3 * 21 SEP 0855 108 3. .1 1606.2 * 21 SEP 1715 208 0. .0 1606.0 21 SEP 0040 9 11. 4.4 1612.2 * 21 SEP 0900 109 3. .1 1606.1 * 21 SEP 1720 209 0. .0 1606.0 21 SEP 0045 10 11. 4.3 1612.1 * 21 SEP 0905 110 3. .0 1606.1 * 21 SEP 1725 210 0. .0 1606.0 21 SEP 0050 11 11. 4.2 1612.1 * 21 SEP 0910 111 3. .0 1606.0 * 21 SEP 1730 211 0. .0 1606.0 21 SEP 0055 12 11. 4.2 1612.0 * 21 SEP 0915 112 2. .0 1606.0 * 21 SEP 1735 212 0. .0 1606.0 21 SEP 0100 13 11. 4.1 1611.9 * 21 SEP 0920 113 0. .0 1606.0 * 21 SEP 1740 213 0. .0 1606.0 21 SEP 0105 14 11. 4.0 1611.8 * 21 SEP 0925 114 0. .0 1606.0 * 21 SEP 1745 214 0. .0 1606.0 21 SEP 0110 15 10. 3.9 1611.7 * 21 SEP 0930 115 0. .0 1606.0 * 21 SEP 1750 215 0. .0 1606.0 I 21 SEP 0115 16 10. 3.9 1611.7 * 21 SEP 0935 116 0. .0 1606.0 * 21 SEP 1755 216 0. .0 1606.0 21 SEP 0120 17 10. 3.8 1611.6 * 21 SEP 0940 117 0. .0 1606.0 * 21 SEP 1800 217 0. .0 1606.0 21 SEP 0125 18 10. 3.7 1611.5 * 21 SEP 0945 118 0. .0 1606.0 * 21 SEP 1805 218 0. .0 1606.0 21 SEP 0130 19 10. 3.7 1611.4 * 21 SEP 0950 119 0. .0 1606.0 * 21 SEP 1810 219 0. .0 1606.0 21 SEP 0135 20 10. 3.6 1611.4 * 21 SEP 0955 120 0. .0 1606.0 * 21 SEP 1815 220 0. .0 1606.0 I 21 SEP 0140 21 10. 3.5 1611.3 * 21 SEP 1000 121 0. .0 1606.0 * 21 SEP 1820 221 0. .0 1606.0 21 SEP 0145 22 10. 3.5 1611.2 * 21 SEP 1005 122 0. .0 1606.0 * 21 SEP 1825 222 0. .0 1606.0 21 SEP 0150 23 9. 3.4 1611.1 * 21 SEP 1010 123 0. .0 1606.0 * 21 SEP 1830 223 0. .0 1606.0 21 SEP 0155 24 9. 3.3 1611.1 * 21 SEP 1015 124 0. .0 1606.0 * 21 SEP 1835 224 0. .0 1606.0 I 21 SEP 0200 25 9. 3.3 1611.0 * 21 SEP 1020 125 0. .0 1606.0 * 21 SEP 1840 225 0. .0 1606.0 21 SEP 0205 26 9. 3.2 1610.9 * 21 SEP 1025 126 0. .0 1606.0 * 21 SEP 1845 226 0. .0 1606.0 21 SEP 0210 27 9. 3.1 1610.8 * 21 SEP 1030 127 0. .0 1606.0 * 21 SEP 1850 227 0. .0 1606.0 21 SEP 0215 28 9. 3.1 1610.8 * 21 SEP 1035 128 0. .0 1606.0 * 21 SEP 1855 228 0. .0 1606.0 21 SEP 0220 29 9. 3.0 1610.7 * 21 SEP 1040 129 0. .0 1606.0 * 21 SEP 1900 229 0. .0 1606.0 I 21 SEP 0225 30 9. 3.0 1610.6 * 21 SEP 1045 130 0. .0 1606.0 * 21 SEP 1905 230 0. .0 1606.0 21 SEP 0230 31 9. 2.9 1610.6 * 21 SEP 1050 131 0. .0 1606.0 * 21 SEP 1910 231 0. .0 1606.0 21 SEP 0235 32 8. 2.8 1610.5 * 21 SEP 1055 132 0. .0 1606.0 * 21 SEP 1915 232 0. .0 1606.0 21 SEP 0240 33 8. 2.8 1610.4 * 21 SEP 1100 133 0. .0 1606.0 * 21 SEP 1920 233 0. .0 1606.0 I 21 SEP 0245 34 8. 2.7 1610.4 *21 SEP 1105 134 0. .0 1606.0 * 21 SEP 1925 234 0. .0 1606.0 21 SEP 0250 35 8. 2.7 1610.3 * 21 SEP 1110 135 0. .0 1606.0 * 21 SEP 1930 235 0. .0 1606.0 21 SEP 0255 36 8. 2.6 1610.3 * 21 SEP 1115 136 0. .0 1606.0 * 21 SEP 1935 236 0. .0 1606.0 21 SEP 0300 37 8. 2.6 1610.2 * 21 SEP 1120 137 0. .0 1606.0 * 21 SEP 1940 237 0. .0 1606.0 21 SEP 0305 38 8. 2.5 1610.1 * 21 SEP 1125 138 0. .0 1606.0 * 21 SEP 1945 238 0. .0 1606.0 I 21 SEP 0310 39 8. 2.5 1610.1 * 21 SEP 1130 139 0. .0 1606.0 * 21 SEP 1950 239 0. .0 1606.0 21 SEP 0315 40 8. 2.4 1610.0 * 21 SEP 1135 140 0. .0 1606.0 * 21 SEP 1955 240 0. .0 1606.0 21 SEP 0320 41 8. 2.3 1609.9 * 21 SEP 1140 141 0. .0 1606.0 * 21 SEP 2000 241 0. .0 1606.0 21 SEP 0325 42 7. 2.3 1609.9 * 21 SEP 1145 142 0. .0 1606.0 * 21 SEP 2005 242 0. .0 1606.0 I 21 SEP 0330 43 7. 2.2 1609.8 * 21 SEP 1150 143 0. .0 1606.0 * 21 SEP 2010 243 0. .0 1606.0 21 SEP 0335 44 7. 2.2 1609.7 * 21 SEP 1155 144 0. .0 1606.0 * 21 SEP 2015 244 0. .0 1606.0 21 SEP 0340 45 7. 2.1 1609.7 * 21 SEP 1200 145 0. .0 1606.0 * 21 SEP 2020 245 0. .0 1606.0 21 SEP 0345 46 7. 2.1 1609.6 * 21 SEP 1205 146 0. .0 1606.0 * 21 SEP 2025 246 0. .0 1606.0 21 SEP 0350 47 7. 2.1 1609.5 * 21 SEP 1210 147 0. .0 1606.0 * 21 SEP 2030 247 0. .0 1606.0 I 21 SEP 0355 48 7. 2.0 1609.5 * 21 SEP 1215 148 0. .0 1606.0 * 21 SEP 2035 248 0. .0 1606.0 21 SEP 0400 49 7. 2.0 1609.4 * 21 SEP 1220 149 0. .0 1606.0 * 21 SEP 2040 249 0. .0 1606.0 21 SEP 0405 50 7. 1.9 1609.3 * 21 SEP 1225 150 0. .0 1606.0 * 21 SEP 2045 250 0. .0 1606.0 21 SEP 0410 51 6. 1.9 1609.3 * 21 SEP 1230 151 0. .0 1606.0 * 21 SEP 2050 251 0. .0 1606.0 I 21 SEP 0415 52 6. 1.8 1609.2 * 21 SEP 1235 152 0. .0 1606.0 * 21 SEP 2055 252 0. .0 1606.0 21 SEP 0420 53 6. 1.8 1609.1 * 21 SEP 1240 153 0. .0 1606.0 * 21 SEP 2100 253 0. .0 1606.0 21 SEP 0425 54 6. 1.7 1609.1 * 21 SEP 1245 154 0. .0 1606.0 * 21 SEP 2105 254 0. .0 1606.0 21 SEP 0430 55 6. 1.7 1609.0 * 21 SEP 1250 155 0. .0 1606.0 * 21 SEP 2110 255 0. .0 1606.0 21 SEP 0435 56 6. 1.7 1609.0 * 21 SEP 1255 156 0. .0 1606.0 * 21 SEP 2115 256 0. .0 1606.0 I 21 SEP 0440 57 6. 1.6 1608.9 * 21 SEP 1300 157 0. .0 1606.0 * 21 SEP 2120 257 0. .0 1606.0 21 SEP 0445 58 6. 1.6 1608.8 * 21 SEP 1305 158 0. .0 1606.0 * 21 SEP 2125 258 0. .0 1606.0 21 SEP 0450 59 6. 1.5 1608.8 * 21 SEP 1310 159 0. .0 1606.0 * 21 SEP 2130 259 0. .0 1606.0 21 SEP 0455 60 6. 1.5 1608.7 * 21 SEP 1315 160 0. .0 1606.0 * 21 SEP 2135 260 0. .0 1606.0 I 21 SEP 0500 61 6. 1.5 1608.7 * 21 SEP 1320 161 0. .0 1606.0 * 21 SEP 2140 261 0. .0 1606.0 21 SEP 0505 62 5. 1.4 1608.6 * 21 SEP 1325 162 0. .0 1606.0 * 21 SEP 2145 262 0. .0 1606.0 21 SEP 0510 63 5. 1.4 1608.6 * 21 SEP 1330 163 0. .0 1606.0 * 21 SEP 2150 263 0. .0 1606.0 21 SEP 0515 64 5. 1.3 1608.5 * 21 SEP 1335 164 0. .0 1606.0 * 21 SEP 2155 264 0. .0 1606.0 21 SEP 0520 65 5. 1.3 1608.5 * 21 SEP 1340 165 0. .0 1606.0 * 21 SEP 2200 265 0. .0 1606.0 21 SEP 0525 66 5. 1.3 1608.4 * 21 SEP 1345 166 0. .0 1606.0 * 21 SEP 2205 266 0. .0 1606.0 IS 21 SEP 0530 67 5. 1.2 1608.4 * 21 SEP 1350 167 0. .0 1606.0 * 21 SEP 2210 267 0. .0 1606.0 21 SEP 0535 68 5. 1.2 1608.3 * 21 SEP 1355 168 0. .0 1606.0 * 21 SEP 2215 268 0. .0 1606.0 I 21 SEP 0540 69 5. 1.2 1608.3 * 21 SEP 1400 169 0. .0 1606.0 * 21 SEP 2220 269 0. .0 1606.0 21 SEP 0545 70 5. 1.1 1608.2 * 21 SEP 1405 170 0. .0 1606.0 * 21 SEP 2225 270 0. .0 1606.0 21 SEP 0550 71 5. 1.1 1608.2 * 21 SEP 1410 171 0. .0 1606.0 * 21 SEP 2230 271 0. .0 1606.0 21 SEP 0555 72 5. 1.1 1608.1 * 21 SEP 1415 172 0. .0 1606.0 * 21 SEP 2235 272 0. .0 1606.0 21 SEP 0600 73 5. 1.0 1608.1 * 21 SEP 1420 173 0. .0 1606.0 * 21 SEP 2240 273 0. .0 1606.0 I 21 SEP 0605 74 5. 1.0 1608.0 * 21 SEP 1425 174 0. .0 1606.0 * 21 SEP 2245 274 0. .0 1606.0 21 SEP 0610 75 4. 1.0 1608.0 * 21 SEP 1430 175 0. .0 1606.0 * 21 SEP 2250 275 0. .0 1606.0 21 SEP 0615 76 4. .9 1607.9 * 21 SEP 1435 176 0. .0 1606.0 * 21 SEP 2255 276 0. .0 1606.0 21 SEP 0620 77 4. .9 1607.9 * 21 SEP 1440 177 0. .0 1606.0 * 21 SEP 2300 277 0. .0 1606.0 I 21 SEP 0625 78 4. .9 1607.8 * 21 SEP 1445 178 0. .0 1606.0 * 21 SEP 2305 278 0. .0 1606.0 21 SEP 0630 79 4. .9 1607.7 * 21 SEP 1450 179 0. .0 1606.0 * 21 SEP 2310 279 0. .0 1606.0 21 SEP 0635 80 4. .8 1607.7 * 21 SEP 1455 180 0. .0 1606.0 * 21 SEP 2315 280 0. .0 1606.0 21 SEP 0640 81 4. .8 1607.6 * 21 SEP 1500 181 0. .0 1606.0 * 21 SEP 2320 281 0. .0 1606.0 21 SEP 0645 82 4. .8 1607.6 * 21 SEP 1505 182 0. .0 1606.0 * 21 SEP 2325 282 0. .0 1606.0 I 21 SEP 0650 83 4. .7 1607.5 * 21 SEP 1510 183 0. .0 1606.0 * 21 SEP 2330 283 0. .0 1606.0 21 SEP 0655 84 4. .7 1607.4 * 21 SEP 1515 184 0. .0 1606.0 * 21 SEP 2335 284 0. .0 1606.0 21 SEP 0700 85 4. .7 1607.4 * 21 SEP 1520 185 0. .0 1606.0 * 21 SEP 2340 285 0. .0 1606.0 21 SEP 0705 86 4. .7 1607.3 * 21 SEP 1525 186 0. .0 1606.0 * 21 SEP 2345 286 0. .0 1606.0 21 SEP 0710 87 4. .6 1607.3 * 21 SEP 1530 187 0. .0 1606.0 * 21 SEP 2350 287 0. .0 1606.0 21 SEP 0715 88 4. .6 1607.2 * 21 SEP 1535 188 0. .0 1606.0 * 21 SEP 2355 288 0. .0 1606.0 21 SEP 0720 89 4. .6 1607.2 * 21 SEP 1540 189 0. .0 1606.0 * 22 SEP 0000 289 0. .0 1606.0 21 SEP 0725 90 4. .5 1607.1 * 21 SEP 1545 190 0. .0 1606.0 * 22 SEP 0005 290 0. .0 1606.0 21 SEP 0730 91 4. .5 1607.0 * 21 SEP 1550 191 0. .0 1606.0 * 22 SEP 0010 291 0. .0 1606.0 I 21 SEP 0735 92 4. .5 1607.0 * 21 SEP 1555 192 0. .0 1606.0 * 22 SEP 0015 292 0. .0 1606.0 21 SEP 0740 93 4. .5 1606.9 * 21 SEP 1600 193 0. .0 1606.0 * 22 SEP 0020 293 0. .0 1606.0 21 SEP 0745 94 4. .4 1606.9 * 21 SEP 1605 194 0. .0 1606.0 * 22 SEP 0025 294 0. .0 1606.0 21 SEP 0750 95 4. .4 1606.8 * 21 SEP 1610 195 0. .0 1606.0 * 22 SEP 0030 295 0. .0 1606.0 I 21 SEP 0755 96 4. .4 1606.8 * 21 SEP 1615 196 0. .0 1606.0 * 22 SEP 0035 296 0. .0 1606.0 21 SEP 0800 97 4. .4 1606.7 * 21 SEP 1620 197 0. .0 1606.0 * 22 SEP 0040 297 0. .0 1606.0 21 SEP 0805 98 4. .3 1606.7 * 21 SEP 1625 198 0. .0 1606.0 * 22 SEP 0045 298 0. .0 1606.0 21 SEP 0810 99 4. .3 1606.6 * 21 SEP 1630 199 0. .0 1606.0 * 22 SEP 0050 299 0. .0 1606.0 21 SEP 0815 100 4. .3 1606.6 * 21 SEP 1635 200 0. .0 1606.0 * 22 SEP 0055 300 0. .0 1606.0 1 * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72-HR 24.92 -HR III 11. .08 (CFS) 8. 3. 2. 2. (INCHES) 1.075 1.357 1.357 1.357 (AC -FT) 4. 5. 5. 5. I PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE s (AC-FT) (HR) 6-HR 24 -HR 72 -HR 24.92-HR 5. .08 3. 1. 1. 1. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 1612.70 .00 1610.25 1607.20 1607.15 1607.15 CUMULATIVE AREA = .07 SG MI 1 , * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** *** * ** * ** * ** 1 * * 1 25 KK * C * 28 KO OUTPUT CONTROL VARIABLES I IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL GSCAL 0. HYDROGRAPH PLOT SCALE I HYDROGRAPH ROUTING DATA 29 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION I RSVRIC 1595.70 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 30 SV STORAGE .0 1.0 3.5 7.7 14.0 22.3 33.7 f 31 SE ELEVATION 1588.00 1590.00 1592.00 1594.00 1596.00 1598.00 1600.00 32 SO DISCHARGE 0. 26. 57. 79. 95. 108. 121. * ** HYDROGRAPH AT STATION C * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 93. 13.0 1595.7 * 21 SEP 0820 101 0. .0 1588.0 * 21 SEP 1640 201 0. .0 1588.0 21 SEP 0005 2 91. 12.4 1595.5 * 21 SEP 0825 102 0. .0 1588.0 * 21 SEP 1645 202 0. .0 1588.0 I 21 SEP 0010 3 89. 11.8 1595.3 * 21 SEP 0830 103 0. .0 1588.0 * 21 SEP 1650 203 0. .0 1588.0 21 SEP 0015 4 88. 11.2 1595.1 * 21 SEP 0835 104 0. .0 1588.0 * 21 SEP 1655 204 0. .0 1588.0 21 SEP 0020 5 86. 10.6 1594.9 * 21 SEP 0840 105 0. .0 1588.0 * 21 SEP 1700 205 0. .0 1588.0 21 SEP 0025 6 85. 10.0 1594.7 * 21 SEP 0845 106 0. .0 1588.0 * 21 SEP 1705 206 0. .0 1588.0 1 21 SEP 0030 7 83. 9.4 1594.5 * 21 SEP 0850 107 0. .0 1588.0 * 21 SEP 1710 207 0. .0 1588.0 21 SEP 0035 8 82. 8.8 1594.4 * 21 SEP 0855 108 0. .0 1588.0 * 21 SEP 1715 208 0. .0 1588.0 21 SEP 0040 9 80. 8.3 1594.2 * 21 SEP 0900 109 0. .0 1588.0 * 21 SEP 1720 209 0. .0 1588.0 21 SEP 0045 10 79. 7.7 1594.0 * 21 SEP 0905 110 0. .0 1588.0 * 21 SEP 1725 210 0. .0 1588.0 21 SEP 0050 11 76. 7.2 1593.8 * 21 SEP 0910 111 0. .0 1588.0 * 21 SEP 1730 211 0. .0 1588.0 I 21 SEP 0055 12 74. 6.7 1593.5 * 21 SEP 0915 112 0. .0 1588.0 * 21 SEP 1735 212 0. .0 1588.0 21 SEP 0100 13 71. 6.2 1593.3 * 21 SEP 0920 113 0. .0 1588.0 * 21 SEP 1740 213 0. .0 1588.0 21 SEP 0105 14 68. 5.7 1593.0 * 21 SEP 0925 114 0. .0 1588.0 * 21 SEP 1745 214 0. .0 1588.0 21 SEP 0110 15 66. 5.2 1592.8 * 21 SEP 0930 115 0. .0 1588.0 * 21 SEP 1750 215 0. .0 1588.0 I 21 SEP 0115 16 64. 4.8 1592.6 * 21 SEP 0935 116 0. .0 1588.0 * 21 SEP 1755 216 0. .0 1588.0 21 SEP 0120 17 61. 4.4 1592.4 * 21 SEP 0940 117 0. .0 1588.0 * 21 SEP 1800 217 0. .0 1588.0 21 SEP 0125 18 59. 4.0 1592.2 * 21 SEP 0945 118 0. .0 1588.0 * 21 SEP 1805 218 0. .0 1588.0 21 SEP 0130 19 57. 3.6 1592.0 * 21 SEP 0950 119 0. .0 1588.0 * 21 SEP 1810 219 0. .0 1588.0 21 SEP 0135 20 53. 3.2 1591.7 * 21 SEP 0955 120 0. .0 1588.0 * 21 SEP 1815 220 0. .0 1588.0 I 21 SEP 0140 21 48. 2.8 1591.4 * 21 SEP 1000 121 0. .0 1588.0 * 21 SEP 1820 221 0. .0 1588.0 21 SEP 0145 22 44. 2.5 1591.2 * 21 SEP 1005 122 0. .0 1588.0 * 21 SEP 1825 222 0. .0 1588.0 21 SEP 0150 23 41. 2.2 1590.9 * 21 SEP 1010 123 0. .0 1588.0 * 21 SEP 1830 223 0. .0 1588.0 21 SEP 0155 24 37. 1.9 1590.7 * 21 SEP 1015 124 0. .0 1588.0 * 21 SEP 1835 224 0. .0 1588.0 21 SEP 0200 25 34. 1.7 1590.5 * 21 SEP 1020 125 0. .0 1588.0 * 21 SEP 1840 225 0. .0 1588.0 21 SEP 0205 26 32. 1.5 1590.4 * 21 SEP 1025 126 0. .0 1588.0 * 21 SEP 1845 226 0. .0 1588.0 21 SEP 0210 27 29. 1.3 1590.2 * 21 SEP 1030 127 0. .0 1588.0 * 21 SEP 1850 227 0. .0 1588.0 21 SEP 0215 28 27. 1.1 1590.0 * 21 SEP 1035 128 0. .0 1588.0 * 21 SEP 1855 228 0. .0 1588.0 21 SEP 0220 29 23. .9 1589.8 * 21 SEP 1040 129 0. .0 1588.0 * 21 SEP 1900 229 0. .0 1588.0 I 21 SEP 0225 30 19. .8 1589.5 * 21 SEP 1045 130 0. .0 1588.0 * 21 SEP 1905 230 0. .0 1588.0 21 SEP 0230 31 16. .6 1589.2 * 21 SEP 1050 131 0. .0 1588.0 * 21 SEP 1910 231 0. .0 1588.0 21 SEP 0235 32 14. .5 1589.0 * 21 SEP 1055 132 0. .0 1588.0 * 21 SEP 1915 232 0. .0 1588.0 21 SEP 0240 33 11. .5 1588.9 * 21 SEP 1100 133 0. .0 1588.0 * 21 SEP 1920 233 0. .0 1588.0 21 SEP 0245 34 10. .4 1588.7 * 21 SEP 1105 134 0. .0 1588.0 * 21 SEP 1925 234 0. .0 1588.0 I 21 SEP 0250 35 8. .3 1588.6 * 21 SEP 1110 135 0. .0 1588.0 * 21 SEP 1930 235 0. .0 1588.0 21 SEP 0255 36 7. .3 1588.5 * 21 SEP 1115 136 0. .0 1588.0 * 21 SEP 1935 236 0. .0 1588.0 21 SEP 0300 37 6. .2 1588.4 * 21 SEP 1120 137 0. .0 1588.0 * 21 SEP 1940 237 0. .0 1588.0 21 SEP 0305 38 5. .2 1588.4 * 21 SEP 1125 138 0. .0 1588.0 * 21 SEP 1945 238 0. .0 1588.0 1 21 SEP 0310 39 4. .2 1588.3 * 21 SEP 1130 139 0. .0 1588.0 * 21 SEP 1950 239 0. .0 1588.0 s 21 SEP 0315 40 3. .1 1588.3 * 21 SEP 1135 140 0. .0 1588.0 * 21 SEP 1955 240 0. .0 1588.0 21 SEP 0320 41 3. .1 1588.2 * 21 SEP 1140 141 0. .0 1588.0 * 21 SEP 2000 241 0. .0 1588.0 21 SEP 0325 42 2. .1 1588.2 * 21 SEP 1145 142 0. .0 1588.0 * 21 SEP 2005 242 0. .0 1588.0 21 SEP 0330 43 2. .1 1588.2 * 21 SEP 1150 143 0. .0 1588.0 * 21 SEP 2010 243 0. .0 1588.0 III 21 SEP 0335 44 2. .1 1588.1 * 21 SEP 1155 144 0. .0 1588.0 * 21 SEP 2015 244 0. .0 1588.0 21 SEP 0340 45 1. .1 1588.1 * 21 SEP 1200 145 0. .0 1588.0 * 21 SEP 2020 245 0. .0 1588.0 21 SEP 0345 46 1. .0 1588.1 * 21 SEP 1205 146 0. .0 1588.0 * 21 SEP 2025 246 0. .0 1588.0 21 SEP 0350 47 1. .0 1588.1 * 21 SEP 1210 147 0. .0 1588.0 * 21 SEP 2030 247 0. .0 1588.0 I 21 SEP 0355 48 1. .0 1588.1 * 21 SEP 1215 148 0. .0 1588.0 * 21 SEP 2035 248 0. .0 1588.0 21 SEP 0400 49 1. .0 1588.1 * 21 SEP 1220 149 0. .0 1588.0 * 21 SEP 2040 249 0. .0 1588.0 21 SEP 0405 50 1. .0 1588.0 * 21 SEP 1225 150 0. .0 1588.0 * 21 SEP 2045 250 0. .0 1588.0 21 SEP 0410 51 0. .0 1588.0 * 21 SEP 1230 151 0. .0 1588.0 * 21 SEP 2050 251 0. .0 1588.0 21 SEP 0415 52 0. .0 1588.0 * 21 SEP 1235 152 0. .0 1588.0 * 21 SEP 2055 252 0. .0 1588.0 I 21 SEP 0420 53 0. .0 1588.0 * 21 SEP 1240 153 0. .0 1588.0 * 21 SEP 2100 253 0. .0 1588.0 21 SEP 0425 54 0. .0 1588.0 * 21 SEP 1245 154 0. .0 1588.0 * 21 SEP 2105 254 0. .0 1588.0 21 SEP 0430 55 • 0. .0 1588.0 * 21 SEP 1250 155 0. .0 1588.0 * 21 SEP 2110 255 0. .0 1588.0 21 SEP 0435 56 0. .0 1588.0 * 21 SEP 1255 156 0. .0 1588.0 * 21 SEP 2115 256 0. .0 1588.0 I 21 SEP 0440 57 0. .0 1588.0 * 21 SEP 1300 157 0. .0 1588.0 * 21 SEP 2120 257 0. .0 1588.0 21 SEP 0445 58 0. .0 1588.0 * 21 SEP 1305 158 0. .0 1588.0 * 21 SEP 2125 258 0. .0 1588.0 21 SEP 0450 59 0. .0 1588.0 * 21 SEP 1310 159 0. .0 1588.0 * 21 SEP 2130 259 0. .0 1588.0 21 SEP 0455 60 0. .0 1588.0 * 21 SEP 1315 160 0. .0 1588.0 * 21 SEP 2135 260 0. .0 1588.0 21 SEP 0500 61 0. .0 1588.0 * 21 SEP 1320 161 0. .0 1588.0 * 21 SEP 2140 261 0. .0 1588.0 I 21 SEP 0505 62 0. .0 1588.0 * 21 SEP 1325 162 0. .0 1588.0 * 21 SEP 2145 262 0. .0 1588.0 21 SEP 0510 63 0. .0 1588.0 * 21 SEP 1330 163 0. .0 1588.0 * 21 SEP 2150 263 0. .0 1588.0 21 SEP 0515 64 0. .0 1588.0 * 21 SEP 1335 164 0. .0 1588.0 * 21 SEP 2155 264 0. .0 1588.0 21 SEP 0520 65 0. .0 1588.0 * 21 SEP 1340 165 0. .0 1588.0 * 21 SEP 2200 265 0. .0 1588.0 21 SEP 0525 66 0. .0 1588.0 * 21 SEP 1345 166 0. .0 1588.0 * 21 SEP 2205 266 0. .0 1588.0 21 SEP 0530 67 0. .0 1588.0 * 21 SEP 1350 167 0. .0 1588.0 * 21 SEP 2210 267 0. .0 1588.0 21 SEP 0535 68 0. .0 1588.0 * 21 SEP 1355 168 0. .0 1588.0 * 21 SEP 2215 268 0. .0 1588.0 I 21 SEP 0540 69 0. .0 1588.0 * 21 SEP 1400 169 0. .0 1588.0 * 21 SEP 2220 269 0. .0 1588.0 21 SEP 0545 70 0. .0 1588.0 * 21 SEP 1405 170 0. .0 1588.0 * 21 SEP 2225 270 0. .0 1588.0 21 SEP 0550 71 0. .0 1588.0 * 21 SEP 1410 171 0. .0 1588.0 * 21 SEP 2230 271 0. .0 1588.0 21 SEP 0555 72 0. .0 1588.0 * 21 SEP 1415 172 0. .0 1588.0 * 21 SEP 2235 272 0. .0 1588.0 21 SEP 0600 73 0. .0 1588.0 * 21 SEP 1420 173 0. .0 1588.0 * 21 SEP 2240 273 0. .0 1588.0 I 21 SEP 0605 74 0. .0 1588.0 * 21 SEP 1425 174 0. .0 1588.0 * 21 SEP 2245 274 0. .0 1588.0 21 SEP 0610 75 0. .0 1588.0 * 21 SEP 1430 175 0. .0 1588.0 * 21 SEP 2250 275 0. .0 1588.0 21 SEP 0615 76 0. .0 1588.0 * 21 SEP 1435 176 0. .0 1588.0 * 21 SEP 2255 276 0. .0 1588.0 21 SEP 0620 77 0. .0 1588.0 * 21 SEP 1440 177 0. .0 1588.0 * 21 SEP 2300 277 0. .0 1588.0 I 21 SEP 0625 78 0. .0 1588.0 * 21 SEP 1445 178 0. .0 1588.0 * 21 SEP 2305 278 0. .0 1588.0 21 SEP 0630 79 0. .0 1588.0 * 21 SEP 1450 179 0. .0 1588.0 * 21 SEP 2310 279 0. .0 1588.0 21 SEP 0635 80 0. .0 1588.0 * 21 SEP 1455 180 0. .0 1588.0 * 21 SEP 2315 280 0. .0 1588.0 21 SEP 0640 81 0. .0 1588.0 * 21 SEP 1500 181 0. .0 1588.0 * 21 SEP 2320 281 0. .0 1588.0 21 SEP 0645 82 0. .0 1588.0 * 21 SEP 1505 182 0. .0 1588.0 * 21 SEP 2325 282 0. .0 1588.0 I 21 SEP 0650 83 0. .0 1588.0 * 21 SEP 1510 183 0. .0 1588.0 * 21 SEP 2330 283 0. .0 1588.0 21 SEP 0655 84 0. .0 1588.0 * 21 SEP 1515 184 0. .0 1588.0 * 21 SEP 2335 284 0. .0 1588.0 21 SEP 0700 85 0. .0 1588.0 * 21 SEP 1520 185 0. .0 1588.0 * 21 SEP 2340 285 0. .0 1588.0 21 SEP 0705 86 0. .0 1588.0 * 21 SEP 1525 186 0. .0 1588.0 * 21 SEP 2345 286 0. .0 1588.0 I 21 SEP 0710 87 0. .0 1588.0 * 21 SEP 1530 187 0. .0 1588.0 * 21 SEP 2350 287 0. .0 1588.0 21 SEP 0715 88 0. .0 1588.0 * 21 SEP 1535 188 0. .0 1588.0 * 21 SEP 2355 288 0. .0 1588.0 21 SEP 0720 89 0. .0 1588.0 * 21 SEP 1540 189 0. .0 1588.0 * 22 SEP 0000 289 0. .0 1588.0 21 SEP 0725 90 0. .0 1588.0 * 21 SEP 1545 190 0. .0 1588.0 * 22 SEP 0005 290 0. .0 1588.0 21 SEP 0730 91 0. .0 1588.0 * 21 SEP 1550 191 0. .0 1588.0 * 22 SEP 0010 291 0. .0 1588.0 I 21 SEP 0735 92 0. .0 1588.0 * 21 SEP 1555 192 0. .0 1588.0 * 22 SEP 0015 292 0. .0 1588.0 21 SEP 0740 93 0. .0 1588.0 * 21 SEP 1600 193 0. .0 1588.0 * 22 SEP 0020 293 0. .0 1588.0 21 SEP 0745 94 0. .0 1588.0 * 21 SEP 1605 194 0. .0 1588.0 * 22 SEP 0025 294 0. .0 1588.0 21 SEP 0750 95 0. .0 1588.0 * 21 SEP 1610 195 0. .0 1588.0 * 22 SEP 0030 295 0. .0 1588.0 I 21 SEP 0755 96 0. .0 1588.0 * 21 SEP 1615 196 0. .0 1588.0 * 22 SEP 0035 296 0. .0 1588.0 21 SEP 0800 97 0. .0 1588.0 * 21 SEP 1620 197 0. .0 1588.0 * 22 SEP 0040 297 0. .0 1588.0 21 SEP 0805 98 0. .0 1588.0 * 21 SEP 1625 198 0. .0 1588.0 * 22 SEP 0045 298 0. .0 1588.0 21 SEP 0810 99 0. .0 1588.0 * 21 SEP 1630 199 0. .0 1588.0 * 22 SEP 0050 299 0. .0 1588.0 * * 22 SEP 0055 300 O. .0 1588.0 21 SEP 0815 100 0. .0 1588.0 21 SEP 1635 200 0. .0 1588.0 I * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW I (CFS) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 93. .08 (CFS) 26. 7. 6. 6. (INCHES) 4.011 4.011 4.011 4.011 (AC -FT) 13. 13. 13. 13. IIIPEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 13. .08 2. 1. 1. 1. PEAK STAGE TIME MAXIMUM AVERAGE STAGE I (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR 1595.70 .00 1590.00 1588.50 1588.48 1588.48 CUMULATIVE AREA = .06 SC MI * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** 1 ` * * 1 44 KK * H * * * 47 KO OUTPUT CONTROL VARIABLES I IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE I HYDROGRAPH ROUTING DATA 48 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1569.40 INITIAL CONDITION I X .00 WORKING R AND D COEFFICIENT 49 SV STORAGE .0 .0 1.6 4.5 9.3 4 4 50 SE ELEVATION 1566.00 1566.01 1568.00 1570.00 1572.00 51 SG DISCHARGE 0. 14. 40. 92. 136. * ** * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 14. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) I HYDROGRAPH AT STATION H * * I DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * 21 SEP 0000 1 76. 3.6 1569.4 * 21 SEP 0820 101 0. .0 1566.0 * 21 SEP 1640 201 0. .0 1566.0 21 SEP 0005 2 76. 3.6 1569.4 * 21 SEP 0825 102 0. .0 1566.0 * 21 SEP 1645 202 0. .0 1566.0 21 SEP 0010 3 75. 3.6 1569.3 * 21 SEP 0830 103 0. .0 1566.0 * 21 SEP 1650 203 0. .0 1566.0 I 21 SEP 0015 4 74. 3.5 1569.3 * 21 SEP 0835 104 0. .0 1566.0 * 21 SEP 1655 204 0. .0 1566.0 21 SEP 0020 5 73. 3.5 1569.3 * 21 SEP 0840 105 0. .0 1566.0 * 21 SEP 1700 205 0. .0 1566.0 21 SEP 0025 6 72. 3.4 1569.2 * 21 SEP 0845 106 0. .0 1566.0 * 21 SEP 1705 206 0. .0 1566.0 21 SEP 0030 7 71. 3.3 1569.2 * 21 SEP 0850 107 0. .0 1566.0 * 21 SEP 1710 207 0. .0 1566.0 21 SEP 0035 8 70. 3.3 1569.2 * 21 SEP 0855 108 0. .0 1566.0 * 21 SEP 1715 208 0. .0 1566.0 21 SEP 0040 9 69. 3.2 1569.1 * 21 SEP 0900 109 0. .0 1566.0 * 21 SEP 1720 209 0. .0 1566.0 21 SEP 0045 10 68. 3.2 1569.1 * 21 SEP 0905 110 0. .0 1566.0 * 21 SEP 1725 210 0. .0 1566.0 21 SEP 0050 11 67. 3.1 1569.0 * 21 SEP 0910 111 0. .0 1566.0 * 21 SEP 1730 211 0. .0 1566.0 21 SEP 0055 12 66. 3.1 1569.0 * 21 SEP 0915 112 0. .0 1566.0 * 21 SEP 1735 212 0. .0 1566.0 I 21 SEP 0100 13 65. 3.0 1568.9 * 21 SEP 0920 113 0. .0 1566.0 * 21 SEP 1740 213 0. .0 1566.0 21 SEP 0105 14 63. 2.9 1568.9 * 21 SEP 0925 114 0. .0 1566.0 * 21 SEP 1745 214 0. .0 1566.0 21 SEP 0110 15 62. 2.8 1568.8 * 21 SEP 0930 115 0. .0 1566.0 * 21 SEP 1750 215 0. .0 1566.0 21 SEP 0115 16 60. 2.7 1568.8 * 21 SEP 0935 116 0. .0 1566.0 * 21 SEP 1755 216 0. .0 1566.0 I 21 SEP 0120 17 59. 2.6 1568.7 * 21 SEP 0940 117 0. .0 1566.0 * 21 SEP 1800 217 0. .0 1566.0 21 SEP 0125 18 57. 2.6 1568.6 * 21 SEP 0945 118 0. .0 1566.0 * 21 SEP 1805 218 0. .0 1566.0 21 SEP 0130 19 55. 2.5 1568.6 * 21 SEP 0950 119 0. .0 1566.0 * 21 SEP 1810 219 0. .0 1566.0 21 SEP 0135 20 54. 2.4 1568.5 * 21 SEP 0955 120 0. .0 1566.0 * 21 SEP 1815 220 0. .0 1566.0 21 SEP 0140 21 52. 2.3 1568.4 * 21 SEP 1000 121 0. .0 1566.0 * 21 SEP 1820 221 0. .0 1566.0 1 21 SEP 0145 22 49. 2.1 1568.4 * 21 SEP 1005 122 0. .0 1566.0 * 21 SEP 1825 222 0. .0 1566.0 21 SEP 0150 23 47. 2.0 1568.3 * 21 SEP 1010 123 0.' .0 1566.0 * 21 SEP 1830 223 0. .0 1566.0 21 SEP 0155 24 45. 1.9 1568.2 * 21 SEP 1015 124 0. .0 1566.0 * 21 SEP 1835 224 0. .0 1566.0 21 SEP 0200 25 43. 1.8 1568.1 * 21 SEP 1020 125 0. .0 1566.0 * 21 SEP 1840 225 0. .0 1566.0 21 SEP 0205 26 40. 1.6 1568.0 * 21 SEP 1025 126 0. .0 1566.0 * 21 SEP 1845 226 0. .0 1566.0 21 SEP 0210 27 38. 1.5 1567.9 * 21 SEP 1030 127 0. .0 1566.0 * 21 SEP 1850 227 0. .0 1566.0 21 SEP 0215 28 36. 1.4 1567.7 * 21 SEP 1035 128 0. .0 1566.0 * 21 SEP 1855 228 0. .0 1566.0 21 SEP 0220 29 34. 1.2 1567.5 * 21 SEP 1040 129 0. .0 1566.0 * 21 SEP 1900 229 0. .0 1566.0 21 SEP 0225 30 32. 1.1 1567.4 * 21 SEP 1045 130 0. .0 1566.0 * 21 SEP 1905 230 0. .0 1566.0 21 SEP 0230 31 30. 1.0 1567.2 * 21 SEP 1050 131 0. .0 1566.0 * 21 SEP 1910 231 0. .0 1566.0 21 SEP 0235 32 27. .9 1567.0 * 21 SEP 1055 132 0. .0 1566.0 * 21 SEP 1915 232 0. .0 1566.0 21 SEP 0240 33 25. .7 1566.9 * 21 SEP 1100 133 0. .0 1566.0 * 21 SEP 1920 233 0. .0 1566.0 21 SEP 0245 34 23. .6 1566.7 * 21 SEP 1105 134 0. .0 1566.0 * 21 SEP 1925 234 0. .0 1566.0 I 21 SEP 0250 35 21. .5 1566.6 * 21 SEP 1110 135 0. .0 1566.0 * 21 SEP 1930 235 0. .0 1566.0 21 SEP 0255 36 20. .4 1566.5 * 21 SEP 1115 136 0. .0 1566.0 * 21 SEP 1935 236 0. .0 1566.0 21 SEP 0300 37 18. .3 1566.3 * 21 SEP 1120 137 0. .0 1566.0 * 21 SEP 1940 237 0. .0 1566.0 21 SEP 0305 38 16. .2 1566.2 * 21 SEP 1125 138 0. .0 1566.0 * 21 SEP 1945 238 0. .0 1566.0 21 SEP 0310 39 15. .1 1566.1 * 21 SEP 1130 139 0. .0 1566.0 * 21 SEP 1950 239 0. .0 1566.0 21 SEP 0315 40 14. .0 1566.0 * 21 SEP 1135 140 0. .0 1566.0 * 21 SEP 1955 240 0. .0 1566.0 21 SEP 0320 41 0. .0 1566.0 * 21 SEP 1140 141 0. .0 1566.0 * 21 SEP 2000 241 0. .0 1566.0 21 SEP 0325 42 3. .0 1566.0 * 21 SEP 1145 142 0. .0 1566.0 * 21 SEP 2005 242 0. .0 1566.0 21 SEP 0330 43 1. .0 1566.0 * 21 SEP 1150 143 0. .0 1566.0 * 21 SEP 2010 243 0. .0 1566.0 1 21 SEP 0335 44 2. .0 1566.0 * 21 SEP 1155 144 0. .0 1566.0 * 21 SEP 2015 244 0. .0 1566.0 21 SEP 0340 45 1. .0 1566.0 * 21 SEP 1200 145 0. .0 1566.0 * 21 SEP 2020 245 0. .0 1566.0 21 SEP 0345 46 1. .0 1566.0 * 21 SEP 1205 146 0. .0 1566.0 * 21 SEP 2025 246 0. .0 1566.0 21 SEP 0350 47 1. .0 1566.0 * 21 SEP 1210 147 0. .0 1566.0 * 21 SEP 2030 247 0. .0 1566.0 21 SEP 0355 48 1. .0 1566.0 * 21 SEP 1215 148 0. .0 1566.0 * 21 SEP 2035 248 0. .0 1566.0 1 21 SEP 0400 49 0. .0 1566.0 * 21 SEP 1220 149 0. .0 1566.0 * 21 SEP 2040 249 0. .0 1566.0 21 SEP 0405 50 0. .0 1566.0 * 21 SEP 1225 150 0. .0 1566.0 * 21 SEP 2045 250 0. .0 1566.0 21 SEP 0410 51 0. .0 1566.0 * 21 SEP 1230 151 0. .0 1566.0 * 21 SEP 2050 251 0. .0 1566.0 21 SEP 0415 52 0. .0 1566.0 * 21 SEP 1235 152 0. .0 1566.0 * 21 SEP 2055 252 0. .0 1566.0 I 21 SEP 0420 53 0. .0 1566.0 * 21 SEP 1240 153 0. .0 1566.0 * 21 SEP 2100 253 0. .0 1566.0 21 SEP 0425 54 0. .0 1566.0 * 21 SEP 1245 154 0. .0 1566.0 * 21 SEP 2105 254 0. .0 1566.0 21 SEP 0430 55 0. .0 1566.0 * 21 SEP 1250 155 0. .0 1566.0 * 21 SEP 2110 255 0. .0 1566.0 21 SEP 0435 56 0. .0 1566.0 * 21 SEP 1255 156 0. .0 1566.0 * 21 SEP 2115 256 0. .0 1566.0 21 SEP 0440 57 0. .0 1566.0 * 21 SEP 1300 157 0. .0 1566.0 * 21 SEP 2120 257 0. .0 1566.0 I 21 SEP 0445 58 0. .0 1566.0 * 21 SEP 1305 158 0. .0 1566.0 * 21 SEP 2125 258 0. .0 1566.0 21 SEP 0450 59 0. .0 1566.0 * 21 SEP 1310 159 0. .0 1566.0 * 21 SEP 2130 259 0. .0 1566.0 21 SEP 0455 60 0. .0 1566.0 * 21 SEP 1315 160 0. .0 1566.0 * 21 SEP 2135 260 0. .0 1566.0 21 SEP 0500 61 0. .0 1566.0 * 21 SEP 1320 161 0. .0 1566.0 * 21 SEP 2140 261 0. .0 1566.0 21 SEP 0505 62 0. .0 1566.0 * 21 SEP 1325 162 0. .0 1566.0 * 21 SEP 2145 262 0. .0 1566.0 i 21 SEP 0510 63 0. .0 1566.0 21 SEP 1330 163 0. .0 1566.0 * 21 SEP 2150 263 0. .0 1566.0 21 SEP 0515 64 0. .0 1566.0 * 21 SEP 1335 164 0. .0 1566.0 * 21 SEP 2155 264 0. .0 1566.0 21 SEP 0520 65 0. .0 1566.0 * 21 SEP 1340 165 0. .0 1566.0 * 21 SEP 2200 265 0. .0 1566.0 21 SEP 0525 66 0. .0 1566.0 * 21 SEP 1345 166 0. .0 1566.0 * 21 SEP 2205 266 0. .0 1566.0 21 SEP 0530 67 0. .0 1566.0 * 21 SEP 1350 167 0. .0 1566.0 * 21 SEP 2210 267 0. .0 1566.0 21 SEP 0535 68 0. .0 1566.0 * 21 SEP 1355 168 0. .0 1566.0 * 21 SEP 2215 268 0. .0 1566.0 21 SEP 0540 69 0. .0 1566.0 * 21 SEP 1400 169 0. .0 1566.0 * 21 SEP 2220 269 0. .0 1566.0 I 21 SEP 0545 70 0. .0 1566.0 * 21 SEP 1405 170 0. .0 1566.0 * 21 SEP 2225 270 0. .0 1566.0 21 SEP 0550 71 0. .0 1566.0 * 21 SEP 1410 171 0. .0 1566.0 * 21 SEP 2230 271 0. .0 1566.0 21 SEP 0555 72 0. .0 1566.0 * 21 SEP 1415 172 0. .0 1566.0 * 21 SEP 2235 272 0. .0 1566.0 21 SEP 0600 73 0. .0 1566.0 * 21 SEP 1420 173 0. .0 1566.0 * 21 SEP 2240 273 0. .0 1566.0 I 21 SEP 0605 74 0. .0 1566.0 * 21 SEP 1425 174 0. .0 1566.0 * 21 SEP 2245 274 0. .0 1566.0 21 SEP 0610 75 0. .0 1566.0 * 21 SEP 1430 175 0. .0 1566.0 * 21 SEP 2250 275 0. .0 1566.0 21 SEP 0615 76 0. .0 1566.0 * 21 SEP 1435 176 0. .0 1566.0 * 21 SEP 2255 276 0. .0 1566.0 21 SEP 0620 77 0. .0 1566.0 * 21 SEP 1440 177 0. .0 1566.0 * 21 SEP 2300 277 0. .0 1566.0 21 SEP 0625 78 0. .0 1566.0 * 21 SEP 1445 178 0. .0 1566.0 * 21 SEP 2305 278 0. .0 1566.0 I 21 SEP 0630 79 0. .0 1566.0 * 21 SEP 1450 179 0. .0 1566.0 * 21 SEP 2310 279 0. .0 1566.0 21 SEP 0635 80 0. .0 1566.0 * 21 SEP 1455 180 0. .0 1566.0 * 21 SEP 2315 280 0. .0 1566.0 21 SEP 0640 81 0. .0 1566.0 * 21 SEP 1500 181 0. .0 1566.0 * 21 SEP 2320 281 0. .0 1566.0 21 SEP 0645 82 0. .0 1566.0 * 21 SEP 1505 182 0. .0 1566.0 * 21 SEP 2325 282 0. .0 1566.0 I 21 SEP 0650 83 0. .0 1566.0 * 21 SEP 1510 183 0. .0 1566.0 * 21 SEP 2330 283 0. .0 1566.0 21 SEP 0655 84 0. .0 1566.0 * 21 SEP 1515 184 0. .0 1566.0 * 21 SEP 2335 284 0. .0 1566.0 21 SEP 0700 85 0. .0 1566.0 * 21 SEP 1520 185 0. .0 1566.0 * 21 SEP 2340 285 0. .0 1566.0 21 SEP 0705 86 0. .0 1566.0 * 21 SEP 1525 186 0. .0 1566.0.* 21 SEP 2345 286 0. .0 1566.0 21 SEP 0710 87 0. .0 1566.0 * 21 SEP 1530 187 0. .0 1566.0 * 21 SEP 2350 287 0. .0 1566.0 I 21 SEP 0715 88 0. .0 1566.0 * 21 SEP 1535 188 0. .0 1566.0 * 21 SEP 2355 288 0. .0 1566.0 21 SEP 0720 89 0. .0 1566.0 * 21 SEP 1540 189 0. .0 1566.0 * 22 SEP 0000 289 0. .0 1566.0 21 SEP 0725 90 0. .0 1566.0 * 21 SEP 1545 190 0. .0 1566.0 * 22 SEP 0005 290 0. .0 1566.0 21 SEP 0730 91 0. .0 1566.0 * 21 SEP 1550 191 0. .0 1566.0 * 22 SEP 0010 291 0. .0 1566.0 I 21 SEP 0735 92 0. .0 1566.0 * 21 SEP 1555 192 0. .0 1566.0 * 22 SEP 0015 292 0. .0 1566.0 21 SEP 0740 93 0. .0 1566.0 * 21 SEP 1600 193 0. .0 1566.0 * 22 SEP 0020 293 0. .0 1566.0 21 SEP 0745 94 0. .0 1566.0 * 21 SEP 1605 194 0. .0 1566.0 * 22 SEP 0025 294 0. .0 1566.0 21 SEP 0750 95 0. .0 1566.0 * 21 SEP 1610 195 0. .0 1566.0 * 22 SEP 0030 295 0. .0 1566.0 21 SEP 0755 96 0. .0 1566.0 * 21 SEP 1615 196 0. .0 1566.0 * 22 SEP 0035 296 0. .0 1566.0 I 21 SEP 0800 97 0. .0 1566.0 * 21 SEP 1620 197 0. .0 1566.0 * 22 SEP 0040 297 0. .0 1566.0 21 SEP 0805 98 0. .0 1566.0 * 21 SEP 1625 198 0. .0 1566.0 * 22 SEP 0045 298 0. .0 1566.0 21 SEP 0810 99 0. .0 1566.0 * 21 SEP 1630 199 0. .0 1566.0 * 22 SEP 0050 299 0. .0 1566.0 21 SEP 0815 100 0. .0 1566.0 * 21 SEP 1635 200 0. .0 1566.0 * 22 SEP 0055 300 0. .0 1566.0 * * I PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR 76. .08 (CFS) 27. 7. 6. 6. (INCHES) 2.930 2.930 2.930 2.930 (AC -FT) 13. 13. 13. 13. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 4. .08 1. 0. 0. 0. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6-HR 24 -HR 72-HR 24.92 -HR 1569.40 .00 1567.17 1566.29 1566.28 1566.28 CUMULATIVE AREA = .09 SO MI 1 *** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** *** * ** *** * ** * ** *** * ** *** * ** * ** * ** *** * ** * ** * ** * ** *** *** * ** * ** * ** I * * 64 KK * A 66 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPL0T 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA 67 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1586.10 INITIAL CONDITION s X .00 WORKING R AND D COEFFICIENT il 68 SV STORAGE .0 .0 1.3 4.2 10.1 18.8 29.9 69 SE ELEVATION 1578.00 1578.01 1580.00 1582.00 1584.00 1586.00 1588.00 70 SO DISCHARGE 0. 13. 18. 31. 44. 44. 44. 1 * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 13. i THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) HYDROGRAPH AT STATION A * * i DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * i 21 SEP 0000 1 44. 19.4 1586.1 * 21 SEP 0820 101 0. .0 1578.0 * 21 SEP 1640 201 0. .0 1578.0 21 SEP 0005 2 44. 19.2 1586.1 * 21 SEP 0825 102 0. .0 1578.0 * 21 SEP 1645 202 0. .0 1578.0 21 SEP 0010 3 44. 19.1 1586.0 * 21 SEP 0830 103 0. .0 1578.0 * 21 SEP 1650 203 0. .0 1578.0 21 SEP 0015 4 44. 18.9 1586.0 * 21 SEP 0835 104 0. .0 1578.0 * 21 SEP 1655 204 0. .0 1578.0 21 SEP 0020 5 44. 18.8 1586.0 * 21 SEP 0840 105 0. .0 1578.0 * 21 SEP 1700 205 0. .0 1578.0 21 SEP 0025 6 44. 18.6 1586.0 * 21 SEP 0845 106 0. .0 1578.0 * 21 SEP 1705 206 0. .0 1578.0 21 SEP 0030 7 44. 18.4 1585.9 * 21 SEP 0850 107 0. .0 1578.0 * 21 SEP 1710 207 0. .0 1578.0 I 21 SEP 0035 8 44. 18.3 1585.9 * 21 SEP 0855 108 0. .0 1578.0 * 21 SEP 1715 208 0. .0 1578.0 21 SEP 0040 9 44. 18.1 1585.8 * 21 SEP 0900 109 0. .0 1578.0 * 21 SEP 1720 209 0. .0 1578.0 21 SEP 0045 10 44. 17.9 1585.8 * 21 SEP 0905 110 0. .0 1578.0 * 21 SEP 1725 210 0. .0 1578.0 21 SEP 0050 11 44. 17.8 1585.8 * 21 SEP 0910 111 0. .0 1578.0 * 21 SEP 1730 211 0. .0 1578.0 21 SEP 0055 12 44. 17.6 1585.7 * 21 SEP 0915 112 0. .0 1578.0 * 21 SEP 1735 212 0. .0 1578.0 I 21 SEP 0100 13 44. 17.4 1585.7 * 21 SEP 0920 113 0. .0 1578.0 * 21 SEP 1740 213 0. .0 1578.0 21 SEP 0105 14 44. 17.2 1585.6 * 21 SEP 0925 114 0. .0 1578.0 * 21 SEP 1745 214 0. .0 1578.0 21 SEP 0110 15 44. 17.1 1585.6 * 21 SEP 0930 115 0. .0 1578.0 * 21 SEP 1750 215 0. .0 1578.0 21 SEP 0115 16 44. 16.9 1585.6 * 21 SEP 0935 116 0. .0 1578.0 * 21 SEP 1755 216 0. .0 1578.0 21 SEP 0120 17 44. 16.7 1585.5 * 21 SEP 0940 117 0. .0 1578.0 * 21 SEP 1800 217 0. .0 1578.0 I 21 SEP 0125 18 44. 16.5 1585.5 * 21 SEP 0945 118 0. .0 1578.0 * 21 SEP 1805 218 0. .0 1578.0 21 SEP 0130 19 44. 16.3 1585.4 * 21 SEP 0950 119 0.. .0 1578.0 * 21 SEP 1810 219 0. .0 1578.0 21 SEP 0135 20 44. 16.1 1585.4 * 21 SEP 0955 120 0. .0 1578.0 * 21 SEP 1815 220 0. .0 1578.0 21 SEP 0140 21 44. 15.9 1585.3 * 21 SEP 1000 121 0. .0 1578.0 * 21 SEP 1820 221 0. .0 1578.0 I 21 SEP 0145 22 44. 15.7 1585.3 * 21 SEP 1005 122 0. .0 1578.0 * 21 SEP 1825 222 0. .0 1578.0 21 SEP 0150 23 44. 15.5 1585.2 * 21 SEP 1010 123 0. .0 1578.0 * 21 SEP 1830 223 0. .0 1578.0 21 SEP 0155 24 44. 15.2 1585.2 * 21 SEP 1015 124 0. .0 1578.0 * 21 SEP 1835 224 0. .0 1578.0 21 SEP 0200 25 44. 15.0 1585.1 * 21 SEP 1020 125 0. .0 1578.0 * 21 SEP 1840 225 0. .0 1578.0 21 SEP 0205 26 44. 14.8 1585.1 * 21 SEP 1025 126 0. .0 1578.0 * 21 SEP 1845 226 0. .0 1578.0 I 21 SEP 0210 27 44. 14.5 1585.0 * 21 SEP 1030 127 0. .0 1578.0 * 21 SEP 1850 227 0. .0 1578.0 21 SEP 0215 28 44. 14.3 1585.0 * 21 SEP 1035 128 0. .0 1578.0 * 21 SEP 1855 228 0. .0 1578.0 21 SEP 0220 29 44. 14.1 1584.9 * 21 SEP 1040 129 0. .0 1578.0 * 21 SEP 1900 229 0. .0 1578.0 1 21 SEP 0225 30 44. 13.8 1584.8 * 21 SEP 1045 130 0. .0 1578.0 * 21 SEP 1905 230 0. .0 1578.0 1 I 21 SEP 0230 31 44. 13.6 1584.8 * 21 SEP 1050 131 0. .0 1578.0 * 21 SEP 1910 231 0. .0 1578.0 1 21 SEP 0235 32 44. 13.3 1584.7 * 21 SEP 1055 132 0. .0 1578.0 * 21 SEP 1915 232 0. .0 1578.0 1 21 SEP 0240 33 44. 13.0 1584.7 * 21 SEP 1100 133 0. .0 1578.0 * 21 SEP 1920 233 0. .0 1578.0 21 SEP 0245 34 44. 12.8 1584.6 * 21 SEP 1105 134 0. .0 1578.0 * 21 SEP 1925 234 0. .0 1578.0 21 SEP 0250 35 44. 12.5 1584.5 * 21 SEP 1110 135 0. .0 1578.0 * 21 SEP 1930 235 0. .0 1578.0 s I 21 SEP 0255 36 44. 12.2 1584.5 * 21 SEP 1115 136 0. .0 1578.0 * 21 SEP 1935 236 0. .0 1578.0 t 21 SEP 0300 37 44. 11.9 1584.4 * 21 SEP 1120 137 0. .0 1578.0 * 21 SEP 1940 237 0. .0 1578.0 21 SEP 0305 38 44. 11.6 1584.3 * 21 SEP 1125 138 0. .0 1578.0 * 21 SEP 1945 238 0. .0 1578.0 21 SEP 0310 39 44. 11.3 1584.3 * 21 SEP 1130 139 0. .0 1578.0 * 21 SEP 1950 239 0. .0 1578.0 I 21 SEP 0315 40 44. 11.0 1584.2 * 21 SEP 1135 140 0. .0 1578.0 * 21 SEP 1955 240 0. .0 1578.0 1 21 SEP 0320 41 44. 10.7 1584.1 * 21 SEP 1140 141 0. .0 1578.0 * 21 SEP 2000 241 0. .0 1578.0 21 SEP 0325 42 44. 10.4 1584.1 * 21 SEP 1145 142 0. .0 1578.0 * 21 SEP 2005 242 0. .0 1578.0 21 SEP 0330 43 44. 10.2 1584.0 * 21 SEP 1150 143 0. .0 1578.0 * 21 SEP 2010 243 0. .0 1578.0 21 SEP 0335 44 43. 9.9 1583.9 * 21 SEP 1155 144 0. .0 1578.0 * 21 SEP 2015 244 0. .0 1578.0 r 1 21 SEP 0340 45 42. 9.6 1583.8 * 21 SEP 1200 145 0. .0 1578.0 * 21 SEP 2020 245 0. .0 1578.0 21 SEP 0345 46 42. 9.3 1583.7 * 21 SEP 1205 146 0. .0 1578.0 * 21 SEP 2025 246 0. .0 1578.0 21 SEP 0350 47 41. 9.0 1583.6 * 21 SEP 1210 147 0. .0 1578.0 * 21 SEP 2030 247 0. .0 1578.0 1 21 SEP 0355 48 40. 8.7 1583.5 * 21 SEP 1215 148 0. .0 1578.0 * 21 SEP 2035 248 0. .0 1578.0 s I 21 SEP 0400 49 40. 8.4 1583.4 * 21 SEP 1220 149 0. .0 1578.0 * 21 SEP 2040 249 0. .0 1578.0 21 SEP 0405 50 39. 8.2 1583.3 * 21 SEP 1225 150 0. .0 1578.0 * 21 SEP 2045 250 0. .0 1578.0 21 SEP 0410 51 39. 7.9 1583.2 * 21 SEP 1230 151 0. .0 1578.0 * 21 SEP 2050 251 0. .0 1578.0 21 SEP 0415 52 38. 7.6 1583.2 * 21 SEP 1235 152 0. .0 1578.0 * 21 SEP 2055 252 0. .0 1578.0 21 SEP 0420 53 38. 7.4 1583.1 * 21 SEP 1240 153 0. .0 1578.0 * 21 SEP 2100 253 0. .0 1578.0 I 21 SEP 0425 54 37. 7.1 1583.0 * 21 SEP 1245 154 0. .0 1578.0 * 21 SEP 2105 254 0. .0 1578.0 / 21 SEP 0430 55 36. 6.9 1582.9 * 21 SEP 1250 155 0. .0 1578.0 * 21 SEP 2110 255 0. .0 1578.0 21 SEP 0435 56 36. 6.6 1582.8 * 21 SEP 1255 156 0. .0 1578.0 * 21 SEP 2115 256 0. .0 1578.0 21 SEP 0440 57 35. 6.4 1582.7 * 21 SEP 1300 157 0. .0 1578.0 * 21 SEP 2120 257 0. .0 1578.0 21 SEP 0445 58 35. 6.1 1582.7 * 21 SEP 1305 158 0. .0 1578.0 * 21 SEP 2125 258 0. .0 1578.0 R 21 SEP 0450 59 34. 5.9 1582.6 21 SEP 1310 159 0. .0 1578.0 * 21 SEP 2130 259 0. .0 1578.0 21 SEP 0455 60 34. 5.7 1582.5 * 21 SEP 1315 160 0. .0 1578.0 * 21 SEP 2135 260 0. .0 1578.0 I 21 SEP 0500 61 33. 5.4 1582.4 * 21 SEP 1320 161 0. .0 1578.0 * 21 SEP 2140 261 0. .0 1578.0 21 SEP 0505 62 33. 5.2 1582.3 * 21 SEP 1325 162 0. .0 1578.0 * 21 SEP 2145 262 0. .0 1578.0 21 SEP 0510 63 32. 5.0 1582.3 * 21 SEP 1330 163 0. .0 1578.0 * 21 SEP 2150 263 0. .0 1578.0 21 SEP 0515 64 32. 4.8 1582.2 * 21 SEP 1335 164 0. .0 1578.0 * 21 SEP 2155 264 0. .0 1578.0 21 SEP 0520 65 31. 4.6 1582.1 * 21 SEP 1340 165 0. .0 1578.0 * 21 SEP 2200 265 0. .0 1578.0 I 21 SEP 0525 66 31. 4.3 1582.0 * 21 SEP 1345 166 0. .0 1578.0 * 21 SEP 2205 266 0. .0 1578.0 21 SEP 0530 67 30. 4.1 1582.0 * 21 SEP 1350 167 0. .0 1578.0 * 21 SEP 2210 267 0. .0 1578.0 21 SEP 0535 68 29. 3.9 1581.8 * 21 SEP 1355 168 0. .0 1578.0 * 21 SEP 2215 268 0. .0 1578.0 21 SEP 0540 69 28. 3.7 1581.7 * 21 SEP 1400 169 0. .0 1578.0 * 21 SEP 2220 269 0. .0 1578.0 I 21 SEP 0545 70 28. 3.5 1581.5 * 21 SEP 1405 170 0. .0 1578.0 * 21 SEP 2225 270 0. .0 1578.0 21 SEP 0550 71 27. 3.3 1581.4 * 21 SEP 1410 171 0. .0 1578.0 * 21 SEP 2230 271 0. .0 1578.0 21 SEP 0555 72 26. 3.2 1581.3 * 21 SEP 1415 172 0. .0 1578.0 * 21 SEP 2235 272 0. .0 1578.0 21 SEP 0600 73 25. 3.0 1581.2 * 21 SEP 1420 173 0. .0 1578.0 * 21 SEP 2240 273 0. .0 1578.0 21 SEP 0605 74 25. 2.8 1581.0 * 21 SEP 1425 174 0. .0 1578.0 * 21 SEP 2245 274 0. .0 1578.0 I 21 SEP 0610 75 24. 2.6 1580.9 * 21 SEP 1430 175 0. .0 1578.0 * 21 SEP 2250 275 0. .0 1578.0 21 SEP 0615 76 23. 2.5 1580.8 * 21 SEP 1435 176 0. .0 1578.0 * 21 SEP 2255 276 0. .0 1578.0 21 SEP 0620 77 22. 2.3 1580.7 * 21 SEP 1440 177 0. .0 1578.0 * 21 SEP 2300 277 0. .0 1578.0 21 SEP 0625 78 22. 2.2 1580.6 * 21 SEP 1445 178 0. .0 1578.0 * 21 SEP 2305 278 0. .0 1578.0 I 21 SEP 0630 79 21. 2.0 1580.5 * 21 SEP 1450 179 0. .0 1578.0 * 21 SEP 2310 279 0. .0 1578.0 21 SEP 0635 80 21. 1.9 1580.4 * 21 SEP 1455 180 0. .0 1578.0 * 21 SEP 2315 280 0. .0 1578.0 21 SEP 0640 81 20. 1.7 1580.3 * 21 SEP 1500 181 0. .0 1578.0 * 21 SEP 2320 281 0. .0 1578.0 21 SEP 0645 82 19. 1.6 1580.2 * 21 SEP 1505 182 0. .0 1578.0 * 21 SEP 2325 282 0. .0 1578.0 21 SEP 0650 83 19. 1.5 1580.1 * 21 SEP 1510 183 0. .0 1578.0 * 21 SEP 2330 283 0. .0 1578.0 1 21 SEP 0655 84 18. 1.4 1580.0 * 21 SEP 1515 184 0. .0 1578.0 * 21 SEP 2335 284 0. .0 1578.0 21 SEP 0700 85 18. 1.2 1579.8 * 21 SEP 1520 185 0. .0 1578.0 * 21 SEP 2340 285 0. .0 1578.0 21 SEP 0705 86 17. 1.1 1579.7 * 21 SEP 1525 186 0. .0 1578.0 * 21 SEP 2345 286 0. .0 1578.0 21 SEP 0710 87 17. 1.0 1579.5 * 21 SEP 1530 187 0. .0 1578.0 * 21 SEP 2350 287 0. .0 1578.0 I 21 SEP 0715 88 16. .9 1579.3 * 21 SEP 1535 188 0. .0 1578.0 * 21 SEP 2355 288 0. .0 1578.0 21 SEP 0720 89 16. .8 1579.1 * 21 SEP 1540 189 0. .0 1578.0 * 22 SEP 0000 289 0. .0 1578.0 21 SEP 0725 90 15. .7 1579.0 * 21 SEP 1545 190 0. .0 1578.0 * 22 SEP 0005 290 0. .0 1578.0 21 SEP 0730 91 15. .5 1578.8 * 21 SEP 1550 191 0. .0 1578.0 * 22 SEP 0010 291 0. .0 1578.0 21 SEP 0735 92 15. .4 1578.7 * 21 SEP 1555 192 0. .0 1578.0 * 22 SEP 0015 292 0. .0 1578.0 21 SEP 0740 93 14. .3 1578.5 * 21 SEP 1600 193 0. .0 1578.0 * 22 SEP 0020 293 0. .0 1578.0 21 SEP 0745 94 14. .3 1578.4 * 21 SEP 1605 194 0. .0 1578.0 * 22 SEP 0025 294 0. .0 1578.0 21 SEP 0750 95 13. .2 1578.2 * 21 SEP 1610 195 0. .0 1578.0 * 22 SEP 0030 295 0. .0 1578.0 21 SEP 0755 96 13. .1 1578.1 * 21 SEP 1615 196 0. .0 1578.0 * 22 SEP 0035 296 0. .0 1578.0 21 SEP 0800 97 5. .0 1578.0 * 21 SEP 1620 197 0. .0 1578.0 * 22 SEP 0040 297 0. .0 1578.0 I 21 SEP 0805 98 0. .0 1578.0 * 21 SEP 1625 198 0. .0 1578.0 * 22 SEP 0045 298 0. .0 1578.0 21 SEP 0810 99 0. .0 1578.0 * 21 SEP 1630 199 0. .0 1578.0 * 22 SEP 0050 299 0. .0 1578.0 21 SEP 0815 100 0. .0 1578.0 * 21 SEP 1635 200 0. .0 1578.0 * 22 SEP 0055 300 0. .0 1578.0 * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 44. .08 (CFS) 40. 11. 11. 11. (INCHES) 2.475 2.851 2.851 2.851 (AC -FT) 20. 23. 23. 23. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR 19. .08 12. 3. 3. 3. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR I 1586.10 .00 1584.14 1579.67 1579.61 1579.61 CUMULATIVE AREA = .15 SG MI 1 * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** *** * ** * ** *** * ** * ** *** * ** * ** * ** * ** * ** * ** 1 * w 76 KK * D * i * * 78 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA 1 79 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES 1 ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1612.60 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 80 SV STORAGE .0 .0 1.7 4.4 9.6 17.8 28.6 1 81 SE ELEVATION 1610.00 1610.01 1612.00 1614.00 1616.00 1618.00 1620.00 82 SG DISCHARGE 0. 25. 35. 58. 83. 83. 83. i *** * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 25. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. I THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) i HYDROGRAPH AT STATION D * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE I * * 21 SEP 0000 1 42. 2.5 1612.6 * 21 SEP 0820 101 0. .0 1610.0 * 21 SEP 1640 201 0. .0 1610.0 21 SEP 0005 2 42. 2.5 1612.6 * 21 SEP 0825 102 0. .0 1610.0 * 21 SEP 1645 202 0. .0 1610.0 21 SEP 0010 3 42. 2.5 1612.6 * 21 SEP 0830 103 0. .0 1610.0 * 21 SEP 1650 203 0. .0 1610.0 I 21 SEP 0015 4 42. 2.5 1612.6 * 21 SEP 0835 104 0. .0 1610.0 * 21 SEP 1655 204 0. .0 1610.0 21 SEP 0020 5 42. 2.6 1612.6 * 21 SEP 0840 105 0. .0 1610.0 * 21 SEP 1700 205 0. .0 1610.0 21 SEP 0025 6 42. 2.6 1612.6 * 21 SEP 0845 106 0. .0 1610.0 * 21 SEP 1705 206 0. .0 1610.0 21 SEP 0030 7 42. 2.6 1612.7 * 21 SEP 0850 107 0. .0 1610.0 * 21 SEP 1710 207 0. .0 1610.0 21 SEP 0035 8 42. 2.6 1612.7 * 21 SEP 0855 108 0. .0 1610.0 * 21 SEP 1715 208 0. .0 1610.0 21 SEP 0040 9 42. 2.6 1612.7 * 21 SEP 0900 109 0. .0 1610.0 * 21 SEP 1720 209 0. .0 1610.0 21 SEP 0045 10 42. 2.6 1612.7 * 21 SEP 0905 110 0. .0 1610.0 * 21 SEP 1725 210 0. .0 1610.0 21 SEP 0050 11 42. 2.6 1612.7 * 21 SEP 0910 111 0. .0 1610.0 * 21 SEP 1730 211 0. .0 1610.0 21 SEP 0055 12 43. 2.6 1612.7 * 21 SEP 0915 112 0. .0 1610.0 * 21 SEP 1735 212 0. .0 1610.0 21 SEP 0100 13 43. 2.6 1612.7 * 21 SEP 0920 113 0. .0 1610.0 * 21 SEP 1740 213 0. .0 1610.0 I 21 SEP 0105 14 43. 2.6 1612.7 * 21 SEP 0925 114 0. .0 1610.0 * 21 SEP 1745 214 0. .0 1610.0 21 SEP 0110 15 43. 2.6 1612.7 * 21 SEP 0930 115 0. .0 1610.0 * 21 SEP 1750 215 0. .0 1610.0 21 SEP 0115 16 43. 2.6 1612.7 * 21 SEP 0935 116 0. .0 1610.0 * 21 SEP 1755 216 0. .0 1610.0 21 SEP 0120 17 43. 2.7 1612.7 * 21 SEP 0940 117 0. .0 1610.0 * 21 SEP 1800 217 0. .0 1610.0 I 21 SEP 0125 18 43. 2.7 1612.7 * 21 SEP 0945 118 0. .0 1610.0 * 21 SEP 1805 218 0. .0 1610.0 21 SEP 0130 19 43. 2.7 1612.7 * 21 SEP 0950 119 0. .0 1610.0 * 21 SEP 1810 219 0. .0 1610.0 1 21 SEP 0135 20 43. 2.7 1612.7 * 21 SEP 0955 120 0. .0 1610.0 * 21 SEP 1815 220 0. .0 1610.0 21 SEP 0140 21 43. 2.7 1612.7 * 21 SEP 1000 121 0. .0 1610.0 * 21 SEP 1820 221 0. .0 1610.0 I 21 SEP 0145 22 43. 2.7 1612.7 * 21 SEP 1005 122 0. .0 1610.0 * 21 SEP 1825 222 0. .0 1610.0 21 SEP 0150 23 43. 2.7 1612.7 * 21 SEP 1010 123 0. .0 1610.0 * 21 SEP 1830 223 0. .0 1610.0 ti 21 SEP 0155 24 43. 2.7 1612.7 * 21 SEP 1015 124 0. .0 1610.0 * 21 SEP 1835 224 0. .0 1610.0 € 21 SEP 0200 25 43. 2.7 1612.7 * 21 SEP 1020 125 0. .0 1610.0 * 21 SEP 1840 225 0. .0 1610.0 21 SEP 0205 26 43. 2.7 1612.7 * 21 SEP 1025 126 0. .0 1610.0 * 21 SEP 1845 226 0. .0 1610.0 ¢ I 21 SEP 0210 27 43. 2.7 1612.7 * 21 SEP 1030 127 0. .0 1610.0 * 21 SEP 1850 227 0. .0 1610.0 21 SEP 0215 28 43. 2.7 1612.7 * 21 SEP 1035 128 0. .0 1610.0 * 21 SEP 1855 228 0. .0 1610.0 21 SEP 0220 29 43. 2.7 1612.7 * 21 SEP 1040 129 0. .0 1610.0 * 21 SEP 1900 229 0. .0 1610.0 21 SEP 0225 30 43. 2.7 1612.7 * 21 SEP 1045 130 0. .0 1610.0 * 21 SEP 1905 230 0. .0 1610.0 [ I 21 SEP 0230 31 43. 2.7 1612.7 * 21 SEP 1050 131 0. .0 1610.0 * 21 SEP 1910 231 0. .0 1610.0 21 SEP 0235 32 43. 2.7 1612.7 * 21 SEP 1055 132 0. .0 1610.0 * 21 SEP 1915 232 0. .0 1610.0 21 SEP 0240 33 43. 2.7 1612.8 * 21 SEP 1100 133 0. .0 1610.0 * 21 SEP 1920 233 0. .0 1610.0 t 21 SEP 0245 34 43. 2.7 1612.8 * 21 SEP 1105 134 0. .0 1610.0 * 21 SEP 1925 234 0. .0 1610.0 21 SEP 0250 35 43. 2.7 1612.8 * 21 SEP 1110 135 0. .0 1610.0 * 21 SEP 1930 235 0. .0 1610.0 I 21 SEP 0255 36 43. 2.7 1612.8 * 21 SEP 1115 136 0. .0 1610.0 * 21 SEP 1935 236 0. .0 1610.0 21 SEP 0300 37 43. 2.7 1612.8 * 21 SEP 1120 137 0. .0 1610.0 * 21 SEP 1940 237 0. .0 1610.0 21 SEP 0305 38 43. 2.7 1612.8 * 21 SEP 1125 138 0. .0 1610.0 * 21 SEP 1945 238 0. .0 1610.0 21 SEP 0310 39 43. 2.7 1612.8 * 21 SEP 1130 139 0. .0 1610.0 * 21 SEP 1950 239 0. .0 1610.0 21 SEP 0315 40 43. 2.7 1612.8 * 21 SEP 1135 140 0. .0 1610.0 * 21 SEP 1955 240 0. .0 1610.0 I 21 SEP 0320 41 43. 2.7 1612.8 * 21 SEP 1140 141 0. .0 1610.0 * 21 SEP 2000 241 0. .0 1610.0 21 SEP 0325 42 43. 2.7 1612.8 * 21 SEP 1145 142 0. .0 1610.0 * 21 SEP 2005 242 0. .0 1610.0 21 SEP 0330 43 43. 2.7 1612.8 * 21 SEP 1150 143 0. .0 1610.0 * 21 SEP 2010 243 0. .0 1610.0 21 SEP 0335 44 43. 2.7 1612.8 * 21 SEP 1155 144 0. .0 1610.0 * 21 SEP 2015 244 0. .0 1610.0 I 21 SEP 0340 45 43. 2.7 1612.8 * 21 SEP 1200 145 0. .0 1610.0 * 21 SEP 2020 245 0. .0 1610.0 21 SEP 0345 46 43. 2.7 1612.8 * 21 SEP 1205 146 0. .0 1610.0 * 21 SEP 2025 246 0. .0 1610.0 21 SEP 0350 47 43. 2.7 1612.7 * 21 SEP 1210 147 0. .0 1610.0 * 21 SEP 2030 247 0. .0 1610.0 21 SEP 0355 48 43. 2.7 1612.7 * 21 SEP 1215 148 0. .0 1610.0 * 21 SEP 2035 248 0. .0 1610.0 t I 21 SEP 0400 49 43. 2.7 1612.7 * 21 SEP 1220 149 0. .0 1610.0 * 21 SEP 2040 249 0. .0 1610.0 21 SEP 0405 50 43. 2.6 1612.7 * 21 SEP 1225 150 0. .0 1610.0 * 21 SEP 2045 250 0. .0 1610.0 21 SEP 0410 51 42. 2.6 1612.7 * 21 SEP 1230 151 0. .0 1610.0 * 21 SEP 2050 251 0. .0 1610.0 21 SEP 0415 52 42. 2.6 1612.7 * 21 SEP 1235 152 0. .0 1610.0 * 21 SEP 2055 252 0. .0 1610.0 21 SEP 0420 53 42. 2.6 1612.6 * 21 SEP 1240 153 0. .0 1610.0 * 21 SEP 2100 253 0. .0 1610.0 I 21 SEP 0425 54 42. 2.5 1612.6 * 21 SEP 1245 154 0. .0 1610.0 * 21 SEP 2105 254 0. .0 1610.0 i d- 21 SEP 0430 55 41. 2.5 1612.6 * 21 SEP 1250 155 0. .0 1610.0 * 21 SEP 2110 255 0. .0 1610.0 21 SEP 0435 56 41. 2.5 1612.6 * 21 SEP 1255 156 0. .0 1610.0 * 21 SEP 2115 256 0. .0 1610.0 21 SEP 0440 57 41. 2.4 1612.5 * 21 SEP 1300 157 0. .0 1610.0 * 21 SEP 2120 257 0. .0 1610.0 21 SEP 0445 58 40. 2.4 1612.5 * 21 SEP 1305 158 0. .0 1610.0 * 21 SEP 2125 258 0. .0 1610.0 21 SEP 0450 59 40. 2.3 1612.5 * 21 SEP 1310 159 0. .0 1610.0 * 21 SEP 2130 259 0. .0 1610.0 21 SEP 0455 60 40. 2.3 1612.5 * 21 SEP 1315 160 0. .0 1610.0 * 21 SEP 2135 260 0. .0 1610.0 21 SEP 0500 61 39. 2.3 1612.4 * 21 SEP 1320 161 0. .0 1610.0 * 21 SEP 2140 261 0. .0 1610.0 I 21 SEP 0505 62 39. 2.2 1612.4 * 21 SEP 1325 162 0. .0 1610.0 * 21 SEP 2145 262 0. .0 1610.0 21 SEP 0510 63 39. 2.2 1612.4 * 21 SEP 1330 163 0. .0 1610.0 * 21 SEP 2150 263 0. .0 1610.0 21 SEP 0515 64 38. 2.1 1612.3 * 21 SEP 1335 164 0. .0 1610.0 * 21 SEP 2155 264 0. .0 1610.0 21 SEP 0520 65 38. 2.1 1612.3 * 21 SEP 1340 165 0. .0 1610.0 * 21 SEP 2200 265 0. .0 1610.0 I 21 SEP 0525 66 38. 2.0 1612.3 * 21 SEP 1345 166 0. .0 1610.0 * 21 SEP 2205 266 0. .0 1610.0 21 SEP 0530 67 37. 2.0 1612.2 * 21 SEP 1350 167 0. .0 1610.0 * 21 SEP 2210 267 0. .0 1610.0 21 SEP 0535 68 37. 1.9 1612.2 * 21 SEP 1355 168 0. .0 1610:0 * 21 SEP 2215 268 0. .0 1610.0 21 SEP 0540 69 36. 1.9 1612.2 * 21 SEP 1400 169 0. .0 1610.0 * 21 SEP 2220 269 0. .0 1610.0 21 SEP 0545 70 36. 1.8 1612.1 * 21 SEP 1405 170 0. .0 1610.0 * 21 SEP 2225 270 0. .0 1610.0 I 21 SEP 0550 71 35. 1.8 1612.1 * 21 SEP 1410 171 0. .0 1610.0 * 21 SEP 2230 271 0. .0 1610.0 21 SEP 0555 72 35. 1.7 1612.0 * 21 SEP 1415 172 0. .0 1610.0 * 21 SEP 2235 272 0. .0 1610.0 21 SEP 0600 73 34. 1.7 1612.0 * 21 SEP 1420 173 0. .0 1610.0 * 21 SEP 2240 273 0. .0 1610.0 21 SEP 0605 74 34. 1.6 1611.9 * 21 SEP 1425 174 0. .0 1610.0 * 21 SEP 2245 274 0. .0 1610.0 I 21 SEP 0610 75 34. 1.5 1611.8 * 21 SEP 1430 175 0. .0 1610.0 * 21 SEP 2250 275 0. .0 1610.0 21 SEP 0615 76 33. 1.5 1611.7 * 21 SEP 1435 176 0. .0 1610.0 * 21 SEP 2255 276 0. .0 1610.0 21 SEP 0620 77 33. 1.4 1611.7 * 21 SEP 1440 177 0. .0 1610.0 * 21 SEP 2300 277 0. .0 1610.0 21 SEP 0625 78 32. 1.3 1611.6 * 21 SEP 1445 178 0. .0 1610.0 * 21 SEP 2305 278 0. .0 1610.0 21 SEP 0630 79 32. 1.2 1611.5 * 21 SEP 1450 179 0. .0 1610.0 * 21 SEP 2310 279 0. .0 1610.0 I 21 SEP 0635 80 31. 1.2 1611.4 * 21 SEP 1455 180 0. .0 1610.0 * 21 SEP 2315 280 0. .0 1610.0 21 SEP 0640 81 31. 1.1 1611.3 * 21 SEP 1500 181 0. .0 1610.0 * 21 SEP 2320 281 0. .0 1610.0 21 SEP 0645 82 31. 1.0 1611.2 * 21 SEP 1505 182 0. .0 1610.0 * 21 SEP 2325 282 0. .0 1610.0 21 SEP 0650 83 30. .9 1611.1 * 21 SEP 1510 183 0. .0 1610.0 * 21 SEP 2330 283 0. .0 1610.0 I 21 SEP 0655 84 30. .9 1611.0 * 21 SEP 1515 184 0. .0 1610.0 * 21 SEP 2335 284 0. .0 1610.0 21 SEP 0700 85 29. .8 1610.9 * 21 SEP 1520 185 0. .0 1610.0 * 21 SEP 2340 285 0. .0 1610.0 21 SEP 0705 86 29. .7 1610.8 * 21 SEP 1525 186 0. .0 1610.0 * 21 SEP 2345 286 0. .0 1610.0 21 SEP 0710 87 28. .6 1610.7 * 21 SEP 1530 187 0. .0 1610.0 * 21 SEP 2350 287 0. .0 1610.0 21 SEP 0715 88 28. .5 1610.7 * 21 SEP 1535 188 0. .0 1610.0 * 21 SEP 2355 288 0. .0 1610.0 21 SEP 0720 89 27. .5 1610.6 * 21 SEP 1540 189 0. .0 1610.0 * 22 SEP 0000 289 0. .0 1610.0 21 SEP 0725 90 27. .4 1610.5 * 21 SEP 1545 190 0. .0 1610.0 * 22 SEP 0005 290 0. .0 1610.0 21 SEP 0730 91 26. .3 1610.4 * 21 SEP 1550 191 0. .0 1610.0 * 22 SEP 0010 291 0. .0 1610.0 21 SEP 0735 92 26. .2 1610.3 * 21 SEP 1555 192 0. .0 1610.0 * 22 SEP 0015 292 0. .0 1610.0 21 SEP 0740 93 25. .2 1610.2 * 21 SEP 1600 193 0. .0 1610.0 * 22 SEP 0020 293 0. .0 1610.0 I 21 SEP 0745 94 25. .1 1610.1 * 21 SEP 1605 194 0. .0 1610.0 * 22 SEP 0025 294 0. .0 1610.0 21 SEP 0750 95 24. .0 1610.0 * 21 SEP 1610 195 0. .0 1610.0 * 22 SEP 0030 295 0. .0 1610.0 21 SEP 0755 96 5. .0 1610.0 * 21 SEP 1615 196 0. .0 1610.0 * 22 SEP 0035 296 0. .0 1610.0 21 SEP 0800 97 12. .0 1610.0 * 21 SEP 1620 197 0. .0 1610.0 * 22 SEP 0040 297 0. .0 1610.0 I 21 SEP 0805 98 0. .0 1610.0 * 21 SEP 1625 198 0. .0 1610.0 * 22 SEP 0045 298 0. .0 1610.0 21 SEP 0810 99 0. .0 1610.0 * 21 SEP 1630 199 0. .0 1610.0 * 22 SEP 0050 299 0. .0 1610.0 21 SEP 0815 100 0. .0 1610.0 * 21 SEP 1635 200 0. .0 1610.0 * 22 SEP 0055 300 0. .0 1610.0 * * I PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (NR) 6 -HR 24 -HR 72-HR 24.92 -HR 43. 3.50 (CFS) 42. 13. 12. 12. i (INCHES) 1.627 1.995 1.995 1.995 (AC -FT) 21. 25. 25. 25. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC-FT) (HR) 6-HR 24-HR 72 -HR 24.92 -HR 3. 3.50 3. 1. 1. 1. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (NR) 6 -HR 24-HR 72 -HR 24.92-HR 1612.76 3.50 1612.61 1610.73 1610.70 1610.70 CUMULATIVE AREA = .24 SO MI I *** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** 1 85 KK * E * t * * 87 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL 1 i OSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA I g 88 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION I RSVRIC 1597.50 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 89 SV STORAGE .0 .0 1.8 4.3 7.8 12.9 19.6 I 90 SE ELEVATION 1592.00 1592.01 1594.00 1596.00 1598.00 1600.00 1602.00 91 SO DISCHARGE 0. 3. 4. 6. 9. 9. 9. HYDROGRAPH AT STATION E * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE I * 21 SEP 0000 1 8. 6.9 1597.5 * 21 SEP 0820 101 4. 2.6 1594.7 * 21 SEP 1640 201 3. .3 1592.3 21 SEP 0005 2 8. 6.9 1597.5 * 21 SEP 0825 102 4. 2.6 1594.6 * 21 SEP 1645 202 3. .3 1592.3 21 SEP 0010 3 8. 6.8 1597.4 * 21 SEP 0830 103 4. 2.6 1594.6 * 21 SEP 1650 203 3. .3 1592.3 21 SEP 0015 4 8. 6.7 1597.4 * 21 SEP 0835 104 4. 2.5 1594.6 * 21 SEP 1655 204 3. .2 1592.3 I 21 SEP 0020 5 8. 6.7 1597.4 * 21 SEP 0840 105 4. 2.5 1594.6 * 21 SEP 1700 205 3. .2 1592.2 21 SEP 0025 6 8. 6.6 1597.3 * 21 SEP 0845 106 4. 2.5 1594.5 * 21 SEP 1705 206 3. .2 1592.2 21 SEP 0030 7 8. 6.6 1597.3 * 21 SEP 0850 107 4. 2.5 1594.5 * 21 SEP 1710 207 3. .2 1592.2 21 SEP 0035 8 8. 6.5 1597.3 * 21 SEP 0855 108 4. 2.4 1594.5 * 21 SEP 1715 208 3. .2 1592.2 21 SEP 0040 9 8. 6.5 1597.3 * 21 SEP 0900 109 4. 2.4 1594.5 * 21 SEP 1720 209 3. .1 1592.2 21 SEP 0045 10 8. 6.4 1597.2 * 21 SEP 0905 110 4. 2.4 1594.5 * 21 SEP 1725 210 3. .1 1592.1 21 SEP 0050 11 8. 6.4 1597.2 * 21 SEP 0910 111 4. 2.3 1594.4 * 21 SEP 1730 211 3. .1 1592.1 s 21 SEP 0055 12 8. 6.3 1597.2 * 21 SEP 0915 112 4. 2.3 1594.4 * 21 SEP 1735 212 3. .1 1592.1 21 SEP 0100 13 8. 6.3 1597.1 * 21 SEP 0920 113 4. 2.3 1594.4 * 21 SEP 1740 213 3. .1 1592.1 21 SEP 0105 14 8. 6.2 1597.1 * 21 SEP 0925 114 4. 2.3 1594.4 * 21 SEP 1745 214 3. .0 1592.1 21 SEP 0110 15 7. 6.2 1597.1 * 21 SEP 0930 115 4. 2.2 1594.3 * 21 SEP 1750 215 3. .0 1592.0 21 SEP 0115 16 7. 6.1 1597.0 * 21 SEP 0935 116 4. 2.2 1594.3 * 21 SEP 1755 216 3. .0 1592.0 21 SEP 0120 17 7. 6.1 1597.0 * 21 SEP 0940 117 4. 2.2 1594.3 * 21 SEP 1800 217 0. .0 1592.0 21 SEP 0125 18 7. 6.0 1597.0 * 21 SEP 0945 118 4. 2.1 1594.3 * 21 SEP 1805 218 0. .0 1592.0 .0 1592.0 21 SEP 0130 19 7. 6.0 1597.0 * 21 SEP 0950 119 4. 2.1 1594.3 * 21 SEP 1810 219 0. 21 SEP 0135 20 7. 5.9 1596.9 * 21 SEP 0955 120 4. 2.1 1594.2 * 21 SEP 1815 220 0. .0 1592.0 21 SEP 0140 21 7. 5.9 1596.9 * 21 SEP 1000 121 4. 2.1 1594.2 * 21 SEP 1820 221 0. .0 1592.0 21 SEP 0145 22 7. 5.8 1596.9 * 21 SEP 1005 122 4. 2.0 1594.2 * 21 SEP 1825 222 0. .0 1592.0 21 SEP 0150 23 7. 5.8 1596.8 * 21 SEP 1010 123 4. 2.0 1594.2 * 21 SEP 1830 223 0. .0 1592.0 21 SEP 0155 24 7. 5.7 1596.8 * 21 SEP 1015 124 4. 2.0 1594.1 * 21 SEP 1835 224 0. .0 1592.0 21 SEP 0200 25 7. 5.7 1596.8 * 21 SEP 1020 125 4. 2.0 1594.1 * 21 SEP 1840 225 0. .0 1592.0 21 SEP 0205 26 7. 5.6 1596.8 * 21 SEP 1025 126 4. 1.9. 1594.1 * 21 SEP 1845 226 0. .0 1592.0 I 21 SEP 0210 27 7. 5.6 1596.7 * 21 SEP 1030 127 4. 1.9 1594.1 * 21 SEP 1850 227 0. .0 1592.0 21 SEP 0215 28 7. 5.5 1596.7 * 21 SEP 1035 128 4. 1.9 1594.1 * 21 SEP 1855 228 0. .0 1592.0 21 SEP 0220 29 7. 5.5 1596.7 * 21 SEP 1040 129 4. 1.9 1594.0 * 21 SEP 1900 229 0. .0 1592.0 21 SEP 0225 30 7. 5.4 1596.6 * 21 SEP 1045 130 4. 1.8 1594.0 * 21 SEP 1905 230 0. .0 1592.0 21 SEP 0230 31 7. 5.4 1596.6 * 21 SEP 1050 131 4. 1.8 1594.0 * 21 SEP 1910 231 0. .0 1592.0 I 21 SEP 0235 32 7. 5.3 1596.6 * 21 SEP 1055 132 4. 1.8 1594.0 * 21 SEP 1915 232 0. .0 1592.0 21 SEP 0240 33 7. 5.3 1596.6 * 21 SEP 1100 133 4. 1.8 1593.9 * 21 SEP 1920 233 0. .0 1592.0 21 SEP 0245 34 7. 5.2 1596.5 * 21 SEP 1105 134 4. 1.7 1593.9 * 21 SEP 1925 234 0. .0 1592.0 21 SEP 0250 35 7. 5.2 1596.5 * 21 SEP 1110 135 4. 1.7 1593.9 * 21 SEP 1930 235 0. .0 1592.0 21 SEP 0255 36 7. 5.1 1596.5 * 21 SEP 1115 136 4. 1.7 1593.9 * 21 SEP 1935 236 0. .0 1592.0 I 21 SEP 0300 37 7. 5.1 1596.5 * 21 SEP 1120 137 4. 1.7 1593.8 * 21 SEP 1940 237 0. .0 1592.0 21 SEP 0305 38 7. 5.0 1596.4 * 21 SEP 1125 138 4. 1.6 1593.8 * 21 SEP 1945 238 0. .0 1592.0 21 SEP 0310 39 7. 5.0 1596.4 * 21 SEP 1130 139 3. 1.6 1593.8 * 21 SEP 1950 239 0. .0 1592.0 21 SEP 0315 40 7. 5.0 1596.4 * 21 SEP 1135 140 3. 1.6 1593.8 * 21 SEP 1955 240 0. .0 1592.0 I 21 SEP 0320 41 7. 4.9 1596.4 * 21 SEP 1140 141 3. 1.6 1593.7 * 21 SEP 2000 241 0. .0 1592.0 21 SEP 0325 42 7. 4.9 1596.3 * 21 SEP 1145 142 3. 1.5 1593.7 * 21 SEP 2005 242 0. .0 1592.0 21 SEP 0330 43 6. 4.8 1596.3 * 21 SEP 1150 143 3. 1.5 1593.7 * 21 SEP 2010 243 0. .0 1592.0 21 SEP 0335 44 6. 4.8 1596.3 * 21 SEP 1155 144 3. 1.5 1593.7 * 21 SEP 2015 244 0. .0 1592.0 21 SEP 0340 45 6. 4.7 1596.3 * 21 SEP 1200 145 3. 1.5 1593.6 * 21 SEP 2020 245 0. .0 1592.0 I 21 SEP 0345 46 6. 4.7 1596.2 * 21 SEP 1205 146 3. 1.4 1593.6 * 21 SEP 2025 246 0. .0 1592.0 21 SEP 0350 47 6. 4.6 1596.2 * 21 SEP 1210 147 3. 1.4 1593.6 * 21 SEP 2030 247 0. .0 1592.0 21 SEP 0355 48 6. 4.6 1596.2 * 21 SEP 1215 148 3. 1.4 1593.5 * 21 SEP 2035 248 0. .0 1592.0 21 SEP 0400 49 6. 4.6 1596.2 * 21 SEP 1220 149 3. 1.4 1593.5 * 21 SEP 2040 249 0. .0 1592.0 I 21 SEP 0405 50 6. 4.5 1596.1 * 21 SEP 1225 150 3. 1.4 1593.5 * 21 SEP 2045 250 0. .0 1592.0 21 SEP 0410 51 6. 4.5 1596.1 * 21 SEP 1230 151 3. 1.3 1593.5 * 21 SEP 2050 251 0. .0 1592.0 21 SEP 0415 52 6. 4.4 1596.1 * 21 SEP 1235 152 3. 1.3 1593.4 * 21 SEP 2055 252 0. .0 1592.0 21 SEP 0420 53 6. 4.4 1596.1 * 21 SEP 1240 153 3. 1.3 1593.4 * 21 SEP 2100 253 0. .0 1592.0 21 SEP 0425 54 6. 4.3 1596.0 * 21 SEP 1245 154 3. 1.3 1593.4 * 21 SEP 2105 254 0. .0 1592.0 A F 21 SEP 0430 55 6. 4.3 1596.0 * 21 SEP 1250 155 3. 1.2 1593.4 * 21 SEP 2110 255 0. .0 1592.0 21 SEP 0435 56 6. 4.3 1596.0 * 21 SEP 1255 156 3. 1.2 1593.3 * 21 SEP 2115 256 0. .0 1592.0 I 21 SEP 0440 57 6. 4.2 1595.9 * 21 SEP 1300 157 3. 1.2 1593.3 * 21 SEP 2120 257 0. .0 1592.0 21 SEP 0445 58 6. 4.2 1595.9 * 21 SEP 1305 158 3. 1.2 1593.3 * 21 SEP 2125 258 0. .0 1592.0 21 SEP 0450 59 6. 4.1 1595.9 * 21 SEP 1310 159 3. 1.2 1593.3 * 21 SEP 2130 259 0. .0 1592.0 21 SEP 0455 60 6. 4.1 1595.8 * 21 SEP 1315 160 3. 1.1 1593.2 * 21 SEP 2135 260 0. .0 1592.0 21 SEP 0500 61 6. 4.0 1595.8 * 21 SEP 1320 161 3. 1.1' 1593.2 * 21 SEP 2140 261 0. .0 1592.0 I 21 SEP 0505 62 6. 4.0 1595.8 * 21 SEP 1325 162 3. 1.1 1593.2 * 21 SEP 2145 262 0. .0 1592.0 21 SEP 0510 63 6. 4.0 1595.7 * 21 SEP 1330 163 3. 1.1 1593.2 * 21 SEP 2150 263 0. .0 1592.0 21 SEP 0515 64 6. 3.9 1595.7 * 21 SEP 1335 164 3. 1.0 1593.2 * 21 SEP 2155 264 0. .0 1592.0 21 SEP 0520 65 6. 3.9 1595.7 * 21 SEP 1340 165 3. 1.0 1593.1 * 21 SEP 2200 265 0. .0 1592.0 21 SEP 0525 66 6. 3.8 1595.7 * 21 SEP 1345 166 3. 1.0 1593.1 * 21 SEP 2205 266 0. .0 1592.0 I 21 SEP 0530 67 6. 3.8 1595.6 * 21 SEP 1350 167 3. 1.0 1593.1 * 21 SEP 2210 267 0. .0 1592.0 21 SEP 0535 68 6. 3.8 1595.6 * 21 SEP 1355 168 3. 1.0 1593.1 * 21 SEP 2215 268 0. .0 1592.0 21 SEP 0540 69 6. 3.7 1595.6 * 21 SEP 1400 169 3. .9 1593.0 * 21 SEP 2220 269 0. .0 1592.0 21 SEP 0545 70 6. 3.7 1595.5 * 21 SEP 1405 170 3. .9 1593.0 * 21 SEP 2225 270 0. .0 1592.0 I 21 SEP 0550 71 5. 3.7 1595.5 * 21 SEP 1410 171 3. .9 1593.0 * 21 SEP 2230 271 0. .0 1592.0 21 SEP 0555 72 5. 3.6 1595.5 * 21 SEP 1415 172 3. .9 1593.0 * 21 SEP 2235 272 0. .0 1592.0 21 SEP 0600 73 5. 3.6 1595.4 * 21 SEP 1420 173 3. .8 1592.9 * 21 SEP 2240 273 0. .0 1592.0 21 SEP 0605 74 5. 3.5 1595.4 * 21 SEP 1425 174 3. .8 1592.9 * 21 SEP 2245 274 0. .0 1592.0 21 SEP 0610 75 5. 3.5 1595.4 * 21 SEP 1430 175 3. .8 1592.9 * 21 SEP 2250 275 0. .0 1592.0 I 21 SEP 0615 76 5. 3.5 1595.3 * 21 SEP 1435 176 3. .8 1592.9 * 21 SEP 2255 276 0. .0 1592.0 21 SEP 0620 77 5. 3.4 1595.3 * 21 SEP 1440 177 3. .8 1592.8 * 21 SEP 2300 277 0. .0 1592.0 21 SEP 0625 78 5. 3.4 1595.3 * 21 SEP 1445 178 3. .7 1592.8 * 21 SEP 2305 278 0. .0 1592.0 21 SEP 0630 79 5. 3.4 1595.3 * 21 SEP 1450 179 3. .7 1592.8 * 21 SEP 2310 279 0. .0 1592.0 I 21 SEP 0635 80 5. 3.3 1595.2 * 21 SEP 1455 180 3. .7 1592.8 * 21 SEP 2315 280 0. .0 1592.0 21 SEP 0640 81 5. 3.3 1595.2 * 21 SEP 1500 181 3. .7 1592.8 * 21 SEP 2320 281 0. .0 1592.0 21 SEP 0645 82 5. 3.3 1595.2 * 21 SEP 1505 182 3. .7 1592.7 * 21 SEP 2325 282 0. .0 1592.0 21 SEP 0650 83 5. 3.2 1595.1 * 21 SEP 1510 183 3. .6 1592.7 * 21 SEP 2330 283 0. .0 1592.0 21 SEP 0655 84 5. 3.2 1595.1 * 21 SEP 1515 184 3. .6 1592.7 * 21 SEP 2335 284 0. .0 1592.0 21 SEP 0700 85 5. 3.2 1595.1 * 21 SEP 1520 185 3. .6 1592.7 * 21 SEP 2340 285 0. .0 1592.0 21 SEP 0705 86 5. 3.1 1595.1 * 21 SEP 1525 186 3. .6 1592.6 * 21 SEP 2345 286 0. .0 1592.0 21 SEP 0710 87 5. 3.1 1595.0 * 21 SEP 1530 187 3. .6 1592.6 * 21 SEP 2350 287 0. .0 1592.0 i 21 SEP 0715 88 5. 3.1 1595.0 * 21 SEP 1535 188 3. .5 1592.6 * 21 SEP 2355 288 0. .0 1592.0 I 21 SEP 0720 89 5. 3.0 1595.0 * 21 SEP 1540 189 3. .5 1592.6 * 22 SEP 0000 289 0. .0 1592.0 21 SEP 0725 90 5. 3.0 1595.0 * 21 SEP 1545 190 3. .5 1592.6 * 22 SEP 0005 290 0. .0 1592.0 21 SEP 0730 91 5. 3.0 1594.9 * 21 SEP 1550 191 3. .5 1592.5 * 22 SEP 0010 291 0. .0 1592.0 21 SEP 0735 92 5. 2.9 1594.9 * 21 SEP 1555 192 3: .5 1592.5 * 22 SEP 0015 292 0. .0 1592.0 21 SEP 0740 93 5. 2.9 1594.9 * 21 SEP 1600 193 3. .4 1592.5 * 22 SEP 0020 293 0. .0 1592.0 21 SEP 0745 94 5. 2.9 1594.8 * 21 SEP 1605 194 3. .4 1592.5 * 22 SEP 0025 294 0. .0 1592.0 21 SEP 0750 95 5. 2.8 1594.8 * 21 SEP 1610 195 3. .4 1592.4 * 22 SEP 0030 295 0. .0 1592.0 21 SEP 0755 96 5. 2.8 .1594.8 * 21 SEP 1615 196 3. .4 1592.4 * 22 SEP 0035 296 0. .0 1592.0 21 SEP 0800 97 5. 2.8 1594.8 * 21 SEP 1620 197 3. .4 1592.4 * 22 SEP 0040 297 0. .0 1592.0 21 SEP 0805 98 5. 2.7 1594.7 * 21 SEP 1625 198 3. .3 1592.4 * 22 SEP 0045 298 0. .0 1592.0 21 SEP 0810 99 5. 2.7 1594.7 * 21 SEP 1630 199 3. .3 1592.4 * 22 SEP 0050 299 0. .0 1592.0 21 SEP 0815 100 4. 2.7 1594.7 * 21 SEP 1635 200 3. .3 1592.3 * 22 SEP 0055 300 0. .0 1592.0 * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6-HR 24 -HR 72 -HR 24.92-HR 8. .08 (CFS) 7. 3. 3. 3. (INCHES) .709 1.473 1.473 1.473 (AC -FT) 3. 7. 7. 7. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 7. .08 5. 2. 2. 2. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72-HR 24.92-HR 1597.50 .00 1596.47 1593.94 1593.86 1593.86 CUMULATIVE AREA = .09 SG MI * ** *** * ** * ** *** *** * ** *** * ** * ** *** * ** * ** * ** * ** * ** *** *** * ** * ** * ** * ** * ** * ** * ** *** * ** *** * ** * ** *** * ** * ** I * * 95 KK * F * * * I 97 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA 98 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES 1TYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1546.70 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 99 SV STORAGE .0 .0 2.5 7.9 16.0 27.1 41.0 57.0 74.9 1 100 SE ELEVATION 1536.00 1536.01 1538.00 1540.00 1542.00 1544.00 1546.00 1548.00 1550.00 101 SO DISCHARGE 0. 10. 15. 24. 35. 35. 35. 35. 35. * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 10. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) HYDROGRAPH AT STATION F 1 DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * I 21 SEP 0000 1 35. 46.6 1546.7 * 21 SEP 0820 101 35. 22.6 1543.2 * 21 SEP 1640 201 16. 3.4 1538.3 21 SEP 0005 2 35. 46.3 1546.7 * 21 SEP 0825 102 35. 22.3 1543.1 * 21 SEP 1645 202 16. 3.3 1538.3 #'# 21 SEP 0010 3 35. 46.1 1546.6 * 21 SEP 0830 103 35. 22.1 1543.1 * 21 SEP 1650 203 16. 3.2 1538.3 21 SEP 0015 4 35. 45.9 1546.6 * 21 SEP 0835 104 35. 21.8 1543.0 * 21 SEP 1655 204 16. 3.1 1538.2 I 21 SEP 0020 5 35. 45.6 1546.6 * 21 SEP 0840 105 35. 21.6 1543.0 * 21 SEP 1700 205 15. 3.0 1538.2 21 SEP 0025 6 35. 45.4 1546.5 * 21 SEP 0845 106 35. 21.4 1543.0 * 21 SEP 1705 206 15. 2.9 1538.1 21 SEP 0030 7 35. 45.1 1546.5 * 21 SEP 0850 107 35. 21.1 1542.9 * 21 SEP 1710 207 15. 2.8 1538.1 21 SEP 0035 8 35. 44.9 1546.5 * 21 SEP 0855 108 35. 20.9 1542.9 * 21 SEP 1715 208 15. 2.7 1538.1 21 SEP 0040 9 35. 44.7 1546.5 * 21 SEP 0900 109 35. 20.6 1542.8 * 21 SEP 1720 209 15. 2.6 1538.0 I 21 SEP 0045 10 35. 44.4 1546.4 * 21 SEP 0905 110 35. 20.4 1542.8 * 21 SEP 1725 210 14. 2.5 1538.0 21 SEP 0050 11 35. 44.2 1546.4 * 21 SEP 0910 111 35. 20.1 1542.7 * 21 SEP 1730 211 14. 2.4 1537.9 21 SEP 0055 12 35. 43.9 1546.4 * 21 SEP 0915 112 35. 19.9 1542.7 * 21 SEP 1735 212 14. 2.3 1537.8 21 SEP 0100 13 35. 43.7 1546.3 * 21 SEP 0920 113 35. 19.7 1542.7 * 21 SEP 1740 213 14. 2.2 1537.8 I 21 SEP 0105 14 35. 43.5 1546.3 * 21 SEP 0925 114 35. 19.4 1542.6 * 21 SEP 1745 214 14. 2.1 1537.7 21 SEP 0110 15 35. 43.2 1546.3 * 21 SEP 0930 115 35. 19.2 1542.6 * 21 SEP 1750 215 14. 2.0 1537.6 21 SEP 0115 16 35. 43.0 1546.2 * 21 SEP 0935 116 35. 18.9 1542.5 * 21 SEP 1755 216 13. 1.9 1537.5 21 SEP 0120 17 35. 42.7 1546.2 * 21 SEP 0940 117 35. 18.7 1542.5 * 21 SEP 1800 217 13. 1.8 1537.4 21 SEP 0125 18 35. 42.5 1546.2 * 21 SEP 0945 118 35. 18.5 1542.4 * 21 SEP 1805 218 13. 1.7 1537.4 21 SEP 0130 19 35. 42.3 1546.2 * 21 SEP 0950 119 35. 18.2 1542.4 * 21 SEP 1810 219 13. 1.6 1537.3 * * 21 SEP 0135 20 35. 42.0 1546.1 2 SEP 0955 120 35. 18.0 1542.4 21 SEP 1815 22 0 13. 1.5 1537.2 21 SEP 0140 21 35. 41.8 1546.1 * 21 SEP 1000 121 35. 17.7 1542.3 * 21 SEP 1820 221 13. 1.4 1537.2 21 SEP 0145 22 35. 41.5 1546.1 * 21 SEP 1005 122 35. 17.5 1542.3* 21 SEP 1825 222 13. 1.3 1537.1 21 SEP 0150 23 35. 41.3 1546.0 * 21 SEP 1010 123 35. 17.3 1542.2 * 21 SEP 1830 223 12. 1.3 1537.0 I 21 SEP 0155 24 35. 41.1 1546.0 * 21 SEP 1015 124 35. 17.0 1542.2 * 21 SEP 1835 224 12. 1.2 1536.9 21 SEP 0200 25 35. 40.8 1546.0 * 21 SEP 1020 125 35. 16.8 1542.1 * 21 SEP 1840 225 12. 1.1 1536.9 21 SEP 0205 26 35. 40.6 1545.9 * 21 SEP 1025 126 35. 16.5 1542.1 * 21 SEP 1845 226 12. 1.0 1536.8 21 SEP 0210 27 35. 40.3 1545.9 * 21 SEP 1030 127 35. 16.3 1542.0 * 21 SEP 1850 227 12. .9 1536.7 I 21 SEP 0215 28 35. 40.1 1545.9 * 21 SEP 1035 128 35. 16.1 1542.0 * 21 SEP 1855 228 12. .8 1536.7 21 SEP 0220 29 35. 39.9 1545.8 * 21 SEP 1040 129 35. 15.8 1541.9 * 21 SEP 1900 229 12. .8 1536.6 21 SEP 0225 30 35. 39.6 1545.8 * 21 SEP 1045 130 34. 15.6 1541.9 * 21 SEP 1905 230 11. .7 1536.6 21 SEP 0230 31 35. 39.4 1545.8 * 21 SEP 1050 131 34. 15.4 1541.8 * 21 SEP 1910 231 11. .6 1536.5 21 SEP 0235 32 35. 39.1 1545.7 * 21 SEP 1055 132 34. 15.1 1541.8 * 21 SEP 1915 232 11. .5 1536.4 I 21 SEP 0240 33 35. 38.9 1545.7 * 21 SEP 1100 133 33. 14.9 1541.7 * 21 SEP 1920 233 11. .5 1536.4 21 SEP 0245 34 35. 38.7 1545.7 * 21 SEP 1105 134 33. 14.7 1541.7 * 21 SEP 1925 234 11. .4 1536.3 21 SEP 0250 35 35. 38.4 1545.6 * 21 SEP 1110 135 33. 14.4 1541.6 * 21 SEP 1930 235 11. .3 1536.2 21 SEP 0255 36 35. 38.2 1545.6 * 21 SEP 1115 136 33. 14.2 1541.5 * 21 SEP 1935 236 11. .2 1536.2 21 SEP 0300 37 35. 37.9 1545.6 * 21 SEP 1120 137 32. 14.0 1541.5 * 21 SEP 1940 237 11. .2 1536.1 21 SEP 0305 38 35. 37.7 1545.5 * 21 SEP 1125 138 32. 13.8 1541.4 * 21 SEP 1945 238 10. .1 1536.1 21 SEP 0310 39 35. 37.5 1545.5 * 21 SEP 1130 139 32. 13.5 1541.4 * 21 SEP 1950 239 10. .0 1536.0 21 SEP 0315 40 35. 37.2 1545.5 * 21 SEP 1135 140 31. 13.3 1541.3 * 21 SEP 1955 240 0. .0 1536.0 21 SEP 0320 41 35. 37.0 1545.4 * 21 SEP 1140 141 31. 13.1 1541.3 * 21 SEP 2000 241 0. .0 1536.0 I 21 SEP 0325 42 35. 36.7 1545.4 * 21 SEP 1145 142 31. 12.9 1541.2 * 21 SEP 2005 242 0. .0 1536.0 21 SEP 0330 43 35. 36.5 1545.4 * 21 SEP 1150 143 31. 12.7 1541.2 * 21 SEP 2010 243 0. .0 1536.0 21 SEP 0335 44 35. 36.3 1545.3 * 21 SEP 1155 144 30. 12.5 1541.1 * 21 SEP 2015 244 0. .0 1536.0 21 SEP 0340 45 35. 36.0 1545.3 * 21 SEP 1200 145 30. 12.3 1541.1 * 21 SEP 2020 245 0. .0 1536.0 21 SEP 0345 46 35. 35.8 1545.2 * 21 SEP 1205 146 30. 12.1 1541.0 * 21 SEP 2025 246 0. .0 1536.0 21 SEP 0350 47 35. 35.5 1545.2 * 21 SEP 1210 147 29. 11.9 1541.0 * 21 SEP 2030 247 0. .0 1536.0 21 SEP 0355 48 35. 35.3 1545.2 * 21 SEP 1215 148 29. 11.7 1540.9 * 21 SEP 2035 248 0. .0 1536.0 21 SEP 0400 49 35. 35.1 1545.1 * 21 SEP 1220 149 29. 11.5 1540.9 * 21 SEP 2040 249 0. .0 1536.0 21 SEP 0405 50 35. 34.8 1545.1 * 21 SEP 1225 150 29. 11.3 1540.8 * 21 SEP 2045 250 0. .0 1536.0 1 i 21 SEP 0410 51 35. 34.6 1545.1 * 21 SEP 1230 151 28. 11.1 1540.8 * 21 SEP 2050 251 0. .0 1536.0 21 SEP 0415 52 35. 34.3 1545.0 * 21 SEP 1235 152 28. 10.9 1540.7 * 21 SEP 2055 252 0. .0 1536.0 I 21 SEP 0420 53 35. 34.1 1545.0 * 21 SEP 1240 153 28. 10.7 1540.7 * 21 SEP 2100 253 0. .0 1536.0 21 SEP 0425 54 35. 33.8 1545.0 * 21 SEP 1245 154 28. 10.5 1540.6 * 21 SEP 2105 254 0. .0 1536.0 21 SEP 0430 55 35. 33.6 1544.9 * 21 SEP 1250 155 27. 10.3 1540.6 * 21 SEP 2110 255 0. .0 1536.0 21 SEP 0435 56 35. 33.4 1544.9 * 21 SEP 1255 156 27. 10.1 1540.5 * 21 SEP 2115 256 0. .0 1536.0 21 SEP 0440 57 35. 33.1 1544.9 * 21 SEP 1300 157 27. 9.9 1540.5 * 21 SEP 2120 257 0. .0 1536.0 I 21 SEP 0445 58 35. 32.9 1544.8 * 21 SEP 1305 158 27. 9.7 1540.4 * 21 SEP 2125 258 0. .0 1536.0 21 SEP 0450 59 35. 32.6 1544.8 * 21 SEP 1310 159 26. 9.5 1540.4 * 21 SEP 2130 259 0. .0 1536.0 21 SEP 0455 60 35. 32.4 1544.8 * 21 SEP 1315 160 26. 9.4 1540.4 * 21 SEP 2135 260 0. .0 1536.0 21 SEP 0500 61 35. 32.2 1544.7 * 21 SEP 1320 161 26. 9.2 1540.3 * 21 SEP 2140 261 0. .0 1536.0 21 SEP 0505 62 35. 31.9 1544.7 * 21 SEP 1325 162 26. 9.0 1540.3 * 21 SEP 2145 262 0. .0 1536.0 I 21 SEP 0510 63 35. 31.7 1544.7 * 21 SEP 1330 163 26. 8.8 1540.2 * 21 SEP 2150 263 0. .0 1536.0 21 SEP 0515 64 35. 31.4 1544.6 * 21 SEP 1335 164 25. 8.7 1540.2 * 21 SEP 2155 264 0. .0 1536.0 21 SEP 0520 65 35. 31.2 1544.6 * 21 SEP 1340 165 25. 8.5 1540.1 * 21 SEP 2200 265 0. .0 1536.0 21 SEP 0525 66 35. 31.0 1544.6 * 21 SEP 1345 166 25. 8.3 1540.1 * 21 SEP 2205 266 0. .0 1536.0 I 21 SEP 0530 67 35. 30.7 1544.5 * 21 SEP 1350 167 25. 8.1 1540.1 * 21 SEP 2210 267 0. .0 1536.0 21 SEP 0535 68 35. 30.5 1544.5 * 21 SEP 1355 168 24. 8.0 1540.0 * 21 SEP 2215 268 0. .0 1536.0 21 SEP 0540 69 35. 30.2 1544.5 * 21 SEP 1400 169 24. 7.8 1540.0 * 21 SEP 2220 269 0. .0 1536.0 21 SEP 0545 70 35. 30.0 1544.4 * 21 SEP 1405 170 24. 7.6 1539.9 * 21 SEP 2225 270 0. .0 1536.0 21 SEP 0550 71 35. 29.8 1544.4 * 21 SEP 1410 171 24. 7.5 1539.8 * 21 SEP 2230 271 0. .0 1536.0 I 21 SEP 0555 72 35. 29.5 1544.3 * 21 SEP 1415 172 23. 7.3 1539.8 * 21 SEP 2235 272 0. .0 1536.0 21 SEP 0600 73 35. 29.3 1544.3 * 21 SEP 1420 173 23. 7.2 1539.7 * 21 SEP 2240 273 0. .0 1536.0 21 SEP 0605 74 35. 29.0 1544.3 * 21 SEP 1425 174 23. 7.0 1539.7 * 21 SEP 2245 274 0. .0 1536.0 21 SEP 0610 75 35. 28.8 1544.2 * 21 SEP 1430 175 22. 6.8 1539.6 * 21 SEP 2250 275 0. .0 1536.0 I 21 SEP 0615 76 35. 28.6 1544.2 * 21 SEP 1435 176 22. 6.7 1539.5 * 21 SEP 2255 276 0. .0 1536.0 21 SEP 0620 77 35. 28.3 1544.2 * 21 SEP 1440 177 22. 6.5 1539.5 * 21 SEP 2300 277 0. .0 1536.0 21 SEP 0625 78 35. 28.1 1544.1 * 21 SEP 1445 178 22. 6.4 1539.4 * 21 SEP 2305 278 0. .0 1536.0 21 SEP 0630 79 35. 27.8 1544.1 * 21 SEP 1450 179 21. 6.2 1539.4 * 21 SEP 2310 279 0. .0 1536.0 21 SEP 0635 80 35. 27.6 1544.1 * 21 SEP 1455 180 21. 6.1 1539.3 * 21 SEP 2315 280 0. .0 1536.0 I 21 SEP 0640 81 35. 27.4 1544.0 * 21 SEP 1500 181 21. 5.9 1539.3 * 21 SEP 2320 281 0. .0 1536.0 21 SEP 0645 82 35. 27.1 1544.0 * 21 SEP 1505 182 21. 5.8 1539.2 * 21 SEP 2325 282 0. .0 1536.0 21 SEP 0650 83 35. 26.9 1544.0 * 21 SEP 1510 183 20. 5.7 1539.2 * 21 SEP 2330 283 0. .0 1536.0 21 SEP 0655 84 35. 26.6 1543.9 * 21 SEP 1515 184 20. 5.5 1539.1 * 21 SEP 2335 284 0. .0 1536.0 I 21 SEP 0700 85 35. 26.4 1543.9 * 21 SEP 1520 185 20. 5.4 1539.1 * 21 SEP 2340 285 0. .0 1536.0 21 SEP 0705 86 35. 26.2 1543.8 * 21 SEP 1525 186 20. 5.3 1539.0 * 21 SEP 2345 286 0. .0 1536.0 21 SEP 0710 87 35. 25.9 1543.8 * 21 SEP 1530 187 19. 5.1 1539.0 * 21 SEP 2350 287 0. .0 1536.0 21 SEP 0715 88 35. 25.7 1543.7 * 21 SEP 1535 188 19. 5.0 1538.9 * 21 SEP 2355 288 0. .0 1536.0 21 SEP 0720 89 35. 25.4 1543.7 * 21 SEP 1540 189 19. 4.9 1538.9 * 22 SEP 0000 289 0. .0 1536.0 I 21 SEP 0725 90 35. 25.2 1543.7 * 21 SEP 1545 190 19. 4.7 1538.8 * 22 SEP 0005 290 0. .0 1536.0 21 SEP 0730 91 35. 25.0 1543.6 * 21 SEP 1550 191 18. 4.6 1538.8 * 22 SEP 0010 291 0. .0 1536.0 21 SEP 0735 92 35. 24.7 1543.6 * 21 SEP 1555 192 18. 4.5 1538.7 * 22 SEP 0015 292 0. .0 1536.0 21 SEP 0740 93 35. 24.5 1543.5 * 21 SEP 1600 193 18. 4.4 1538.7 * 22 SEP 0020 293 0. .0 1536.0 21 SEP 0745 94 35. 24.2 1543.5 * 21 SEP 1605 194 18. 4.2 1538.6 * 22 SEP 0025 294 0. .0 1536.0 21 SEP 0750 95 35. 24.0 1543.4 * 21 SEP 1610 195 17. 4.1 1538.6 * 22 SEP 0030 295 0. .0 1536.0 21 SEP 0755 96 35. 23.8 1543.4 * 21 SEP 1615 196 17. 4.0 1538.6 * 22 SEP 0035 296 0. .0 1536.0 21 SEP 0800 97 35. 23.5 1543.4 * 21 SEP 1620 197 17. 3.9 1538.5 * 22 SEP 0040 297 0. .0 1536.0 21 SEP 0805 98 35. 23.3 1543.3 * 21 SEP 1625 198 17. 3.8 1538.5 * 22 SEP 0045 298 0. .0 1536.0 21 SEP 0810 99 35. 23.0 1543.3 * 21 SEP 1630 199 17. 3.6 1538.4 * 22 SEP 0050 299 0. .0 1536.0 21 SEP 0815 100 35. 22.8 1543.2 * 21 SEP 1635 200 16. 3.5 1538.4 * 22 SEP 0055 300 0. .0 1536.0 * * I PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6 -HR 24 -HR 72 -HR 24.92-HR 35. .08 (CFS) 35. 23. 23. 23. (INCHES) 1.171 3.155 3.155 3.155 (AC -FT) 17. 47. 47. 47. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE 3 (AC -FT) (HR) 6-HR 24-HR 72-HR 24.92 -HR ' 47. .08 38. 16. 16. 16. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 1546.70 .00 1545.54 1540.97 1540.78 1540.78 1 CUMULATIVE AREA = .28 SO MI * ** * ** * ** *** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** * ** * ** * ** * ** * ** * ** * ** * ** *** * ** *** * ** 4 1 I * * 110 KK * I * * i 1 112 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL GSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA 1 113 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1554.40 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 114 SV STORAGE .0 .0 .9 4.7 12.8 24.2 39.7 1 115 SE ELEVATION 1546.00 1546.01 1548.00 1550.00 1552.00 1554.00 1556.00 116 SC DISCHARGE 0. 13. 18. 31. 44. 44. 44. * ** I * ** WARNING * ** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 13. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 1 HYDROGRAPH AT STATION I II * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * * I 21 SEP 0000 1 44. 27.3 1554.4 * 21 SEP 0820 101 32. 5.8 1550.3 * 21 SEP 1640 201 0. .0 1546.0 21 SEP 0005 2 44. 27.3 1554.4 * 21 SEP 0825 102 32. 5.6 1550.2 * 21 SEP 1645 202 0. .0 1546.0 21 SEP 0010 3 44. 27.4 1554.4 * 21 SEP 0830 103 32. 5.3 1550.2 * 21 SEP 1650 203 0. .0 1546.0 21 SEP 0015 4 44. 27.4 1554.4 * 21 SEP 0835 104 31. 5.1 1550.1 * 21 SEP 1655 204 0. .0 1546.0 21 SEP 0020 5 44. 27.4 1554.4 * 21 SEP 0840 105 31. 4.9 1550.1 * 21 SEP 1700 205 0. .0 1546.0 I 21 SEP 0025 6 44. 27.4 1554.4 * 21 SEP 0845 106 31. 4.7 1550.0 * 21 SEP 1705 206 0. .0 1546.0 21 SEP 0030 7 44. 27.4 1554.4 * 21 SEP 0850 107 30. 4.5 1549.9 * 21 SEP 1710 207 0. .0 1546.0 21 SEP 0035 8 44. 27.4 1554.4 * 21 SEP 0855 108 29. 4.3 1549.8 * 21 SEP 1715 208 0. .0 1546.0 21 SEP 0040 9 44. 27.4 1554.4 * 21 SEP 0900 109 29. 4.1 1549.7 * 21 SEP 1720 209 0. .0 1546.0 I 21 SEP 0045 10 44. 27.4 1554.4 * 21 SEP 0905 110 28. 3.9 1549.6 * 21 SEP 1725 210 0. .0 1546.0 21 SEP 0050 11 44. 27.4 1554.4 * 21 SEP 0910 111 27. 3.7 1549.5 * 21 SEP 1730 211 0. .0 1546.0 21 SEP 0055 12 44. 27.4 1554.4 * 21 SEP 0915 112 27. 3.5 1549.4 * 21 SEP 1735 212 0. .0 1546.0 21 SEP 0100 13 44. 27.4 1554.4 * 21 SEP 0920 113 26. 3.3 1549.3 * 21 SEP 1740 213 0. .0 1546.0 21 SEP 0105 14 44. 27.3 1554.4 * 21 SEP 0925 114 26. 3.2 1549.2 * 21 SEP 1745 214 0. .0 1546.0 21 SEP 0110 15 44. 27.3 1554.4 * 21 SEP 0930 115 25. 3.0 1549.1 * 21 SEP 1750 215 0. .0 1546.0 21 SEP 0115 16 44. 27.2 1554.4 * 21 SEP 0935 116 24. 2.8 1549.0 * 21 SEP 1755 216 0. .0 1546.0 21 SEP 0120 17 44. 27.2 1554.4 * 21 SEP 0940 117 24. 2.7 1548.9 * 21 SEP 1800 217 0. .0 1546.0 21 SEP 0125 18 44. 27.1 1554.4 * 21 SEP 0945 118 23. 2.5 1548.8 * 21 SEP 1805 218 0. .0 1546.0 21 SEP 0130 19 44. 27.0 1554.4 * 21 SEP 0950 119 23. 2.3 1548.8 * 21 SEP 1810 219 0. .0 1546.0 I 21 SEP 0135 20 44. 27.0 1554.4 * 21 SEP 0955 120 22. 2.2 1548.7 * 21 SEP 1815 220 0. .0 1546.0 21 SEP 0140 21 44. 26.9 1554.3 * 21 SEP 1000 121 22. 2.0 1548.6 * 21 SEP 1820 221 0. .0 1546.0 21 SEP 0145 22 44. 26.8 1554.3 * 21 SEP 1005 122 21. 1.9 1548.5 * 21 SEP 1825 222 0. .0 1546.0 21 SEP 0150 23 44. 26.7 1554.3 * 21 SEP 1010 123 21. 1.7 1548.4 * 21 SEP 1830 223 0. .0 1546.0 I 21 SEP 0155 24 44. 26.5 1554.3 * 21 SEP 1015 124 20. 1.6 1548.4 * 21 SEP 1835 224 0. .0 1546.0 21 SEP 0200 25 44. 26.4 1554.3 * 21 SEP 1020 125 20. 1.4 1548.3 * 21 SEP 1840 225 0. .0 1546.0 21 SEP 0205 26 44. 26.2 1554.3 * 21 SEP 1025 126 20. 1.3 1548.2 * 21 SEP 1845 226 0. .0 1546.0 21 SEP 0210 27 44. 26.1 1554.2 * 21 SEP 1030 127 19. 1.2 1548.1 * 21 SEP 1850 227 0. .0 1546.0 21 SEP 0215 28 44. 25.9 1554.2 * 21 SEP 1035 128 19. 1.0 1548.1 * 21 SEP 1855 228 0. .0 1546.0 21 SEP 0220 29 44. 25.7 1554.2 * 21 SEP 1040 129 18. .9 1548.0 * 21 SEP 1900 229 0. .0 1546.0 21 SEP 0225 30 44. 25.5 1554.2 * 21 SEP 1045 130 18. .8 1547.8 * 21 SEP 1905 230 0. .0 1546.0 21 SEP 0230 31 44. 25.3 1554.1 * 21 SEP 1050 131 17. .7 1547.5 * 21 SEP 1910 231 0. .0 1546.0 21 SEP 0235 32 44. 25.1 1554.1 * 21 SEP 1055 132 16. .6 1547.2 * 21 SEP 1915 232 0. .0 1546.0 I 21 SEP 0240 33 44. 24.9 1554.1 * 21 SEP 1100 133 16. .5 1547.0 * 21 SEP 1920 233 0. .0 1546.0 21 SEP 0245 34 44. 24.6 1554.1 * 21 SEP 1105 134 15. .4 1546.8 * 21 SEP 1925 234 0. .0 1546.0 21 SEP 0250 35 44. 24.4 1554.0 * 21 SEP 1110 135 14. .3 1546.5 * 21 SEP 1930 235 0. .0 1546.0 21 SEP 0255 36 44. 24.1 1554.0 * 21 SEP 1115 136 14. .2 1546.3 * 21 SEP 1935 236 0. .0 1546.0 21 SEP 0300 37 44. 23.9 1553.9 * 21 SEP 1120 137 13. .1 1546.1 * 21 SEP 1940 237 0. .0 1546.0 ' 21 SEP 0305 38 44. 23.6 1553.9 * 21 SEP 1125 138 4. .0 1546.0 * 21 SEP 1945 238 0. .0 1546.0 21 SEP 0310 39 44. 23.3 1553.8 * 21 SEP 1130 139 0. .0 1546.0 * 21 SEP 1950 239 0. .0 1546.0 21 SEP 0315 40 44. 23.0 1553.8 * 21 SEP 1135 140 0. .0 1546.0 * 21 SEP 1955 240 0. .0 1546.0 21 SEP 0320 41 44. 22.7 1553.7 * 21 SEP 1140 141 0. .0 1546.0 * 21 SEP 2000 241 0. .0 1546.0 I 21 SEP 0325 42 44. 22.4 1553.7 * 21 SEP 1145 142 0. .0 1546.0 * 21 SEP 2005 242 0. .0 1546.0 21 SEP 0330 43 44. 22.1 1553.6 * 21 SEP 1150 143 0. .0 1546.0 * 21 SEP 2010 243 0. .0 1546.0 21 SEP 0335 44 44. 21.8 1553.6 * 21 SEP 1155 144 0. .0 1546.0 * 21 SEP 2015 244 0. .0 1546.0 21 SEP 0340 45 44. 21.5 1553.5 * 21 SEP 1200 145 0. .0 1546.0 * 21 SEP 2020 245 0. .0 1546.0 21 SEP 0345 46 44. 21.2 1553.5 * 21 SEP 1205 146 0. .0 1546.0 * 21 SEP 2025 246 0. .0 1546.0 e N. 21 SEP 0350 47 44. 20.9 1553.4 * 21 SEP 1210 147 0. .0 1546.0 * 21 SEP 2030 247 0. .0 1546.0 21 SEP 0355 48 44. 20.6 1553.4 * 21 SEP 1215 148 0. .0 1546.0 * 21 SEP 2035 248 0. .0 1546.0 I 21 SEP 0400 49 44. 20.3 1553.3 * 21 SEP 1220 149 0. .0 1546.0 * 21 SEP 2040 249 0. .0 1546.0 21 SEP 0405 50 44. 20.0 1553.3 * 21 SEP 1225 150 0. .0 1546.0 * 21 SEP 2045 250 0. .0 1546.0 21 SEP 0410 51 44. 19.7 1553.2 * 21 SEP 1230 151 0. .0 1546.0 * 21 SEP 2050 251 0. .0 1546.0 21 SEP 0415 52 44. 19.4 1553.2 * 21 SEP 1235 152 0. .0 1546.0 * 21 SEP 2055 252 0. .0 1546.0 21 SEP 0420 53 44. 19.1 1553.1 * 21 SEP 1240 153 0. .0 1546.0 * 21 SEP 2100 253 0. .0 1546.0 I 21 SEP 0425 54 44. 18.8 1553.0 * 21 SEP 1245 154 0. .0 1546.0 * 21 SEP 2105 254 0. .0 1546.0 21 SEP 0430 55 44. 18.5 1553.0 * 21 SEP 1250 155 0. .0 1546.0 * 21 SEP 2110 255 0. .0 1546.0 21 SEP 0435 56 44. 18.2 1552.9 * 21 SEP 1255 156 0. .0 1546.0 * 21 SEP 2115 256 0. .0 1546.0 21 SEP 0440 57 44. 17.9 1552.9 * 21 SEP 1300 157 0. .0 1546.0 * 21 SEP 2120 257 0. .0 1546.0 I 21 SEP 0445 58 44. 17.6 1552.8 * 21 SEP 1305 158 0. .0 1546.0 * 21 SEP 2125 258 0. .0 1546.0 21 SEP 0450 59 44. 17.3 1552.8 * 21 SEP 1310 159 0. .0 1546.0 * 21 SEP 2130 259 0. .0 1546.0 21 SEP 0455 60 44. 17.0 1552.7 * 21 SEP 1315 160 0. .0 1546.0 * 21 SEP 2135 260 0. .0 1546.0 21 SEP 0500 61 44. 16.7 1552.7 * 21 SEP 1320 161 0. .0 1546.0 * 21 SEP 2140 261 0. .0 1546.0 21 SEP 0505 62 44. 16.4 1552.6 * 21 SEP 1325 162 0. .0 1546.0 * 21 SEP 2145 262 0. .0 1546.0 1 21 SEP 0510 63 44. 16.1 1552.6 * 21 SEP 1330 163 0. .0 1546.0 * 21 SEP 2150 263 0. .0 1546.0 21 SEP 0515 64 44. 15.8 1552.5 * 21 SEP 1335 164 0. .0 1546.0 * 21 SEP 2155 264 0. .0 1546.0 21 SEP 0520 65 44. 15.5 1552.5 * 21 SEP 1340 165 0. .0 1546.0 * 21 SEP 2200 265 0. .0 1546.0 21 SEP 0525 66 44. 15.2 1552.4 * 21 SEP 1345 166 0. .0 1546.0 * 21 SEP 2205 266 0. .0 1546.0 21 SEP 0530 67 44. 14.9 1552.4 * 21 SEP 1350 167 0. .0 1546.0 * 21 SEP 2210 267 0. .0 1546.0 I 21 SEP 0535 68 44. 14.6 1552.3 * 21 SEP 1355 168 0. .0 1546.0 * 21 SEP 2215 268 0. .0 1546.0 21 SEP 0540 69 44. 14.3 1552.3 * 21 SEP 1400 169 0. .0 1546.0 * 21 SEP 2220 269 0. .0 1546.0 21 SEP 0545 70 44. 14.0 1552.2 * 21 SEP 1405 170 0. .0 1546.0 * 21 SEP 2225 270 0. .0 1546.0 21 SEP 0550 71 44. 13.7 1552.2 * 21 SEP 1410 171 0. .0 1546.0 * 21 SEP 2230 271 0. .0 1546.0 1 21 SEP 0555 72 44. 13.4 1552.1 * 21 SEP 1415 172 0. .0 1546.0 * 21 SEP 2235 272 0. .0 1546.0 21 SEP 0600 73 44. 13.1 1552.0 * 21 SEP 1420 173 0. .0 1546.0 * 21 SEP 2240 273 0. .0 1546.0 21 SEP 0605 74 44. 12.8 1552.0 * 21 SEP 1425 174 0. .0 1546.0 * 21 SEP 2245 274 0. .0 1546.0 21 SEP 0610 75 43. 12.5 1551.9 * 21 SEP 1430 175 0. .0 1546.0 * 21 SEP 2250 275 0. .0 1546.0 21 SEP 0615 76 43. 12.2 1551.8 * 21 SEP 1435 176 0. .0 1546.0 * 21 SEP 2255 276 0. .0 1546.0 I 21 SEP 0620 77 42. 11.9 1551.8 * 21 SEP 1440 177 0. .0 1546.0 * 21 SEP 2300 277 0. .0 1546.0 21 SEP 0625 78 42. 11.6 1551.7 * 21 SEP 1445 178 0. .0 1546.0 * 21 SEP 2305 278 0. .0 1546.0 21 SEP 0630 79 41. 11.3 1551.6 * 21 SEP 1450 179 0. .0 1546.0 * 21 SEP 2310 279 0. .0 1546.0 21 SEP 0635 80 41. 11.0 1551.6 * 21 SEP 1455 180 0. .0 1546.0 * 21 SEP 2315 280 0. .0 1546.0 I 21 SEP 0640 81 40. 10.8 1551.5 * 21 SEP 1500 181 0. .0 1546.0 * 21 SEP 2320 281 0. .0 1546.0 21 SEP 0645 82 40. 10.5 1551.4 * 21 SEP 1505 182 0. .0 1546.0 * 21 SEP 2325 282 0. .0 1546.0 21 SEP 0650 83 39. 10.2 1551.4 * 21 SEP 1510 183 0. .0 1546.0 * 21 SEP 2330 283 0. .0 1546.0 21 SEP 0655 84 39. 9.9 1551.3 * 21 SEP 1515 184 0. .0 1546.0 * 21 SEP 2335 284 0. .0 1546.0 21 SEP 0700 85 39. 9.7 1551.2 * 21 SEP 1520 185 0. .0 1546.0 * 21 SEP 2340 285 0. .0 1546.0 II 21 SEP 0705 86 38. 9.4 1551.2 * 21 SEP 1525 186 0. .0 1546.0 * 21 SEP 2345 286 0. .0 1546.0 21 SEP 0710 87 38. 9.1 1551.1 * 21 SEP 1530 187 0. .0 1546.0 * 21 SEP 2350 287 0. .0 1546.0 21 SEP 0715 88 37. 8.9 1551.0 * 21 SEP 1535 188 0. .0 1546.0 * 21 SEP 2355 288 0. .0 1546.0 21 SEP 0720 89 37. 8.6 1551.0 * 21 SEP 1540 189 0. .0 1546.0 * 22 SEP 0000 289 0. .0 1546.0 I 21 SEP 0725 90 36. 8.4 1550.9 * 21 SEP 1545 190 0. .0 1546.0 * 22 SEP 0005 290 0. .0 1546.0 21 SEP 0730 91 36. 8.1 1550.8 * 21 SEP 1550 191 0. .0 1546.0 * 22 SEP 0010 291 0. .0 1546.0 21 SEP 0735 92 36. 7.9 1550.8 * 21 SEP 1555 192 0. .0 1546.0 * 22 SEP 0015 292 0. .0 1546.0 21 SEP 0740 93 35. 7.6 1550.7 * 21 SEP 1600 193 0. .0 1546.0 * 22 SEP 0020 293 0. .0 1546.0 21 SEP 0745 94 35. 7.4 1550.7 * 21 SEP 1605 194 0. .0 1546.0 * 22 SEP 0025 294 0. .0 1546.0 21 SEP 0750 95 34. 7.2 1550.6 * 21 SEP 1610 195 0. .0 1546.0 * 22 SEP 0030 295 0. .0 1546.0 21 SEP 0755 96 34. 6.9 1550.6 * 21 SEP 1615 196 0. .0 1546.0 * 22 SEP 0035 296 0. .0 1546.0 21 SEP 0800 97 34. 6.7 1550.5 * 21 SEP 1620 197 0. .0 1546.0 * 22 SEP 0040 297 0. .0 1546.0 21 SEP 0805 98 33. 6.5 1550.4 * 21 SEP 1625 198 0. .0 1546.0 * 22 SEP 0045 298 0. .0 1546.0 I 21 SEP 0810 99 33. 6.2 1550.4 * 21 SEP 1630 199 0. .0 1546.0 * 22 SEP 0050 299 0. .0 1546.0 21 SEP 0815 100 33. 6.0 1550.3 * 21 SEP 1635 200 0. .0 1546.0 * 22 SEP 0055 300 0. .0 1546.0 * * I { PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6-HR 24-HR 72-HR 24.92 -HR 44. .08 (CFS) 44. 18. 17. 17. (INCHES) 6.756 10.847 10.847 10.847 (AC -FT) 22. 35. 35. 35. III PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6-HR 24-HR 72-HR 24.92-HR 27. .58 23. 7. 7. 7. 1 PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72-HR 24.92 -HR 1554.42 .58 1553.65 1548.74 1548.64 1548.64 CUMULATIVE AREA = .06 SG MI * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** 1 1 , 1 * * , , , 120 KK * J * , , II * * 122 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL I IPLOT OSCAL 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA II 123 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP ELEV TYPE OF INITIAL CONDITION RSVRIC 1555.50 INITIAL CONDITION II X .00 WORKING R AND D COEFFICIENT 124 SV STORAGE .0 .0 .6 1.7 3.3 5.8 9.4 125 SE ELEVATION 1554.00 1554.01 1556.00 1558.00 1560.00 1562.00 1564.00 I 126 SQ DISCHARGE O. 5. 6. 11. 15. 15. 15. *** I *** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN O. TO 5. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) II HYDROGRAPH AT STATION J * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE I * * 21 SEP 0000 1 6. .5 1555.5 * 21 SEP 0820 101 0. .0 1554.0 * 21 SEP 1640 201 0. .0 1554.0 II 21 SEP 0005 2 6. .4 1555.4 * 21 SEP 0825 102 0. .0 1554.0 * 21 SEP 1645 202 0. .0 1554.0 21 SEP 0010 3 6. .4 1555.2 * 21 SEP 0830 103 0. .0 1554.0 * 21 SEP 1650 203 0. .0 1554.0 21 SEP 0015 4 6. .3 1555.1 * 21 SEP 0835 104 0. .0 1554.0 * 21 SEP 1655 204 0. .0 1554.0 21 SEP 0020 5 5. .3 1555.0 * 21 SEP 0840 105 0. .0 1554.0 * 21 SEP 1700 205 0. .0 1554.0 21 SEP 0025 6 5. .3 1554.9 * 21 SEP 0845 106 0. .0 1554.0 * 21 SEP 1705 206 0. .0 1554.0 I 21 SEP 0030 7 5. .2 1554.7 * 21 SEP 0850 107 0. .0 1554.0 * 21 SEP 1710 207 0. .0 1554.0 21 SEP 0035 8 5. .2 1554.6 * 21 SEP 0855 108 0. .0 1554.0 * 21 SEP 1715 208 0. .0 1554.0 21 SEP 0040 9 5. .2 1554.5 * 21 SEP 0900 109 0. .0 1554.0 * 21 SEP 1720 209 0. .0 1554.0 21 SEP 0045 10 5. .1 1554.4 * 21 SEP 0905 110 0. .0 1554.0 * 21 SEP 1725 210 0. .0 1554.0 21 SEP 0050 11 5. .1 1554.3 * 21 SEP 0910 111 O. .0 1554.0 * 21 SEP 1730 211 0. .0 1554.0 21 SEP 0055 12 5. .1 1554.2 * 21 SEP 0915 112 0. .0 1554.0 * 21 SEP 1735 212 0. .0 1554.0 21 SEP 0100 13 5. .0 1554.1 * 21 SEP 0920 113 0. .0 1554.0 * 21 SEP 1740 213 0. .0 1554.0 21 SEP 0105 14 2. .0 1554.0 * 21 SEP 0925 114 0. .0 1554.0 * 21 SEP 1745 214 0. .0 1554.0 21 SEP 0110 15 O. .0 1554.0 * 21 SEP 0930 115 0. .0 1554.0 * 21 SEP 1750 215 0. .0 1554.0 I 21 SEP 0115 16 0. .0 1554.0 * 21 SEP 0935 116 0. .0 1554.0 * 21 SEP 1755 216 0. .0 1554.0 21 SEP 0120 17 0. .0 1554.0 * 21 SEP 0940 117 O. .0 1554.0 * 21 SEP 1800 217 O. .0 1554.0 ' 21 SEP 0125 18 0. .0 1554.0 * 21 SEP 0945 118 O. .0 1554.0 * 21 SEP 1805 218 O. .0 1554.0 21 SEP 0130 19 O. .0 1554.0 * 21 SEP 0950 119 O. .0 1554.0 * 21 SEP 1810 219 0. .0 1554.0 I 21 SEP 0135 20 0. .0 1554.0 * 21 SEP 0955 120 0. .0 1554.0 * 21 SEP 1815 220 0. .0 1554.0 21 SEP 0140 21 0. .0 1554.0 * 21 SEP 1000 121 0. .0 1554.0 * 21 SEP 1820 221 0. .0 1554.0 21 SEP 0145 22 0. .0 1554.0 * 21 SEP 1005 122 0. .0 1554.0 * 21 SEP 1825 222 0. .0 1554.0 21 SEP 0150 23 0. .0 1554.0 * 21 SEP 1010 123 O. .0 1554.0 * 21 SEP 1830 223 0. .0 1554.0 21 SEP 0155 24 0. .0 1554.0 * 21 SEP 1015 124 0. .0 1554.0 * 21 SEP 1835 224 O. .0 1554.0 I 21 SEP 0200 25 O. .0 1554.0 * 21 SEP 1020 125 0. .0 1554.0 * 21 SEP 1840 225 O. .0 1554.0 21 SEP 0205 26 0. .0 1554.0 * 21 SEP 1025 126 0. .0 1554.0 * 21 SEP 1845 226 0. .0 1554.0 21 SEP 0210 27 0. .0 1554.0 * 21 SEP 1030 127 0. .0 1554.0 * 21 SEP 1850 227 0. .0 1554.0 21 SEP 0215 28 0. .0 1554.0 * 21 SEP 1035 128 0. .0 1554.0 * 21 SEP 1855 228 0. .0 1554.0 I 21 SEP 0220 29 0. .0 1554.0 * 21 SEP 1040 129 0. .0 1554.0 * 21 SEP 1900 229 0. .0 1554.0 21 SEP 0225 30 0. .0 1554.0 * 21 SEP 1045 130 0. .0 1554.0 * 21 SEP 1905 230 0. .0 1554.0 21 SEP 0230 31 0. .0 1554.0 * 21 SEP 1050 131 0. .0 1554.0 * 21 SEP 1910 231 0. .0 1554.0 21 SEP 0235 32 0. .0 1554.0 * 21 SEP 1055 132 0. .0 1554.0 * 21 SEP 1915 232 0. .0 1554.0 21 SEP 0240 33 0. .0 1554.0 * 21 SEP 1100 133 0. .0 1554.0 * 21 SEP 1920 233 0. .0 1554.0 21 SEP 0245 34 0. .0 1554.0 * 21 SEP 1105 134 0. .0 1554.0 * 21 SEP 1925 234 0. .0 1554.0 21 SEP 0250 35 0. .0 1554.0 * 21 SEP 1110 135 0. .0 1554.0 * 21 SEP 1930 235 0. .0 1554.0 , 21 SEP 0255 36 0. .0 1554.0 * 21 SEP 1115 136 0. .0 1554.0 * 21 SEP 1935 236 0. .0 1554.0 , 21 SEP 0300 37 0. .0 1554.0 * 21 SEP 1120 137 0. .0 1554.0 * 21 SEP 1940 237 0. .0 1554.0 II 21 SEP 0305 38 0. .0 1554.0 * 21 SEP 1125 138 0. .0 1554.0 * 21 SEP 1945 238 0. .0 1554.0 21 SEP 0310 39 0. .0 1554.0 * 21 SEP 1130 139 0. .0 1554.0 * 21 SEP 1950 239 0. .0 1554.0 , 21 SEP 0315 40 0. .0 1554.0 * 21 SEP 1135 140 0. .0 1554.0 * 21 SEP 1955 240 0. .0 1554.0 21 SEP 0320 41 0. .0 1554.0 * 21 SEP 1140 141 0. .0 1554.0 * 21 SEP 2000 241 0. .0 1554.0 21 SEP 0325 42 0. .0 1554.0 * 21 SEP 1145 142 0. .0 1554.0 * 21 SEP 2005 242 0. .0 1554.0 I r 21 SEP 0330 43 0. .0 1554.0 * 21 SEP 1150 143 0. .0 1554.0 * 21 SEP 2010 243 0. .0 1554.0 21 SEP 0335 44 0. .0 1554.0 * 21 SEP 1155 144 0. .0 1554.0 * 21 SEP 2015 244 0. .0 1554.0 I 21 SEP 0340 45 0. .0 1554.0 * 21 SEP 1200 145 0. .0 1554.0 * 21 SEP 2020 245 0. .0 1554.0 21 SEP 0345 46 0. .0 1554.0 * 21 SEP 1205 146 0. .0 1554.0 * 21 SEP 2025 246 0. .0 1554.0 21 SEP 0350 47 0. .0 1554.0 * 21 SEP 1210 147 0. .0 1554.0 * 21 SEP 2030 247 0. .0 1554.0 21 SEP 0355 48 0. .0 1554.0 * 21 SEP 1215 148 0. .0 1554.0 * 21 SEP 2035 248 0. .0 1554.0 21 SEP 0400 49 0. .0 1554.0 * 21 SEP 1220 149 0. .0 1554.0 * 21 SEP 2040 249 0. .0 1554.0 I 21 SEP 0405 50 0. .0 1554.0 * 21 SEP 1225 150 0. .0 1554.0 * 21 SEP 2045 250 0. .0 1554.0 21 SEP 0410 51 0. .0 1554.0 * 21 SEP 1230 151 0. .0 1554.0 * 21 SEP 2050 251 0. .0 1554.0 21 SEP 0415 52 0. .0 1554.0 * 21 SEP 1235 152 0. .0 1554.0 * 21 SEP 2055 252 0. .0 1554.0 21 SEP 0420 53 0. .0 1554.0 * 21 SEP 1240 153 0. .0 1554.0 * 21 SEP 2100 253 0. .0 1554.0 21 SEP 0425 54 0. .0 1554.0 * 21 SEP 1245 154 0. .0 1554.0 * 21 SEP 2105 254 0. .0 1554.0 II 21 SEP 0430 55 0. .0 1554.0 * 21 SEP 1250 155 0. .0 1554.0 * 21 SEP 2110 255 0. .0 1554.0 21 SEP 0435 56 0. .0 1554.0 * 21 SEP 1255 156 0. .0 1554.0 * 21 SEP 2115 256 0. .0 1554.0 21 SEP 0440 57 0. .0 1554.0 * 21 SEP 1300 157 0. .0 1554.0 * 21 SEP 2120 257 0. .0 1554.0 21 SEP 0445 58 0. .0 1554.0 * 21 SEP 1305 158 0. .0 1554.0 * 21 SEP 2125 258 0. .0 1554.0 I 21 SEP 0450 59 0. .0 1554.0 * 21 SEP 1310 159 0. .0 1554.0 * 21 SEP 2130 259 0. .0 1554.0 21 SEP 0455 60 0. .0 1554.0 * 21 SEP 1315 160 0. .0 1554.0 * 21 SEP 2135 260 0. .0 1554.0 21 SEP 0500 61 0. .0 1554.0 * 21 SEP 1320 161 0. .0 1554.0 * 21 SEP 2140 261 0. .0 1554.0 21 SEP 0505 62 0. .0 1554.0 * 21 SEP 1325 162 0. .0 1554.0 * 21 SEP 2145 262 0. .0 1554.0 21 SEP 0510 63 0. .0 1554.0 * 21 SEP 1330 163 0. .0 1554.0 * 21 SEP 2150 263 0. .0 1554.0 I 21 SEP 0515 64 0. .0 1554.0 * 21 SEP 1335 164 0. .0 1554.0 * 21 SEP 2155 264 0. .0 1554.0 21 SEP 0520 65 0. .0 1554.0 * 21 SEP 1340 165 0. .0 1554.0 * 21 SEP 2200 265 0. .0 1554.0 21 SEP 0525 66 0. .0 1554.0 * 21 SEP 1345 166 0. .0 1554.0 * 21 SEP 2205 266 0. .0 1554.0 21 SEP 0530 67 0. .0 1554.0 * 21 SEP 1350 167 0. .0 1554.0 * 21 SEP 2210 267 0. .0 1554.0 II 21 SEP 0535 68 0. .0 1554.0 * 21 SEP 1355 168 0. .0 1554.0 * 21 SEP 2215 268 0. .0 1554.0 21 SEP 0540 69 0. .0 1554.0 * 21 SEP 1400 169 0. .0 1554.0 * 21 SEP 2220 269 0. .0 1554.0 21 SEP 0545 70 0. .0 1554.0 * 21 SEP 1405 170 0. .0 1554.0 * 21 SEP 2225 270 0. .0 1554.0 21 SEP 0550 71 0. .0 1554.0 * 21 SEP 1410 171 0. .0 1554.0 * 21 SEP 2230 271 0. .0 1554.0 21 SEP 0555 72 0. .0 1554.0 * 21 SEP 1415 172 0. .0 1554.0 * 21 SEP 2235 272 0. .0 1554.0 II 21 SEP 0600 73 0. .0 1554.0 * 21 SEP 1420 173 0. .0 1554.0 * 21 SEP 2240 273 0. .0 1554.0 21 SEP 0605 74 0. .0 1554.0 * 21 SEP 1425 174 0. .0 1554.0 * 21 SEP 2245 274 0. .0 1554.0 21 SEP 0610 75 0. .0 1554.0 * 21 SEP 1430 175 0. .0 1554.0 * 21 SEP 2250 275 0. .0 1554.0 21 SEP 0615 76 0. .0 1554.0 * 21 SEP 1435 176 0. .0 1554.0 * 21 SEP 2255 276 0. .0 1554.0 I 21 SEP 0620 77 0. .0 1554.0 * 21 SEP 1440 177 0. .0 1554.0 * 21 SEP 2300 277 0. .0 1554.0 21 SEP 0625 78 0. .0 1554.0 * 21 SEP 1445 178 0. .0 1554.0 * 21 SEP 2305 278 0. .0 1554.0 21 SEP 0630 79 0. .0 1554.0 * 21 SEP 1450 179 0. .0 1554.0 * 21 SEP 2310 279 0. .0 1554.0 21 SEP 0635 80 0. .0 1554.0 * 21 SEP 1455 180 0. .0 1554.0 * 21 SEP 2315 280 0. .0 1554.0 21 SEP 0640 81 0. .0 1554.0 * 21 SEP 1500 181 0. .0 1554.0 * 21 SEP 2320 281 0. .0 1554.0 I 21 SEP 0645 82 0. .0 1554.0 * 21 SEP 1505 182 0. .0 1554.0 * 21 SEP 2325 282 0. .0 1554.0 21 SEP 0650 83 0. .0 1554.0 * 21 SEP 1510 183 0. .0 1554.0 * 21 SEP 2330 283 0. .0 1554.0 21 SEP 0655 84 0. .0 1554.0 * 21 SEP 1515 184 0. .0 1554.0 * 21 SEP 2335 284 0. .0 1554.0 21 SEP 0700 85 0. .0 1554.0 * 21 SEP 1520 185 0. .0 1554.0 * 21 SEP 2340 285 0. .0 1554.0 I 21 SEP 0705 86 0. .0 1554.0 * 21 SEP 1525 186 0. .0 1554.0 * 21 SEP 2345 286 0. .0 1554.0 21 SEP 0710 87 0. .0 1554.0 * 21 SEP 1530 187 0. .0 1554.0 * 21 SEP 2350 287 0. .0 1554.0 21 SEP 0715 88 0. .0 1554.0 * 21 SEP 1535 188 0. .0 1554.0 * 21 SEP 2355 288 0. .0 1554.0 21 SEP 0720 89 0. .0 1554.0 * 21 SEP 1540 189 0. .0 1554.0 * 22 SEP 0000 289 0. .0 1554.0 21 SEP 0725 90 0. .0 1554.0 * 21 SEP 1545 190 0. .0 1554.0 * 22 SEP 0005 290 0. .0 1554.0 1 21 SEP 0730 91 0. .0 1554.0 * 21 SEP 1550 191 0. .0 1554.0 * 22 SEP 0010 291 0. .0 1554.0 21 SEP 0735 92 0. .0 1554.0 * 21 SEP 1555 192 0. .0 1554.0 * 22 SEP 0015 292 0. .0 1554.0 21 SEP 0740 93 0. .0 1554.0 * 21 SEP 1600 193 0. .0 1554.0 * 22 SEP 0020 293 0. .0 1554.0 21 SEP 0745 94 0. .0 1554.0 * 21 SEP 1605 194 0. .0 1554.0 * 22 SEP 0025 294 0. .0 1554.0 21 SEP 0750 95 0. .0 1554.0 * 21 SEP 1610 195 0. .0 1554.0 * 22 SEP 0030 295 0. .0 1554.0 II 21 SEP 0755 96 0. .0 1554.0 * 21 SEP 1615 196 0. .0 1554.0 * 22 SEP 0035 296 0. .0 1554.0 21 SEP 0800 97 0. .0 1554.0 * 21 SEP 1620 197 0. .0 1554.0 * 22 SEP 0040 297 0. .0 1554.0 21 SEP 0805 98 0. .0 1554.0 * 21 SEP 1625 198 0. .0 1554.0 * 22 SEP 0045 298 0. .0 1554.0 21 SEP 0810 99 0. .0 1554.0 * 21 SEP 1630 199 0. .0 1554.0 * 22 SEP 0050 299 0. .0 1554.0 I 21 SEP 0815 100 0. .0 1554.0 * 21 SEP 1635 200 0. .0 1554.0 * 22 SEP 0055 300 0. .0 1554.0 * * PEAK FLOW TIME MAXIMUM AVERAGE FLOW I (CFS) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 6. .08 (CFS) 1. 0. 0. 0. (INCHES) .180 .180 .180 .180 (AC-FT) 0. 0. 0. 0. ' PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC -FT) (HR) 6 -HR 24 -HR 72-HR 24.92 -HR 0. .08 0. 0. 0. 0. I PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6 -HR 24 -HR 72 -HR 24.92 -HR 1555.50 .00 1554.13 1554.03 1554.03 1554.03 II CUMULATIVE AREA = .05 SG MI M 1 RUNOFF SUMMARY I FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6-HOUR 24 -HOUR 72 -HOUR AREA STAGE MAX STAGE II HYDROGRAPH AT B 0. .08 0. 0. 0. .07 ROUTED TO B 11. .08 8. 3. 2. .07 1612.70 .00 1 HYDROGRAPH AT C 0. .08 0. 0. 0. .06 ROUTED TO C 93. .08 26. 7. 6. .06 1595.70 .00 I DIVERSION TO C-A 22. .08 7. 2. 2. .06 HYDROGRAPH AT DIVC -A 70. .08 19. 5. 5. .06 HYDROGRAPH AT H 0. .08 0. 0. 0. .02 I 2 COMBINED AT COMBH 70. .08 19. 5. 5. .09 ROUTED TO H 76. .08 27. 7. 6. .09 1569.40 .00 1 DIVERSION TO H -I 48. .08 15. 4. 4. .09 HYDROGRAPH AT DIVH-I 28. .08 12. 3. 3. .09 I HYDROGRAPH AT RCTOA 22. .08 7. 2. 2. .00 HYDROGRAPH AT A 0. .08 0. 0. 0. .15 II 2 COMBINED AT BSNA 22. .08 7. 2. 2. .15 ROUTED TO A 44. .08 40. 11. 11. .15 1586.10 .00 HYDROGRAPH AT D 0. .08 0. 0. 0. .09 II 2 COMBINED AT COMB-D 44. .08 40. 11. 11. .24 ROUTED TO D 43. 3.50 42. 13. 12. .24 1612.76 3.50 1 HYDROGRAPH AT E 0. .08 0. 0. 0. .09 ROUTED TO E 8. .08 7. 3. 3. .09 1597.50 .00 li HYDROGRAPH AT F 0. .08 0. 0. 0. .28 ROUTED TO F 35. .08 35. 23. 23. .28 1546.70 .00 HYDROGRAPH AT RCTOI 48. .08 15. 4. 4. .00 li HYDROGRAPH AT I 0. .08 0. 0. 0. .06 2 COMBINED AT COMBI 48. .08 15. 4. 4. .06 1 ROUTED TO I 44. .08 44. 18. 17. .06 1554.42 .58 3 HYDROGRAPH AT J 0. .08 0. 0. 0. .05 II ROUTED TO J 6. .08 1. 0. 0. .05 1555.50 .00 II * ** NORMAL END OF HEC-1 * ** 1 II s i1 I HEC -1 OUTPUT FILE WITH INPUT FILE LISTING 1 110 PERCENT OF 100 -YEAR RAINFALL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * 1 * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 01 JUN 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 10/11/1993 TIME 11:33:46 * * (916) 551 -1748 * * r X X XXXXXXX XXXXX X X X X X X XX I x X X X X XXXXXXX XXXX X XXXXX X X X X X X X X X X X X i X X XXXXXXX XXXXX XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC -1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973 -STYLE INPUT STRUCTURE. THE DEFINITION OF - AMSKK- ON RM -CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION I NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM r i 3 s r I I . r r i , NEC -1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 11 *** FREE * ** 1 ID JOHN M. TETTEMER & ASSOCIATES, LTD. 2 ID SIERRA LAKES HYDROLOGY STUDY I 3 ID RAINFALL USED IS 110X OF THE 100-YEAR 24-HOUR STORM 4 ID 100 -YEAR Ybar AND Tc WERE USED 5 ID ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW 6 ID fn= 110.1/0 080CT93 TDG I 7 ID 8 ID * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I 9 ID 10 IT 5 21SEP93 0000 300 11 10 5 I *DIAGRAM 12 KK B 13 KM WATERSHED INPUT DATA FOR 110X OF THE 100-YEAR RAINFALL 14 KM FIRST 24 HOURS OF 24-HOUR STORM I 15 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 16 KM Point Rainfall 17 KM 5- Minute = 0.63 inches 18 KM 30- Minute = 1.26 inches I 19 KM 1 -Hour = 1.68 inches 20 KM 3 -Hour = 3.19 inches 21 KM 6 -Hour = 4.82 inches 22 KM 24 -Hour = 11.16 inches 23 KM Ybar = 0.428 Fm = 0.507 in /hr I 24 KM TIME OF CONCENTRATION (MIN)= 21.80 , ASSUMED TIME TO PEAK (HRS)= 16.33 25 BA 0.069 26 QI 6 6 6 6 6 6 6 6 6 6 27 QI 6 7 7 7 7 7 7 7 7 7 I 28 QI 7 7 7 7 7 7 7 7 7 7 7 29 QI 7 7 7 7 7 7 7 7 7 30 QI 7 7 7 7 7 7 7 7 7 7 31 QI 7 7 7 7 7 7 7 7 7 7 32 QI 7 7 7 7 7 7 7 8 8 8 33 QI 8 8 8 8 8 8 8 8 8 8 8 34 QI 8 8 8 8 8 8 8 8 8 35 01 8 8 8 8 8 8 8 8 8 8 36 QI 8 8 9 9 9 9 9 9 9 9 37 QI 9 9 9 9 9 9 9 9 9 9 38 QI 9 9 9 9 9 10 10 10 10 10 39 QI 10 10 10 10 10 10 10 10 10 10 40 QI 10 11 11 11 11 11 11 11 11 11 41 QI 11 11 11 11 12 12 12 12 12 12 I 42 QI 12 12 13 13 13 13 13 13 14 14 17 43 QI 14 14 14 14 15 15 15 16 16 44 QI 17 17 18 18 18 18 18 18 19 20 45 QI 21 22 22 42 62 82 102 85 67 50 I 46 QI 33 20 19 18 17 16 15 15 14 14 11 47 QI 13 13 13 12 12 12 12 11 11 48 QI 11 11 11 11 10 10 10 10 10 10 49 QI 10 10 9 9 9 9 9 9 9 9 50 QI 9 9 9 8 8 8 8 8 8 8 I 51 QI 8 8 8 8 8 8 8 8 8 8 52 QI 8 7 7 7 7 7 7 7 7 7 1 I 1 i I i s E 1 HEC -1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 53 0I 7 7 7 7 7 7 7 7 7 7 54 0I 7 7 7 7 7 7 7 7 55 KK B 56 KM SAND AREA 0.10 ACRES 57 KO 5 58 RS 1 ELEV 1606 59 SV 0.00 0.01 0.98 2.39 4.17 6.52 10.28 60 SE 1606 1606.01 1608 1610 1612 1614 1616 61 SQ 0 3.2 4.5 7.6 10.9 10.9 10.9 62 KK OS j 63 KM WATERSHED INPUT DATA FOR 110% OF THE 100 -YEAR RAINFALL 64 KM FIRST 24 HOURS OF 24-HOUR STORM 65 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 66 KM Point Rainfall 67 KM 5- Minute = 0.63 inches 68 KM 30- Minute = 1.26 inches 69 KM 1 -Hour = 1.68 inches 70 KM 3-Hour = 3.19 inches 71 KM 6 -Hour = 4.82 inches 72 KM 24 -Hour = 11.16 inches 73 KM Ybar = 0.318 Fm = 0.370 in /hr 74 KM TIME OF CONCENTRATION (MIN)= 17.70 , ASSUMED TIME TO PEAK (HRS)= 16.33 75 BA 0.684 76 01 76 76 76 76 76 76 76 76 76 77 77 01 77 77 77 77 78 78 78 78 78 79 78 oI 79 79 79 79 79 80 80 80 80 80 79 0I 80 81 81 81 81 81 82 82 82 82 80 QI 83 83 83 83 83 84 84 84 84 84 81 01 85 85 85 85 86 86 86 86 86 87 90 82 01 87 87 88 88 88 88 89 89 89 83 0I 90 90 90 91 91 91 92 92 92 92 84 • 0I 93 93 94 94 94 94 95 95 95 96 85 QI 96 97 97 97 98 98 99 99 99 99 86 01 100 100 101 101 102 102 102 103 103 104 87 01 105 105 106 106 106 107 108 108 109 109 88 QI 110 110 111 112 112 113 114 114 114 115 89 01 116 117 118 118 119 119 120 121 123 124 90 01 124 125 125 126 127 129 130 130 130 130 91 0I 131 133 135 136 137 138 139 141 143 145 92 01 147 148 150 151 152 155 158 161 163 164 93 01 166 168 171 175 178 181 184 187 190 198 94 0I 205 212 218 224 229 234 231 228 225 235 95 QI 256 276 296 529 762 995 1228 904 580 256 96 0I 223 214 206 197 189 181 172 168 163 159 97 0I 155 152 148 144 141 138 136 133 132 130 98 QI 128 127 125 123 121 120 118 117 115 114 99 01 113 111 110 109 108 107 106 105 104 103 100 01 102 101 100 100 99 98 97 96 96 95 101 01 94 94 93 92 92 91 91 90 89 • 89 102 0I 88 88 87 87 86 86 85 85 84 84 103 0I 83 83 83 82 82 81 81 81 80 80 III 104 01 79 79 79 78 78 78 77 77 1 1 4 HEC -1 INPUT PAGE 3 LINE ID 1 2 3 4 5 6 7 8 9 10 105 KK DIVOS 106 DT OS-D 107 DI 0 3 60 120 240 480 1200 3000 6000 108 DO 0 1 20 40 80 160 400 1000 2000 109 KK C 110 KM WATERSHED INPUT DATA FOR 110X OF THE 100 -YEAR RAINFALL 111 KM FIRST 24 HOURS OF 24 -HOUR STORM 112 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 113 KM Point Rainfall 114 KM 5- Minute = 0.63 inches 115 KM 30- Minute = 1.26 inches 116 KM 1 -Hour = 1.68 inches 117 KM 3 -Hour = 3.19 inches 118 KM 6 -Hour = 4.82 inches 119 KM 24 -Hour = 11.16 inches I 120 121 KM Ybar = 0.476 Fm = 0.567 in /hr KM TIME OF CONCENTRATION (MIN)= 17.70 , ASSUMED TIME TO PEAK (HRS)= 16.33 122 BA 0.060 123 01 5 5 5 5 5 5 5 5 5 5 124 01 5 5 5 5 5 5 5 5 5 5 5 125 OI 5 5 5 5 5 5 5 5 5 126 0I 5 5 5 5 5 5 5 6 6 6 127 01 6 6 6 6 6 6 6 6 6 6 128 01 6 6 6 6 6 6 6 6 6 6 129 0I 6 6 6 6 6 6 6 6 6 6 130 OI 6 6 6 6 6 6 6 6 6 6 131 01 6 6 6 6 6 6 6 6 6 6 132 01 6 7 7 7 7 7 7 7 7 7 II III 133 01 7 7 7 7 7 7 7 7 7 7 134 0I 7 7 7 7 7 7 7 7 7 7 135 01 7 7 7 8 8 8 8 8 8 8 136 0I 8 8 8 8 8 8 8 8 8 8 137 01 8 8 8 9 9 9 9 9 9 9 138 OI 9 9 9 9 9 9 9 9 10 10 139 01 10 10 10 10 10 10 11 11 11 11 140 0I 11 11 12 12 12 12 12 13 13 13 141 01 14 14 15 15 15 16 16 15 15 16 li 142 01 17 19 20 40 60 81 101 73 45 18 143 01 15 14 14 13 13 12 12 11 11 11 144 01 10 10 10 10 10 9 9 9 9 9 145 0I 9 9 8 8 8 8 8 8 8 8 146 01 8 8 7 7 7 7 7 7 7 7 147 01 7 7 7 7 7 7 7 7 6 6 148 01 6 6 6 6 6 6 6 6 6 6 149 01 6 6 6 6 6 6 6 6 6 6 150 0I 6 6 6 6 6 5 5 5 5 5 151 01 5 5 5 5 5 5 5 5 II I 1 1 • r t I . HEC -1 INPUT PAGE 4 . LINE ID 1 2 3 4 5 6 7 8 9 10 152 KK COMB -C 153 HC 2 111 154 KK C 155 KM 18" INLET CONTROL TO BASIN A 156 KM 33" INLET CONTROL TO BASIN H 157 KM OVER FLOW TO BASIN H STARTING AT ELEVATION 1602 158 KO 5 159 RS 1 ELEV 1588 • 160 SV 0.00 1.03 3.53 7.72 13.99 22.32 33.70 49.55 59.27 70.16 161 SE 1588 1590 1592 1594 1596 1598 1600 1602 1603 1604 I 162 SO 0.0 26 57 79 95 108 121 134 193 350 163 KK DIVC-A 164 KM DIVERT FLOW TO BASIN A 165 DT C-A I 166 167 DI 0 26 57 79 95 108 121 134 193 350 D0 0 9 15 19 23 26 29 32 33 35 • 168 KK H 169 KM WATERSHED INPUT DATA FOR 110% OF THE 100 -YEAR RAINFALL 170 KM FIRST 24 HOURS OF 24 -HOUR STORM 171 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 172 KM Point Rainfall 173 KM 5- Minute = 0.63 inches 174 KM 30- Minute = 1.26 inches 175 KM 1 -Hour = 1.68 inches 176 KM 3 -Hour = 3.19 inches 177 KM 6 -Hour = 4.82 inches 178 KM 24 -Hour = 11.16 inches 179 KM Ybar = 0.570 Fm = 0.684 in /hr 180 KM TIME OF CONCENTRATION (MIN)= 15.80 , ASSUMED TIME TO PEAK (HRS)= 16.25 181 BA 0.024 182 01 2 2 2 2 2 2 2 2 2 2 183 OI 2 2 2 2 2 2 2 2 2 2 2 184 OI 2 2 2 2 2 2 2 2 2 185 01 2 2 2 2 2 2 2 2 2 2 186 01 2 2 2 2 2 2 2 2 2 2 187 01 2 2 2 2 2 2 2 2 2 2 2 188 OI 2 2 2 2 2 2 2 2 2 189 0I 2 2 2 2 2 2 2 2 2 2 190 01 2 2 2 2 2 2 2 2 2 2 191 QI 2 2 2 2 2 2 2 2 2 2 192 0I 2 2 2 2 2 2 2 2 2 2 193 01 2 2 2 2 2 2 2 2 2 2 194 01 2 2 2 2 2 3 3 3 3 3 195 0I 3 3 3 3 3 3 3 3 3 3 196 01 3 3 3 3 3 3 3 3 3 3 3 197 QI 3 3 3 3 3 3 3 3 3 198 0I 3 3 3 3 3 3 3 4 4 4 199 01 4 4 4 4 4 4 4 4 4 4 200 0I 5 5 5 5 5 5 5 5 5 5 201 OI 6 6 7 19 30 42 31 20 8 5 202 0I 5 5 5 4 4 4 4 4 4 4 I } 1 1 HEC-1 INPUT PAGE 5 LINE ID 1 2 3 4 5 6 7 8 9 10 203 0I 3 3 3 3 3 3 3 3 3 3 204 0I 3 3 3 3 3 3 3 3 3 , 3 205 0I 2 2 2 2 2 2 2 2 2 2 II 206 0I 2 2 2 2 2 2 2 2 2 2 2 207 0I 2 2 2 2 2 2 2 2 2 • 208 01 2 2 2 2 2 2 2 2 2 2 209 0I 2 2 2 2 2 2 2 2 2 2 210 0I 2 2 2 2 2 2 2 2 211 KK COMBH 212 KM COMBINE INFLOW TO H 213 HC 2 214 KK H 215 KM SAND AREA 0.42 ACRES 216 KM OUTFLOW ALSO INCLUDES 42" INLET CONTROL TO BASIN I 217 KM OVERFLOW TO BASIN 1 STARTING AT ELEVATION 1572 218 KO 5 219 RS 1 ELEV 1566 220 SV 0.00 0.01 1.62 4.51 9.31 12.63 16.67 221 SE 1566 1566.01 1568 1570 1572 1573 1574 I 222 SO 0.0 13.5 40.1 92.0 135.8 198.8 384.8 223 KK DIVH -I 224 KM DIVERT FLOW FROM BASIN H TO BASIN 1 225 DT H-1 I 226 DI 0 13.5 40.1 92.0 135.8 198.8 384.8 227 D0 0 0 21.0 60.0 90.0 153.0 339.0 228 KK RCTOA 229 DR C-A I 230 KK A 231 KM WATERSHED INPUT DATA FOR 110% OF THE 100-YEAR RAINFALL 232 KM FIRST 24 HOURS OF 24-HOUR STORM I 233 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 234 KM Point Rainfall 235 KM 5- Minute = 0.63 inches 236 KM 30- Minute = 1.26 inches 237 KM 1 -Hour = 1.68 inches 238 KM 3 -Hour = 3.19 inches j 239 KM 6 -Hour = 4.82 inches 240 KM 24 -Hour = 11.16 inches 241 KM Ybar = 0.369 Fm = 0.434 in /hr 242 KM TIME OF CONCENTRATION (MIN)= 18.20 , ASSUMED TIME TO PEAK (HRS)= 16.33 243 BA 0.150 244 0I 15 15 15 15 15 15 15 16 16 16 245 0I 16 16 16 16 16 16 16 16 16 16 246 01 16 16 16 16 16 16 16 16 16 16 247 0I 16 16 16 16 16 17 17 17 17 17 248 0I 17 17 17 17 17 17 17 17 17 17 249 0I 17 17 17 17 17 17 17 18 18 18 250 0I 18 18 18 18 18 18 18 18 18 18 I 251 0I 18 18 18 18 18 18 19 19 19 19 252 OI 19 19 19 19 19 19 19 19 19 19 1 a l 1 E HEC -1 INPUT PAGE 6 I LINE ID 1 2 3 4 5 6 7 8 9 10 253 01 19 20 20 20 20 20 20 20 20 20 254 01 20 20 20 21 21 21 21 21 21 21 255 QI 21 21 21 21 22 22 22 22 22 22 I 256 0I 22 22 23 23 23 23 23 23 23 23 257 QI 24 24 24 24 24 24 24 25 25 25 258 0I 25 25 25 26 26 26 26 26 26 27 259 QI 27 27 27 28 28 28 28 29 29 29 I 260 01 30 30 30 30 31 32 32 33 33 33 40 261 01 34 34 35 35 36 37 37 38 39 262 0I 42 43 44 45 46 47 46 46 45 47 263 01 51 55 59 109 159 209 259 194 130 66 264 01 46 44 42 40 39 37 35 34 33 32 I 265 0I 32 31 30 29 29 28 . 28 27 27 26 23 266 QI 26 26 25 25 25 24 24 24 23 267 01 23 23 22 22 22 22 22 21 21 21 268 0I 21 21 20 20 20 20 20 20 19 19 269 0I 19 19 19 19 19 19 18 18 18 18 17 I 270 QI 18 18 18 18 18 17 17 17 17 271 0I 17 17 17 17 17 17 16 16 16 16 272 QI 16 16 16 16 16 16 16 16 I 273 KK BSNA 2T4 HC 2 y 275 KK A I 276 KM SAND AREA 0.40 ACRES I 277 KO 5 278 RS 1 ELEV 1578 279 SV 0.00 0.01 1.33 4.20 10.15 18.81 29.91 280 SE 1578 1578.01 1580 1582 1584 1586 1588 I 281 SQ 0 12.9 18.2 30.5 43.6 43.6 43.6 282 KK ROS-D 283 KM RETRIEVE SMALLER PORTION OF OFF -SITE HYDROLOGY 284 DR OS -D I I 285 KK D 286 KM WATERSHED INPUT DATA FOR 110% OF THE 100 -YEAR RAINFALL 287 KM FIRST 24 HOURS OF 24 -HOUR STORM I 288 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 289 KM Point Rainfall 290 KM 5- Minute = 0.63 inches 291 KM 30- Minute = 1.26 inches 292 KM 1-Hour = 1.68 inches # 293 KM 3 -Hour = 3.19 inches 294 KM 6 -Hour = 4.82 inches 295 KM 24 -Hour = 11.16 inches 296 KM Ybar = 0.377 Fm = 0.444 in /hr I 297 KM TIME OF CONCENTRATION (MIN)= 16.90 , ASSUMED TIME TO PEAK (HRS)= 16.25 298 BA 0.088 299 01 9 9 9 9 9 9 9 9 9 9 300 QI 9 9 9 9 9 9 9 9 9 9 301 01 9 9 9 9 9 9 9 9 9 9 302 QI 9 9 10 10 10 10 10 10 10 10 303 01 10 10 10 10 10 10 10 10 10 10 � 9 HEC-1 INPUT PAGE 7 LINE ID 1 2 3 4 5 6 7 8 9 10 304 0I 10 10 10 10 10 10 10 10 10 10 305 01 10 10 10 10 10 10 10 10 10 11 306 Q1 11 11 11 11 11 11 11 11 11 11 1 307 0I 11 11 11 11 11 11 11 11 11 11 12 308 QI 11 11 11 11 12 12 12 12 12 309 DI 12 12 12 12 12 12 12 12 12 12 310 01 12 12 12 12 13 13 13 13 13 13 II 311 01 13 13 13 13 13 13 13 13 14 14 14 312 0I 14 14 14 14 14 14 14 14 14 313 0I 15 15 15 15 15 15 15 15 15 15 314 01 16 16 16 16 16 16 16 17 17 17 315 01 17 17 18 18 18 18 19 19 19 19 316 DI 20 20 20 20 21 21 22 22 22 23 28 317 0I 24 25 26 27 27 28 28 28 27 318 0I 31 33 36 77 118 159 124 89 53 26 319 01 25 25 24 23 22 21 20 20 19 19 320 01 18 18 17 17 17 16 16 16 15 15 321 0I 15 15 15 14 14 14 14 14 14 13 322 01 13 13 13 13 13 13 12 12 12 12 323 01 12 12 12 12 12 12 11 11 11 11 324 0I 11 11 11 11 11 11 11 11 11 10 325 01 10 10 10 10 10 10 10 10 10 10 326 QI 10 10 10 10 10 10 10 9 9 9 327 01 9 9 9 9 9 9 9 9 328 KK COMB-D I 329 HC 2 330 KK D 331 KM SAND AREA 0.76 ACRES 332 KO 5 333 RS 1 ELEV 1610 334 SV 0.00 0.01 1.68 4.42 9.58 17.83 28.62 335 SE 1610 1610.01 1612 1614 1616 1618 1620 336 SO 0.0 24.5 34.5 57.9 82.9 82.9 82.9 337 KK E 338 KM WATERSHED INPUT DATA FOR 110% OF THE 100-YEAR RAINFALL 339 KM FIRST 24 HOURS OF 24 -HOUR STORM 340 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 341 KM Point Rainfall 342 KM 5- Minute = 0.63 inches 343 KM 30- Minute = 1.26 inches 344 KM 1 -Hour = 1.68 inches 345 KM 3 -Hour = 3.19 inches 346 104 6-Hour = 4.82 inches 347 KM 24 -Hour =,11.16 inches 348 KM Ybar = 0.404 Fm = 0.477 in /hr 349 KM TIME OF CONCENTRATION (MIN)= 13.40 , ASSUMED "TIME TO PEAK (HRS)= 16.25 350 BA 0.059 351 0I 6 6 6 6 6 6 6 6 6 6 352 GI 6 6 6 6 6 6 6 6 6 6 353 01 6 6 6 6 6 6 6 6 6 6 III 354 01 6 6 6 6 6 6 6 6 6 6 355 OI 6 6 6 6 6 6 6 6 6 6 1 I x 3 1 i f HEC 1 INPUT PAGE 8 F LINE ID 1 2 3 4 5 6 7 8 9 10 6 356 QI 1 6 6 6 6 6 7 7 7 7 357 OI 7 7 7 7 7 7 7 7 7 7 358 0I 7 7 7 7 7 7 7 7 7 7 II 359 01 7 7 7 7 7 7 7 7 7 7 8 360 01 7 7 7 7 7 7 7 7 8 361 01 8 8 8 8 8 8 8 8 8 8 [ 362 Q1 8 8 8 8 8 8 8 8 8 8 363 0I 8 8 8 8 8 9 9 9 9 9 1 I 364 01 9 9 9 9 9 9 9 9 9 9 365 01 9 9 10 10 10 10 10 10 10 10 366 0I 10 10 10 10 10 10 11 11 11 11 367 OI 11 11 11 12 12 12 12 12 12 13 II 368 01 13 13 13 13 14 14 14 14 15 15 369 DI 16 16 17 17 18 18 17 17 18 19 370 0l 22 25 28 60 92 124 78 33 16 17 371 0I 17 16 15 14 14 13 13 12 12 12 372 01 11 11 11 11 10 10 10 10 10 10 1 373 01 10 9 9 9 9 9 9 9 9 9 374 QI 8 8 8 8 8 8 8 8 8 8 375 01 8 8 8 7 7 7 7 7 7 7 376 01 7 7 7 7 7 7 7 7 7 7 377 0I 7 7 7 7 6 6 6 6 6 6 I 378 0I 6 6 6 6 6 6 6 6 6 6 379 0I 6 6 6 6 6 6 6 6 380 KK E II 381 KM SAND AREA 0.08 ACRES 382 KO 5 383 RS 1 ELEV 1592 384 SV 0.00 0.01 1.81 4.28 7.79 12.90 19.56 385 SE 1592 1592.01 1594 1596 1598 1600 1602 386 SO 0.0 2.6 3.6 6.1 8.7 8.7 8.7 387 KK F I 388 KM WATERSHED INPUT DATA FOR 110% OF THE 100 -YEAR RAINFALL I 389 KM FIRST 24 HOURS OF 24 -HOUR STORM 390 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 391 KM Point Rainfall 392 KM 5- Minute = 0.63 inches 393 KM 30- Minute = 1.26 inches 394 KM 1 -Hour = 1.68 inches 395 KM 3-Hour = 3.19 inches 396 KM 6 -Hour = 4.82 inches 397 KM 24 -Hour = 11.16 inches 398 KM Ybar = 0.241 Fm = 0.273 in /hr 399 KM TIME OF CONCENTRATION (MIN)= 18.50 , ASSUMED TIME TO PEAK (HRS)= 16.33 400 BA 0.277 401 0I 34 34 34 34 34 34 34 34 34 35 402 01 35 35 35 35 35 35 35 35 35 35 36 403 01 35 35 36 36 36 36 36 36 36 404 0I 36 36 36 37 37 37 37 37 37 37 405 0I 37 37 37 37 37 38 38 38 38 38 406 0I 38 38 38 38 39 39 39 39 39 39 407 QI 39 39 40 40 40 40 40 40 40 40 408 0I 41 41 41 41 41 41 41 41 42 42 II 3 i II HEC-1 INPUT PAGE 9 I LINE ID 1 2 3 4 5 6 7 8 9 10 409 01 42 42 42 42 42 43 43 43 43 43 410 01 43 44 44 44 44 44 44 44 45 45 411 01 45 45 45 46 46 46 46 47 47 47 II 412 OI 47 47 47 48 48 48 48 49 49 49 413 01 49 50 50 50 50 51 51 51 52 52 414 01 52 53 53 53 54 54 54 55 55 55 415 0I 56 56 57 57 58 58 58 58 59 59 II 416 01 60 60 61 61 61 62 63 64 65 65 74 417 0I 66 66 67 68 69 70 71 72 73 418 01 75 76 77 79 80 81 82 83 86 89 419 0I 92 95 98 100 102 103 102 100 99 105 420 01 113 122 131 222 314 406 498 383 268 153 I 421 0I 104 99 94 89 86 82 79 76 74 72 58 422 01 70 68 67 65 64 62 61 60 59 423 01 58 57 56 56 55 54 53 53 52 51 424 01 51 50 50 49 49 48 48 47 47 46 425 0I 46 46 45 45 45 44 44 44 43 43 40 I 426 0I 43 42 42 42 41 41 41 41 40 427 01 40 40 39 39 39 39 38 38 38 38 428 01 38 37 37 37 37 37 37 36 36 36 429 01 36 36 36 35 35 35 35 35 II 430 KK F 431 KM SAND AREA 0.32 ACRES 432 KO 5 433 RS 1 ELEV 1536 II 434 SV 0.00 0.01 2.48 7.93 16.04 27.09 41.01 56.95 74.93 435 SE 1536 1536.01 1538 1540 1542 1544 1546 1548 1550 436 SO 0.0 10.3 14.5 24.4 34.9 34.9 34.9 34.9 34.9 II 437 KK RCT01 438 DR H -I 439 KK I 440 KM WATERSHED INPUT DATA FOR 110% OF THE 100 -YEAR RAINFALL I 441 442 KM FIRST 24 HOURS OF 24-HOUR STORM KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 443 KM Point Rainfall 444 KM 5-Minute = 0.63 inches I 445 KM 30- Minute = 1.26 inches 446 KM 1 -Hour = 1.68 inches 447 KM 3 -Hour = 3.19 inches 448 KM 6 -Hour = 4.82 inches 449 KM 24 -Hour = 11.16 inches I 450 KM Ybar = 0.437 Fm = 0.518 in /hr 451 KM TIME OF CONCENTRATION (MIN)= 14.70 , ASSUMED TIME TO PEAK (HRS)= 16.25 452 BA 0.060 453 01 5 5 5 5 6 6 6 6 6 6 I 454 01 6 6 6 6 6 6 6 6 6 6 6 455 01 6 6 6 6 6 6 6 6 6 • 456 0I 6 6 6 6 6 6 6 6 6 6 457 GI 6 6 6 6 6 6 6 6 6 6 458 01 6 6 6 6 6 6 6 6 6 6 I 459 01 6 6 6 6 6 6 6 6 6 6 460 OI 7 7 7 7 7 7 7 7 7 7 1 II II 1 II II II NEC -1 INPUT PAGE 10 LINE ID 1 2 3 4 5 6 7 8 9 10 461 0I 7 7 7 7 7 7 7 7 7 7 462 0I 7 7 7 7 7 7 7 7 7 7 463 01 7 7 7 7 7 7 7 7 8 8 464 01 8 8 8 8 8 8 8 8 8 8 465 01 8 8 8 8 8 8 8 8 8 8 466 01 8 8 9 9 9 9 9 9 9 9 467 01 9 9 9 9 9 9 9 9 9 10 II II 468 01 10 10 10 10 10 10 10 10 10 11 12 469 0I 11 11 11 11 11 11 12 12 12 470 0I 12 12. 12 13 13 13 14 14 14 14 471 0I 15 15 16 17 17 17 18 18 18 18 472 0I 20 22 24 55 86 117 82 46 15 15 II 473 01 15 16 15 14 13 13 12 12 12 11 9 474 01 11 11 11 10 10 10 10 10 9 475 01 9 9 9 9 9 9 9 8 8 8 476 01 8 8 8 8 8 8 8 8 7 7 I 477 01 7 7 7 7 7 7 7 7 7 7 478 01 7 7 7 7 7 7 7 6 6 6 479 01 6 6 6 6 6 6 6 6 6 6 480 01 6 6 6 6 6 6 6 6 6 6 481 0I 6 6 6 6 6 6 6 6 I 482 KK COMM 483 KM COMBINE SUBAREA I WITH FLOW FROM BASIN H 484 HC 2 485 KK I 486 KM SAND AREA 0.40 ACRES 487 KO 5 488 RS 1 ELEV 1546 489 SV 0.00 0.01 0.91 4.69 12.81 24.22 39.69 490 SE 1546 1546.01 1548 1550 1552 1554 1556 491 S0 0.0 12.9 18.2 30.5 43.6 43.6 43.6 492 KK J II 493 KM WATERSHED INPUT DATA FOR 110% OF THE 100 -YEAR RAINFALL 494 KM FIRST 24 HOURS OF 24 -HOUR STORM 495 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 496 KM Point Rainfall 497 KM 5- Minute = 0.63 inches , li 498 KM 30- Minute = 1.26 inches 499 KM 1 -Hour = 1.68 inches 500 KM 3 -Hour = 3.19 inches 501 KM 6 -Hour = 4.82 inches 502 KM 24 -Hour = 11.16 inches 503 KM Ybar = 0.443 Fm = 0.525 in /hr 504 KM TIME OF CONCENTRATION (MIN)= 17.20 , ASSUMED TIME TO PEAK (HRS)= 16.25 505 BA 0.048 506 0I 4 4 4 4 4 4 4 4 4 4 507 0I 4 4 4 4 4 4 4 4 4 4 508 0I 5 5 5 5 5 5 5 5 5 5 509 01 5 5 5 5 5 5 5 5 5 5 510 01 5 5 5 5 5 5 5 5 5 5 II 511 01 5 5 5 5 5 5 5 5 5 5 512 01 5 5 5 5 5 5 5 5 5 5 II • II II • i II HEC-1 INPUT PAGE 11 II LINE ID 1 2 3 4 5 6 7 8 9 10 513 01 5 5 5 5 5 5 5 5 5 5 514 01 5 5 5 5 5 5 5 5 5 5 515 01 6 6 6 6 6 6 6 6 6 6 516 0I 6 6 6 6 6 6 6 6 6 6' 517 01 6 6 6 6 6 6 6 6 6 6 518 0I 6 6 6 6 6 6 7 7 7 7 519 01 7 7 7 7 7 7 7 7 7 7 520 01 7 7 7 7 7 7 7 7 7 7 521 0I 8 8 8 8 8 8 8 8 8 8 , 522 QI 8 9 9 9 9 9 9 9 9 9 , II 523 0I 10 10 10 10 10 10 11 11 11 11 524 QI 12 12 13 13 13 14 13 13 13 14 1 525 0I 15 16 17 39 61 84 65 47 29 13 526 0I 13 12 12 11 11 10 10 10 9 9 527 0I 9 9 8 8 8 8 8 8 8 7 528 0I 7 7 7 7 7 7 7 7 7 7 529 0I 6 6 6 6 6 6 6 6 6 6 530 0I 6 6 6 6 6 6 6 6 5 5 531 OI 5 5 5 5 5 5 5 5 5 5 532 01 5 5 5 5 5 5 5 5 5 5 533 01 5 5 5 5 5 5 5 5 5 5 I 534 0I 5 5 5 4 4 4 4 4 535 KK J 536 KM SAND AREA 0.14 ACRES 537 KO 5 II 538 RS 1 ELEV 1554 539 SV 0.00 0.01 0.61 1.70 3.34 5.78 9.44 540 SE 1554 1554.01 1556 1558 1560 1562 1564 541 SO 0.0 4.5 6.4 10.7 15.3 15.3 15.3 II 542 ZZ I] I] li 1 1 1 II 1 II i 1 SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE (V) ROUTING ( --- >) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR ( <---) RETURN OF DIVERTED OR PUMPED FLOW I12 B V V 55 B II 62 OS 1 106 > OS -D 105 DIVOS 109 C I . 152 COMB -C • V 1 154 C 1 163 > C -A 163 DIVC-A • 168 H 1 211 . COMBH V • V 214 H • 225 . > H -I 223 DIVH -I • 229 .< C -A 228 RCTOA • 230 A • • li 273 BSNA V V 275 A 1 284 . .< OS -D 282 . . . ROS -D • 285 D I328 COMB -D V • V 330 D 1 337 E I 380 . . E { 387 F 1 V 1 430 F ' I 1 438 .< H -I 437 . . RCTOI ` 1 439 I k 1485 482 COMB I I 1 492 J V 535 . . . . J 1 II (***) RUNOFF ALSO COMPUTED AT THIS LOCATION f 1 1 41 I 1 1 1 tJ � 1 1 ( S f 1 1 • 1 r L 1 I 1 f 1 1 I 1 I. II * * * * * FLOOD HYDROGRAPH PACKAGE (HEC -1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * * REVISED 01 JUN 88 * * 609 SECOND STREET * * * DAVIS, CALIFORNIA 95616 * * * RUN DATE 10/11/1993 TIME 11:33:46 * * (916) 551 -1748 1* * * * 1 JOHN M. TETTEMER & ASSOCIATES, LTD. SIERRA LAKES HYDROLOGY STUDY II RAINFALL USED IS 110% OF THE 100 -YEAR 24 -HOUR STORM 100 -YEAR Ybar AND Tc WERE USED ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW fn= 110.I/0 080CT93 TDG II * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I 11 10 OUTPUT CONTROL VARIABLES I IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA I NMIN 5 MINUTES IN COMPUTATION INTERVAL IDATE 21SEP93 STARTING DATE ITIME 0000 STARTING TIME NO 300 NUMBER OF HYDROGRAPH ORDINATES 1 NDDATE 22SEP93 ENDING DATE NDTIME 0055 ENDING TIME KENT 19 CENTURY MARK COMPUTATION INTERVAL .08 HOURS 1 TOTAL TIME BASE 24.92 HOURS ENGLISH UNITS DRAINAGE AREA SQUARE MILES II PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES II TEMPERATURE DEGREES FAHRENHEIT 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL li IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 158 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL 1 IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 218 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL II QSCAL 0. HYDROGRAPH PLOT SCALE 277 KO OUTPUT CONTROL VARIABLES 1 IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 1 332 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL !PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE I 382 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 1 � f II 432 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL II IPLOT 0 PLOT CONTROL CSCAL 0. HYDROGRAPH PLOT SCALE 487 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL CSCAL 0. HYDROGRAPH PLOT SCALE 537 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE 1 1 ! 1 1 { ` f tl 1 1 1 1 1 1 N I RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF • OPERATION STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE I HYDROGRAPH AT B 102. 16.33 20. 11. 11. .07 ROUTED TO B 11. 15.92 11. 8. 8. .07 1614.65 18.58 1 HYDROGRAPH AT OS 1228. 16.33 230. 129. 127. .68 DIVERSION TO OS -D 409. 16.33 77. 43. 42. .68 I HYDROGRAPH AT DIVOS 819. 16.33 154. 86. 84. .68 HYDROGRAPH AT C 101. 16.33 16. 9. 9. .06 2 COMBINED AT COMB -C 920. 16.33 170. 95. 93. .74 I ROUTED TO C 129. 17.17 123. 88. 86. .74 1601.19 17.17 DIVERSION TO C -A 31. 17.17 29. 22. 21. .74 1 HYDROGRAPH AT DIVC -A 98. 17.17 94. 66. 65. .74 HYDROGRAPH AT H 42. 16.25 6. 3. 3. .02 I 2 COMBINED AT COMBH 129. 16.25 98. 69. 68. .77 ROUTED TO H 100. 18.42 97. 68. 66. .77 1570.34 18.42 II DIVERSION TO H -I 65. 18.42 63. 42. 40. .77 HYDROGRAPH AT DIVH-I 34. 18.42 34. 26. 26. .77 HYDROGRAPH AT RCTOA 31. 17.17 29. 22. 21. .00 1 HYDROGRAPH AT A 259. 16.33 48. 26. 26. .15 2 COMBINED AT BSNA 288. 16.33 74. 48. 47. .15 I ROUTED TO A 44. 15.08 44. 36. 35. .15 1586.99 22.58 HYDROGRAPH AT ROS -D 409. 16.33 77. 43. 42. .00 I HYDROGRAPH AT D 159. 16.25 28. 15. 15. .09 2 COMBINED AT COMB -D 533. 16.33 104. 58. 57. .09 1 I ROUTED TO D 83. 16.08 83. 57. 56. .09 1618.80 17.08 HYDROGRAPH AT E 124. 16.25 18. 10. 10. .06 i 4 ROUTED TO E 9. 16.33 9. 6. 6. .06 1598.44 19.08 HYDROGRAPH AT F 498. 16.33 102. 58. 57. .28 t ROUTED TO F 35. 11.33 35. 31. 30. .28 1547.74 24.92 1 HYDROGRAPH AT RCTOI 65. 18.42 63. 42. 40. .00 HYDROGRAPH AT I 117. 16.25 17. 10. 9. .06 2 I COMBINED AT COMBI 173. . 16.00 44. 34. 33. .06 1555.21 24.92 I HYDROGRAPH AT J 84. 16.25 14. 8. 7. .05 ROUTED TO J 15. 16.58 12. 7. 7. .05 1559.76 16.58 * ** NORMAL END OF NEC -1 * ** I i 1 HEC -1 OUTPUT FILE WITH INPUT FILE LISTING ' 120 PERCENT OF 100 -YEAR RAINFALL 1 1 1 1 1 1 1 1 1 1 * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * !� * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 01 JUN 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * * RUN DATE 10/11/1993 TIME 11:34:05 * * (916) 551 -1748 1* * * * 1 x x xxxxxxx xxxxx x x x x x x xx I x x x x x XXXXXXX XXXX X XXXXX X X X X X X X X X X X X I X X XXXXXXX XXXXX XXX I THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC -1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND - RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973 -STYLE INPUT STRUCTURE. THE DEFINITION OF - AMSKK- ON RM -CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM 1 1 1 11 I 1 1 1 i 1 1 1 1 1 / , / NEC -1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 111*** FREE * ** 1 ID JOHN M. TETTEMER & ASSOCIATES, LTD. 2 ID SIERRA LAKES HYDROLOGY STUDY I 3 1D RAINFALL USED IS 120X OF THE 100-YEAR 24 -HOUR STORM 4 ID 100 -YEAR Ybar AND Tc WERE USED 5 ID ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW 6 ID fn= 120.I/0 080CT93 TDG I 7 ID 8 ID * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND 1 9 ID 10 IT 5 21SEP93 0000 300 11 10 5 I *DIAGRAM 12 KK B 13 KM WATERSHED INPUT DATA FOR 120% OF 100 -YEAR RAINFALL I 14 KM FIRST 24 HOURS OF 24 -HOUR STORM 15 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 16 KM Point Rainfall 17 KM 5- Minute = 0.68 inches 18 KM 30- Minute = 1.38 inches I 19 KM 1 -Hour = 1.84 inches 20 KM 3 -Hour = 3.48 inches 21 KM 6 -Hour = 5.26 inches 22 KM 24 -Hour = 12.18 inches 23 KM Ybar = 0.428 Fm = 0.507 in /hr I 24 KM TIME OF CONCENTRATION (MIN)= 21.80 , ASSUMED TIME TO PEAK (HRS)= 16.33 25 BA 0.069 26 01 7 7 7 7 7 7 7 7 7 7 t 27 01 7 7 7 7 7 7 7 7 7 7 I 28 01 7 7 7 7 7 7 7 7 7 7 8 29 0I 7 7 7 7 7 7 8 8 8 30 01 8 8 8 8 8 8 8 8 8 8 31 01 8 8 8 8 8 8 8 8 8 8 32 01 8 8 8 8 8 8 8 8 8 8 33 0I 8 8 8 8 8 8 8 8 8 8 34 0I 9 9 9 9 9 9 9 9 9 9 35 01 9 9 9 9 9 9 9 9 9 9 36 01 9 9 9 9 9 9 9 9 10 10 I 37 01 10 10 10 10 10 10 10 10 10 10 11 38 01 10 10 10 10 10 10 10 11 11 39 01 11 11 11 11 11 11 11 11 11 11 40 0I 11 11 12 12 12 12 12 12 12 12 41 0I 12 12 12 13 13 13 13 13 13 13 42 01 13 14 14 14 14 14 14 15 15 15 43 01 15 16 16 16 16 16 17 17 18 18 44 0I 19 19 19 20 20 20 20 20 20 21 45 01 22 24 25 47 69 91 113 94 74 55 I 46 0I 36 22 21 19 18 17 17 16 16 15 47 0I 15 14 14 14 13 13 13 12 12 12 48 01 12 12 12 11 11 11 11 11 11 11 49 01 10 10 10 10 10 10 10 10 10 10 50 01 9 9 9 9 9 9 9 9 9 9 I 51 01 9 9 9 9 9 8 8 8 8 8 52 OI 8 8 8 8 8 8 8 8 8 8 1 r 1 1 I 1 1 1 1 t HEC -1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 53 0I 8 8 8 8 8 8 8 7 7 7 54 01 7 7 7 7 7 7 7 7 I 55 KK B 56 KM SAND AREA 0.10 ACRES 57 KO 5 58 RS 1 ELEV 1606 I 59 SV 0.00 0.01 0.98 2.39 4.17 6.52 10.28 60 SE 1606 1606.01 1608 1610 1612 1614 1616 61 SO 0 3.2 4.5 7.6 10.9 10.9 10.9 62 KK OS I 63 KM WATERSHED INPUT DATA FOR 120X OF 100 -YEAR RAINFALL 64 KM FIRST 24 HOURS OF 24 -HOUR STORM 65 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD ' 66 KM Point Rainfall • I 67 KM 5- Minute = 0.68 inches 68 KM 30- Minute = 1.38 inches 69 1(14 1 -Hour = 1.84 inches 70 KM 3 -Hour = 3.48 inches 71 KM 6 -Hour = 5.26 inches I 72 KM 24 -Hour = 12.18 inches 73 KM Ybar = 0.318 Fm = 0.370 in /hr 74 KM TIME OF CONCENTRATION (MIN)= 17.70 , ASSUMED TIME TO PEAK (HRS)= 16.33 75 BA 0.684 I 76 0I 83 83 83 83 83 83 83 83 83 84 77 01 84 84 84 84 85 85 85 85 85 86 78 01 86 86 86 86 87 87 87 87 87 87 79 01 88 88 88 89 89 89 89 89 90 90 • 80 01 90 90 90 91 91 91 91 92 92 92 81 0I 92 93 93 93 94 94 94 94 94 95 82 QI 95 95 96 96 96 96 97 97 97 98 83 0I 98 98 98 99 99 100 100 100 100 101 84 01 101 102 102 102 103 103 103 104 104 105 85 QI 105 105 106 106 106 107 108 108 108 109 86 91 109 109 110 111 111 111 112 112 113 114 87 QI 114 115 115 115 116 117 117 118 119 119 88 01 120 120 121 122 123 123 124 124 125 126 89 01 127 128 129 129 130 130 131 133 134 135 ! 1 90 01 136 136 137 138 139 140 141 142 142 142 91 QI 143 145 147 149 150 151 152 153 156 158 92 0I 160 162 163 164 166 169 173 176 178 179 93 01 181 183 187 191 194 198 201 204 207 216 94 QI 224 232 238 244 250 255 252 249 246 257 95 01 281 305 328 585 841 1097 1353 995 638 280 96 01 243 234 225 215 206 197 188 183 178 174 • 97 01 169 165 161 157 154 151 148 145 143 142 98 01 140 138 136 134 132 131 129 127 126 124 • I 99 0I 123 122 120 119 118 117 116 114 113 112 1 00 01 111 110 109 109 108 107 106 105 104 104 101 01 103 102 101 101 100 99 99 98 98 97 102 01 96 96 95 95 94 94 93 93 92 92 103 QI 91 91 90 90 89 89 88 88 88 87 104 0I 87 86 86 86 85 85 84 84 1 1 1 1 I . i la HEC -1 INPUT PAGE 3 illi LINE ID 1 2 3 4 5 6 7 8 9 10 105 KK DIVOS 106 DT 0S -D 107 DI 0 3 60 120 240 480 1200 3000 6000 108 DO 0 1 20 40 80 160 400 1000 2000 109 KK C I 110 KM WATERSHED INPUT DATA FOR 120% OF 100 -YEAR RAINFALL 111 KM FIRST 24 HOURS OF 24 -HOUR STORM 112 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 113 KM Point Rainfall 114 KM 5- Minute = 0.68 inches I 115 KM 30-Minute = 1.38 inches 116 KM 1 -Hour = 1.84 inches 117 KM 3 -Hour = 3.48 inches 118 KM 6 -Hour = 5.26 inches I 119 KM 24 -Hour = 12.18 inches 120 KM Ybar = 0.476 Fm = 0.567 in /hr 121 KM TIME OF CONCENTRATION (MIN)= 17.70 , ASSUMED TIME TO PEAK (HRS)= 16.33 122 BA 0.060 123 QI 6 6 6 6 6 6 6 6 6 6 I 124 DI 6 6 6 6 6 6 6 6 6 6 6 125 01 6 6 6 6 6 6 6 6 6 126 QI 6 6 6 6 6 6 6 6 6 6 127 QI 6 6 6 6 6 6 6 6 6 6 I 128 0I 6 6 6 6 6 6 6 6 6 6 129 DI 6 6 6 6 6 6 7 7 7 7 130 OI 7 7 7 7 7 7 7 7 7 7 131 QI 7 7 7 7 7 7 7 7 7 7 132 QI 7 7 7 7 7 7 7 7 7 7 I 133 01 7 7 7 7 7 8 8 8 8 8 134 QI 8 8 8 8 8 8 8 8 8 8 135 CH 8 8 8 8 8 8 8 8 8 8 136 01 9 9 9 9 9 9 9 9 9 9 137 01 9 9 9 9 9 9 10 10 10 10 138 QI 10 10 10 10 10 10 10 10 10 11 139 QI 11 11 11 11 11 11 12 12 12 12 140 0I 12 12 13 13 13 13 14 14 14 15 141 0I 15 16 16 16 17 17 17 17 17 17 142 01 19 20 22 44 67 89 112 81 50 19 12 143 OI 16 16 15 15 14 13 13 12 12 144 0I 11 11 11 11 10 10 10 10 10 10 145 01 9 9 9 9 9 9 9 9 8 8 146 01 8 8 8 8 8 8 8 8 8 8 147 01 8 7 7 7 7 7 7 7 7 7 148 QI 7 7 7 7 7 7 7 7 7 7 149 OI 6 6 6 6 6 6 6 6 6 6 150 QI 6 6 6 6 6 6 6 6 6 6 151 01 6 6 6 6 6 6 6 6 1 1 Il 1 1 HEC -1 INPUT PAGE 4 I LINE ID 1 2 3 4 5 6 7 8 9 10 152 KK COMB -C 153 HC 2 I 154 KK C 155 KM 18" INLET CONTROL TO BASIN A 156 KM 33" INLET CONTROL TO BASIN H 157 KM OVER FLOW TO BASIN H STARTING AT ELEVATION 1602 158 KO 5 159 RS 1 ELEV 1588 160 • SV 0.00 1.03 3.53 7.72 13.99 22.32 33.70 49.55 59.27 70.16 161 SE 1588 1590 1592 1594 1596 1598 1600 1602 1603 1604 162 SQ 0.0 26 57 79 95 108 121 134 193 350 163 KK DIVC -A 164 KM DIVERT FLOW TO BASIN A 165 DT C -A 166 DI 0 26 57 79 95 108 121 134 193 350 167 DO 0 9 15 19 23 26 29 32 33 35 168 KK H 169 KM WATERSHED INPUT DATA FOR 120% OF 100 -YEAR RAINFALL 170 KM FIRST 24 HOURS OF 24 -HOUR STORM 171 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 172 KM Point Rainfall 173 KM 5- Minute = 0.68 inches I 174 KM 30- Minute = 1.38 inches 175 KM 1-Hour = 1.84 inches 176 KM 3 -Hour = 3.48 inches 177 KM 6 -Hour = 5.26 inches 178 KM 24 -Hour = 12.18 inches 179 KM Ybar = 0.570 Fm = 0.684 in /hr 180 KM TIME OF CONCENTRATION (MIN)= 15.80 , ASSUMED TIME TO PEAK (HRS)= 16.25 181 BA 0.024 182 01 2 2 2 2 2 2 2 2 2 2 183 01 2 2 2 2 2 2 2 2 2 2 184 01 2 2 2 2 2 2 2 2 2 2 185 0I 2 2 2 2 2 2 2 2 2 2 186 01 2 2 2 2 2 2 2 2 2 2 187 0I 2 2 2 2 2 2 2 2 2 2 188 QI 2 2 2 2 2 2 2 2 2 2 189 0I 2 2 2 2 2 2 2 2 2 2 190 0I 2 2 2 2 2 2 2 2 2 2 191 QI 2 2 2 2 2 2 2 2 2 2 192 01 2 2 2 2 2 2 2 2 3 3 3 193 01 3 3 3 3 3 3 3 3 3 194 01 3 3 3 3 3 3 3 3 3 3 195 01 3 3 3 3 3 3 3 3 3 3 196 0I 3 3 3 3 3 3 3 3 3 3 3 197 0I 3 3 3 3 3 3 3 3 3 198 oI 4 4 4 4 4 4 4 4 4 4 199 0I 4 4 4 4 4 4 5 5 5 5 200 01 5 5 5 6 6 6 6 6 6 6 201 0I 7 7 8 21 34 47 34 22 9 5 202 OI 5 5 5 5 4 4 4 4 4 4 . 1 1 k h I 1 } p {, { ~ HEC -1 INPUT PAGE 5 LINE ID 1 2 3 4 5 6 7 8 9 10 • 203 CI 4 4 4 3 3 3 3 3 3 3 204 01 3 3 3 3 3 3 3 3 3 3 205 0I 3 3 3 3 3 3 3 3 3 2 206 01 2 2 2 2 2 2 2 2 2 2 r 207 01 2 2 2 2 2 2 2 2 2 2 208 01 2 2 2 2 2 2 2 2 2 2 209 01 2 2 2 2 2 2 2 2 2 2 210 0I 2 2 2 2 2 2 2 2 II 211 KK COMBH 212 KM COMBINE INFLOW TO H 213 HC 2 214 KK H 215 KM SAND AREA 0.42 ACRES 216 KM OUTFLOW ALSO INCLUDES 42" INLET CONTROL TO BASIN I 217 KM OVERFLOW TO BASIN I STARTING AT ELEVATION 1572 218 KO 5 II 219 RS 1 ELEV 1566 220 SV 0.00 0.01 1.62 4.51 9.31 12.63 16.67 221 SE 1566 1566.01 1568 1570 1572 1573 1574 222 50 0.0 13.5 40.1 92.0 135.8 198.8 384.8 II 223 KK DIVH -I 224 KM DIVERT FLOW FROM BASIN H TO BASIN I 225 DT H -1 226 DI 0 13.5 40.1 92.0 135.8 198.8 384.8 II 227 00 0 0 21.0 60.0 90.0 153.0 339.0 228 KK RCTOA 229 DR C -A 1 230 KK A 231 KM WATERSHED INPUT DATA FOR 120% OF 100 -YEAR RAINFALL 232 KM FIRST 24 HOURS OF 24 -HOUR STORM 233 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD II 234 KM Point Rainfall 235 KM 5- Minute = 0.68 inches 236 KM 30- Minute = 1.38 inches 237 KM 1 -Hour = 1.84 inches 238 KM 3 -Hour = 3.48 inches II 239 KM 6 -Hour = 5.26 inches 240 KM 24 -Hour = 12.18 inches 241 KM Ybar = 0.369 Fm = 0.434 in /hr 242 KM TIME OF CONCENTRATION (MIN)= 18.20 , ASSUMED TIME TO PEAK (HRS)= 16.33 O 243 BA 0.150 244 0I 17 17 17 17 17 17 17 17 17 17 245 01 17 17 17 17 17 17 17 17 17 17 246 0I 17 17 17 18 18 18 18 18 18 18 II 247 01 18 18 18 18 18 18 18 18 18 18 248 0I 18 18 18 18 18 18 19 19 19 19 249 01 19 19 19 19 19 19 19 19 19 19 250 0I 19 19 19 19 20 20 20 20 20 20 251 01 20 20 20 20 20 20 20 20 20 20 . 252 0I 21 21 21 21 21 21 21 21 21 21 r• II $ II II HEC-1 INPUT PAGE 6 LINE ID 1 2 3 4 5 6 7 8 9 10 253 QI 21 21 21 22 22 22 22 22 22 22 254 QI 22 22 22 22 22 23 23 23 23 23 255 QI 23 23 23 23 24 24 24 24 24 24 i 256 QI 24 24 25 25 25 25 25 25 25 26 257 QI 26 26 26 26 26 26 27 27 27 27 258 QI 27 28 28 28 28 29 29 29 29 29 259 QI 29 30 30 30 30 30 31 31 32 32 260 QI 32 33 33 33 34 34 35 36 36 36 44 261 QI 37 37 38 39 39 40 41 41 42 262 QI 45 47 48 49 50 51 50 50 49 52 263 QI 56 61 65 120 175 231 286 214 143 72 r 264 QI 50 48 46 44 42 40 39 37 36 35 265 QI 34 34 33 32 31 31 30 29 29 29 25 266 QI 28 28 28 27 27 27 26 26 26 267 QI 25 25 24 24 24 24 23 23 23 23 268 QI 23 22 22 22 22 22 22 21 21 21 j 269 01 21 21 21 20 20 20 20 20 20 20 19 270 QI 20 19 19 19 19 19 19 19 19 271 01 18 18 18 18 18 18 18 18 18 18 272 0I 18 18 17 17 17 17 17 17 273 KK BSNA 274 HC 2 275 KK A 276 KM SAND AREA 0.40 ACRES 277 KO 5 278 RS 1 ELEV 1578 279 SV 0.00 0.01 1.33 4.20 10.15 18.81 29.91 280 SE 1578 1578.01 1580 1582 1584 1586 1588 281 SQ 0 12.9 18.2 30.5 43.6 43.6 43.6 282 KK ROS-D 283 KM RETRIEVE SMALLER PORTION OF OFF-SITE HYDROLOGY 284 DR OS -D 285 KK D 286 KM WATERSHED INPUT DATA FOR 120% OF 100-YEAR RAINFALL 287 KM FIRST 24 HOURS OF 24 -HOUR STORM 288 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 289 KM Point Rainfall 290 KM 5- Minute = 0.68 inches 291 KM 30-Minute = 1.38 inches 292 KM 1 -Hour = 1.84 inches 293 KM 3 -Hour = 3.48 inches 294 KM 6 -Hour = 5.26 inches 295 KM 24 -Hour = 12.18 inches .296 KM Ybar = 0.377 Fm = 0.444 in /hr 297 KM TIME OF CONCENTRATION (MIN)= 16.90 , ASSUMED TIME TO PEAK (HRS)= 16.25 298 BA 0.088 F 299 01 10 10 10 10 10 10 10 10 10 10 300 QI 10 10 10 10 10 10 10 10 10 10 301 QI 10 10 10 10 10 10 10 10 10 10 1 : 302 QI 10 10 10 10 10 10 10 10 11 11 303 QI 11 11 11 11 11 11 11 11 11 11 I 1 I ° HEC -1 INPUT PAGE 7 I LINE ID 1 2 3 4 5 6 7 8 9 10 304 01 11 11 11 11 11 11 11 11 11 11 305 0I 11 11 11 11 11 11 11 11 11 11 I 306 0I 11 12 12 12 12 12 12 12 12 12 307 01 12 12 12 12 12 12 12 12 12 12 308 01 12 12 12 12 13 13 13 13 13 13 309 01 13 13 13 13 13 13 13 13 13 13 310 OI 13 13 14 14 14 14 14 14 14 14 I 311 01 14 14 14 14 14 14 15 15 15 15 16 312 0I 15 15 15 15 15 15 15 16 16 313 0I 16 16 16 16 16 16 17 17 17 17 314 01 17 17 17 17 18 18 18 18 18 18 I 315 01 19 19 19 19 20 20 20 21 21 21 316 OI 21 22 22 22 23 23 24 24 25 25 317 01 26 27 28 29 30 30 30 30 30 31 318 0I 34 37 40 85 131 176 137 98 58 28 319 0I 28 27 26 25 24 23 22 22 21 20 I 320 01 20 19 19 18 18 18 17 17 17 17 321 OI 16 16 16 16 16 15 15 15 15 15 322 0I 14 14 14 14 14 14 14 13 13 13 323 01 13 13 13 13 13 13 12 12 12 12 324 01 12 12 12 . 12 12 12 12 12 11 11 325 01 11 11 11 11 11 11 11 11 11 11 326 01 11 11 11 11 10 10 10 10 10 10 327 0! 10 10 10 10 10 10 10 10 328 KK COMB -D , / 329 HC • 2 330 KK D 331 KM SAND AREA 0.76 ACRES I 332 KO 5 333 RS 1 ELEV 1610 334 SV 0.00 0.01 1.68 4.42 9.58 17.83 28.62 335 SE 1610 1610.01 1612 1614 1616 1618 1620 336 SO 0.0 24.5 34.5 57.9 82.9 82.9 82.9 337 KK E 338 KM WATERSHED INPUT DATA FOR 120% OF 100 -YEAR RAINFALL 339 KM FIRST 24 HOURS OF 24-HOUR STORM 340 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 341 KM Point Rainfall 342 KM 5- Minute = 0.68 inches 343 KM 30- Minute = 1.38 inches 344 KM 1 -Hour = 1.84 inches 345 KM 3 -Hour = 3.48 inches 346 KM 6 -Hour = 5.26 inches 347 KM 24 -Hour = 12.18 inches 348 KM Ybar = 0.404 Fm = 0.477 in /hr 349 KM TIME OF CONCENTRATION (MIN)= 13.40 , ASSUMED TIME TO PEAK (HRS)= 16.25 350 8A 0.059 351 0I 6 6 6 6 6 6 6 6 6 6 352 01 6 6 6 6 6 6 6 6 6 6 I 353 OI 6 6 7 7 7 7 7 7 7 7 354 01 7 7 7 7 7 7 7 7 7 7 355 OI 7 7 7 7 7 7 7 7 7 7 1 _ 1 III 1 d I HEC-1 INPUT PAGE 8 I LINE ID 1 2 3 4 5 6 7 8 9 10 356 0I 7 7 7 7 7 7 7 7 7 7 357 01 7 7 7 7 7 7 7 7 7 7 I 358 01 7 7 7 7 7 8 8 8 8 8 359 01 8 8 8 8 8 8 8 8 8 8 360 01 8 8 8 8 8 8 8 8 8 8 361 01 8 8 8 8 8 8 8 8 9 9 362 01 9 9 9 9 9 9 9 9 9 9 I 363 OI 9 9 9 9 9 9 9 9 9 10 364 01 10 10 10 10 10 10 10 10 10 10 365 0I 10 10 10 10 11 11 11 11 11 11 366 01 11 11 11 11 11 11 12 12 12 12 367 01 12 12 12 13 13 13 13 13 14 14 368 01 14 14 14 15 15 15 15 16 16 17 21 369 01 17 17 18 19 20 19 19 19 20 370 0i 24 28 32 67 102 137 86 36 18 18 371 0I 19 18 17 16 15 14 14 14 13 13 I 372 01 13 12 12 12 11 11 11 11 11 11 373 01 10 10 10 10 10 10 10 10 9 9 374 OI 9 9 9 9 9 9 9 9 8 8 375 01 8 8 8 8 8 8 8 8 8 8 376 0I 8 8 8 8 8 7 7 7 7 7 I 377 01 7 7 7 7 7 7 7 7 7 7 378 oI 7 7 7 7 7 7 7 7 7 7 379 01 7 6 6 6 6 6 6 6 I 380 KK E 381 KM SAND AREA 0.08 ACRES 382 KO 5 383 RS 1 ELEV 1592 384 SV 0.00 0.01 1.81 4.28 7.79 12.90 19.56 I 385 SE 1592 1592.01 1594 1596 1598 1600 1602 386 SO 0.0 2.6 3.6 6.1 8.7 8.7 8.7 387 KK F I 388 KM WATERSHED INPUT DATA FOR 120% OF 100 -YEAR RAINFALL 389 KM FIRST 24 HOURS OF 24 -HOUR STORM 390 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 391 KM Point Rainfall 392 KM 5- Minute = 0.68 inches I 393 KM 30- Minute = 1.38 inches 394 KM 1 -Hour = 1.84 inches 395 KM 3 -Hour = 3.48 inches 396 KM 6 -Hour = 5.26 inches 397 KM 24 -Hour = 12.18 inches 398 KM Ybar = 0.241 Fm = 0.273 in /hr 399 KM TIME OF CONCENTRATION (MIN)= 18.50 , ASSUMED TIME TO PEAK (HRS)= 16.33 400 BA 0.277 401 01 37 37 37 37 37 37 37 38 38 38 I 402 0I 38 38 38 38 38 38 38 38 39 39 39 403 01 39 39 39 39 39 39 39 39 39 404 0I 40 40 40 40 40 40 40 40 40 40 405 01 41 41 41 41 41 41 41 41 41 42 I 406 0I 42 42 42 42 42 42 42 42 43 43 407 01 43 43 43 43 43 43 43 44 44 44 408 OI 44 44 44 44 45 45 45 45 45 45 1 1 1 1 f t 1 HEC-1 INPUT PAGE 9 LINE ID 1 2 3 4 5 6 7 8 9 10 409 01 46 46 46 46 46 46 47 47 47 47 410 01 47 47 48 48 48 48 48 49 49 49 411 0I 49 49 50 50 50 50 50 51 51 51 I 412 0I 51 51 52 52 52 53 53 53 53 54 57 413 01 54 54 55 55 55 55 56 56 56 414 01 57 57 58 58 58 59 59 60 60 60 415 01 61 61 62 62 63 63 63 64 64 65 I 416 01 65 66 66 67 67 67 68 69 70 71 417 01 72 72 73 74 75 77 78 79 80 80 418 01 81 83 84 86 87 88 90 91 94 97 419 0I 101 104 107 109 112 112 111 109 108 114 420 01 124 134 144 245 346 447 547 421 294 167 I 421 0I 113 108 103 97 93 90 86 83 81 79 422 0I 77 75 73 71 70 68 67 66 64 64 423 0I 63 62 62 61 60 59 58 58 57 56 424 01 56 55 54 54 53 53 52 52 51 51 425 01 50 50 49 49 49 48 48 47 47 47 426 01 46 46 46 45 45 45 45 44 44 44 427 01 • 43 43 43 43 42 42 42 42 42 41 428 01 41 41 41 40 40 40 40 40 39 39 429 0I 39 39 39 39 38 38 38 38 I 430 KK F 431 KM SAND AREA 0.32 ACRES 432 KO 5 433 RS 1 ELEV 1536 • I 434 SV 0.00 0.01 2.48 7.93 16.04 27.09 41.01 56.95 74.93 435 SE 1536 1536.01 1538 1540 1542 1544 1546 1548 1550 436 SO 0.0 10.3 14.5 24.4 34.9 34.9 34.9 34.9 34.9 1 437 438 KK RCTOI DR H-I 439 KK I 440 KM WATERSHED INPUT DATA FOR 120X OF 100-YEAR RAINFALL I 441 KM FIRST 24 HOURS OF 24 -HOUR STORM 442 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 443 KM Point Rainfall 444 KM 5- Minute = 0.68 inches 445 KM 30- Minute = 1.38 inches 446 KM 1 -Hour = 1.84 inches 447 KM 3 -Hour = 3.48 inches 448 KM 6 -Hour = 5.26 inches 449 KM 24 -Hour = 12.18 inches • 450 KM Ybar = 0.437 Fm = 0.518 in /hr 451 KM TIME OF CONCENTRATION (MIN)= 14.70 , ASSUMED TIME TO PEAK (HRS)= 16.25 452 BA 0.060 453 0I 6 6 6 6 6 6 6 6 6 6 I 454 01 6 6 6 6 6 6 6 6 6 6 6 455 01 6 6 6 6 6 6 6 6 6 456 01 6 6 6 6 6 6 6 6 6 6 457 01 7 7 7 7 7 7 7 7 7 7 " 458 01 7 7 7 7 7 7 7 7 7 7 I 459 01 7 7 7 7 7 7 7 7 7 7 460 OI 7 7 7 7 7 7 7 7 7 7 1 1 i 1 1 i 1 lap HEC-1 INPUT PAGE 10 1 I LINE ID 1 2 3 4 5 6 7 8 9 10 461 01 7 7 7 7 7 7 7 8 8 8 462 OI 8 8 8 8 8 8 8 8 8 8 463 OI 8 8 8 8 8 8 8 8 8 8 I 464 DI 8 8 8 8 8 8 9 9 9 9 465 OI 9 9 9 9 9 9 9 9 9 9 466 01 9 9 9 9 9 10 10 10 10 10 467 01 10 10 10 10 10 10 10 10 10 10 I 468 01 10 11 11 11 11 11 11 11 11 12 469 01 12 12 12 12 12 12 13 13 13 13 470 01 13 13 14 14 14 14 15 15 16 16 471 QI 16 17 17 18 19 19 19 20 20 20 472 OI 22 25 28 62 96 129 90 51 16 17 I 473 QI 17 17 16 15 14 14 14 13 13 12 10 474 OI 12 12 12 11 11 11 11 10 10 475 QI 10 10 10 10 10 9 9 9 9 9 476 01 9 9 9 9 8 8 8 8 8 8 477 01 8 8 8 8 8 8 8 8 8 7 478 QI 7 7 7 7 7 7 7 7 7 7 479 0t 7 7 7 7 7 7 7 7 7 7 480 QI 7 7 7 6 6 6 6 6 6 6 481 OI 6 6 6 6 6 6 6 6 • 482 KK COMBI 483 KM COMBINE SUBAREA I WITH FLOW FROM BASIN H 484 HC 2 485 KK I 486 KM SAND AREA 0.40 ACRES 487 KO 5 488 RS 1 ELEV 1546 I 489 SV 0.00 0.01 0.91 4.69 12.81 24.22 39.69 490 SE 1546 1546.01 1548 1550 1552 1554 1556 491 SO 0.0 12.9 18.2 30.5 43.6 43.6 43.6 492 KK J 493 KM WATERSHED INPUT DATA FOR 120% OF 100 -YEAR RAINFALL 494 KM FIRST 24 HOURS OF 24 -HOUR STORM 495 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 496 KM Point Rainfall I 497 KM 5-Minute = 0.68 inches 498 KM 30- Minute = 1.38 inches 499 KM 1 -Hour = 1.84 inches 500 KM 3 -Hour = 3.48 inches 501 KM 6 -Hour = 5.26 inches I 502 KM 24 -Hour = 12.18 inches 503 KM Ybar = 0.443 Fm = 0.525 in /hr 504 KM TIME OF CONCENTRATION (MIN)= 17.20 , ASSUMED TIME TO PEAK (HRS)= 16.25 505 BA 0.048 I 506 QI 5 5 5 5 5 5 5 5 5 5 507 QI 5 5 5 5 5 5 5 5 5 5 508 OI 5 5 5 5 5 5 5 5 5 5 509 01 5 5 5 5 5 5 5 5 5 5 510 QI 5 5 5 5 5 5 5 5 5 5 I 511 01 5 5 5 5 5 5 5 5 5 5 512 0I 5 5 5 5 6 6 6 6 6 6 1 1 1. k . roe HEC -1 INPUT PAGE 11 I LINE ID 1 2 3 4 5 6 7 8 9 10 6 513 01 1 6 6 6 6 6 6 6 6 6 514 01 6 6 6 6 6 6 6 6 6 6 515 01 6 6 6 6 6 6 6 6 6 6 516 01 6 6 6 6 6 6 6 6 6 6 7 517 01 7 7 7 7 7 7 7 7 7 518 0I 7 7 7 7 7 7 7 7 7 7 519 0I 7 7 7 7 7 8 8 8 8 8 I 520 01 8 8 8 8 8 8 8 8 8 8 521 OI 8 8 8 9 9 9 9 9 9 9 522 01 9 9 9 9 10 10 10 10 10 10 523 01 10 10 11 11 11 11 12 12 12 12 524 0I 13 13 14 14 14 15 15 15 14 15 I 525 0I 16 18 19 44 68 93 72 52 32 14 526 01 14 13 13 12 12 11 11 10 10 10 527 01 10 9 9 9 9 9 8 8 8 8 528 01 8 8 8 8 8 7 7 7 7 7 529 0I 7 7 7 7 7 7 7 7 6 6 6 I 530 OI 6 6 6 6 6 6 6 6 6 531 01 6 6 6 6 6 6 6 6 6 6 532 01 6 5 5 5 5 5 5 5 5 5 533 0I 5 5 5 5 5 5 5 5 5 5 I 534 01 5 5 5 5 5 5 5 5 535 KK J 536 KM SAND AREA 0.14 ACRES 537 KO 5 I 538 RS 1 ELEV 1554 539 SV 0.00 0.01 0.61 1.70 3.34 5.78 9.44 540 SE 1554 1554.01 1556 1558 1560 1562 1564 541 S0 0.0 4.5 6.4 10.7 15.3 15.3 15.3 1 542 22 1 1 1 1 1 1 1 I s i 1 SCHEMATIC DIAGRAM OF STREAM NETWORK 'INPUT LINE (V) ROUTING ( - - - >) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR ( < - - -) RETURN OF DIVERTED OR PUMPED FLOW i 12 B V 55 B I 62 . OS I 106 . > OS—D 105 DIVOS rt 109 C 1 152 COMB —C . V . V 154 C 165 > C —A 1 163 . DIVC-A 168 H 1 211 COMBH . V . V 1 214 . H 225 > H -I . 1 223 DIVH —I 229 .< C —A 228 . . RCTOA 230 A i 273 . . BSNA V V 275 A ' 284 .< OS —D 282 . . ROS —D I 285 D . . . . . ' 328 COMB-D V V 330 ' . . . D 337 E • . . . . V . . . . V 380 E 387 F V . V 430 . F 438 . < H -I 437 RCTOI • • 439 I • 482 COMBI . V • . V 485 I • 492 J . V 535 V . J ( * * *) RUNOFF ALSO COMPUTED AT THIS LOCATION ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * FLOOD HYDROGRAPH PACKAGE (HEC -1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 01 JUN 88 * * 609 SECOND STREET * * * DAVIS, CALIFORNIA 95616 * RUN DATE 10/11/1993 TIME 11:34:05 * * (916) 551 -1748 * * * ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JOHN M. TETTEMER & ASSOCIATES, LTD. SIERRA LAKES HYDROLOGY STUDY RAINFALL USED IS 120% OF THE 100 -YEAR 24 -HOUR STORM 100 -YEAR Ybar AND Tc WERE USED ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW fn= 120.I/0 080CT93 TDG * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I 11 10 OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 5 MINUTES IN COMPUTATION INTERVAL IDATE 21SEP93 STARTING DATE ITIME 0000 STARTING TIME NQ 300 NUMBER OF HYDROGRAPH ORDINATES NDDATE 22SEP93 ENDING DATE NDTIME 0055 ENDING TIME ICENT 19 CENTURY MARK COMPUTATION INTERVAL .08 HOURS TOTAL TIME BASE 24.92 HOURS ENGLISH UNITS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE -FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 158 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 218 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 277 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 332 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 382 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 432 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE 487 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 537 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6 -HOUR 24 -HOUR 72-HOUR AREA STAGE MAX STAGE HYDROGRAPH AT B 113. 16.33 22. 12. 12. .07 ROUTED TO B 11. 15.25 11. 8. 8. .07 1615.26 19.08 HYDROGRAPH AT OS 1353. 16.33 252. 141. 139. .68 DIVERSION TO OS -D 451. 16.33 84. 47. 46. .68 HYDROGRAPH AT DIVOS 902. 16.33 168. 94. 92. .68 HYDROGRAPH AT C 112. 16.33 18. 10. 10. .06 2 COMBINED AT COMB -C 1014. 16.33 186. 104. 102. .74 ROUTED TO C 136. 17.25 129. 94. 91. .74 1602.04 17.25 DIVERSION TO C -A 32. 17.25 31. 23. 22. .74 HYDROGRAPH AT DIVC-A 104. 17.25 99. 71. 69. .74 HYDROGRAPH AT H 47. 16.25 6. 3. 3. .02 2 COMBINED AT COMBH 139. 16.25 103. 74. 72. .77 ROUTED TO H 104. 18.33 102. 72. 70. .77 1570.55 18.33 DIVERSION TO H-I 68. 18.33 67. 45. 43. .77 HYDROGRAPH AT DIVH -I 36. 18.33 35. 27. 27. .77 HYDROGRAPH AT RCTOA 32. 17.17 31. 23. 22. .00 HYDROGRAPH AT A 286. 16.33 52. 29. 28. .15 2 COMBINED AT BSNA 316. 16.33 79. 51. 51. .15 ROUTED TO A 44. 14.17 44. 37. 36. .15 1587.87 24.25 HYDROGRAPH AT ROS -D 451. 16.33 84. 47. 46. .00 HYDROGRAPH AT D 176. 16.25 30. 17. 16. .09 2 COMBINED AT COMB -D 588. 16.33 114. 64. 63. .09 ROUTED TO D 83. 15.83 83. 61. 60. .09 1619.45 17.25 HYDROGRAPH AT E 137. 16.25 20. 11. 11. .06 ROUTED TO E 9. 16.25 9. 6. 6. .06 1598.93 19.75 HYDROGRAPH AT F 547. 16.33 112. 63. 62. .28 ROUTED TO F 35. 10.08 35. 31. 31. .28 1548.82 24.92 HYDROGRAPH AT RCTOI 68. 18.33 67. 45. 43. .00 HYDROGRAPH AT I 129. 16.25 19. 10. 10. .06 2 COMBINED AT COMBI 190. 16.25 82. 55. 54. .06 ROUTED TO I 44. 15.08 44. 35. 34. .06 1555.97 24.92 HYDROGRAPH AT J 93. 16.25 15. 8. 8. .05 ROUTED TO J 15. 16.42 13. 8. 8. .05 1560.21 16.58 * ** NORMAL END OF HEC -1 * ** HEC -1 OUTPUT FILE WITH INPUT FILE LISTING 130 PERCENT OF 100 -YEAR RAINFALL ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC -1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 01 JUN 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 10/11/1993 TIME 11:34:52 * * (916) 551 -1748 * * * * ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** X X XXXXXXX XXXXX X X X X X X XX X X X X X XXXXXXX XXXX X XXXXX X X X X X X X X X X X X X X XXXXXXX XXXXX XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC -1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND - RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973 -STYLE INPUT STRUCTURE. THE DEFINITION OF - AMSKK- ON RM -CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC -1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 * ** FREE * ** 1 ID JOHN M. TETTEMER & ASSOCIATES, LTD. 2 ID SIERRA LAKES HYDROLOGY STUDY 3 ID RAINFALL USED IS 130% OF THE 100 -YEAR 24-HOUR STORM 4 ID 100 -YEAR Ybar AND Tc WERE USED 5 ID ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW 6 ID fn= 130.I/0 080CT93 TDG 7 ID 8 ID * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I 9 ID 10 IT 5 21SEP93 0000 300 11 10 5 *DIAGRAM 12 KK B 13 KM WATERSHED INPUT DATA FOR 130% OF THE 100 -YEAR RAINFALL 14 KM FIRST 24 HOURS OF 24 -HOUR STORM 15 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 16 KM Point Rainfall 17 KM 5- Minute = 0.74 inches 18 KM 30- Minute = 1.49 inches 19 KM 1 -Hour = 1.99 inches 20 KM 3 -Hour = 3.77 inches 21 KM 6 -Hour = 5.69 inches 22 KM 24 -Hour = 13.19 inches 23 KM Ybar = 0.428 Fm = 0.507 in /hr 24 KM TIME OF CONCENTRATION (MIN)= 21.80 , ASSUMED TIME TO PEAK (HRS)= 16.33 25 BA 0.069 26 QI 8 8 8 8 8 8 8 8 8 8 27 QI 8 8 8 8 8 8 8 8 8 8 28 QI 8 8 8 8 8 8 8 8 8 8 29 QI 8 8 8 8 8 8 8 8 8 8 30 01 8 8 8 8 8 8 8 8 8 8 31 0I 8 8 8 9 9 9 9 9 9 9 32 01 9 9 9 9 9 9 9 9 9 9 33 QI 9 9 9 9 9 9 9 9 9 9 34 QI 9 9 9 9 9 9 9 9 9 10 35 QI 10 10 10 10 10 10 10 10 10 10 36 QI 10 10 10 10 10 10 10 10 10 10 37 QI 10 10 11 11 11 11 11 11 11 11 38 QI 11 11 11 11 11 11 11 11 11 11 39 QI 12 12 12 12 12 12 12 12 12 12 40 01 12 12 13 13 13 13 13 13 13 13 41 01 13 13 13 14 14 14 14 14 14 14 42 QI 15 15 15 15 15 15 15 16 16 16 43 01 17 17 17 17 17 18 18 19 19 20 44 01 20 21 21 21 22 22 22 22 22 23 45 QI 24 25 27 51 75 100 124 103 82 60 46 01 39 24 22 21 20 18 18 17 17 16 47 Q1 16 15 15 15 14 14 14 13 13 13 48 QI 13 13 13 12 12 12 12 12 12 12 49 0I 11 11 11 11 11 11 11 11 10 10 50 01 10 10 10 10 10 10 10 10 10 10 51 Q1 9 9 9 9 9 9 9 9 9 9 52 QI 9 9 9 9 9 9 9 9 8 8 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 53 01 8 8 8 8 8 8 8 8 8 8 54 OI 8 8 8 8 8 8 8 8 55 KK B 56 KM SAND AREA 0.10 ACRES 57 KO 5 58 RS 1 ELEV 1606 59 SV 0.00 0.01 0.98 2.39 4.17 6.52 10.28 60 SE 1606 1606.01 1608 1610 1612 1614 1616 61 SO 0 3.2 4.5 7.6 10.9 10.9 10.9 62 KK OS 63 KM WATERSHED INPUT DATA FOR 130% OF THE 100 -YEAR RAINFALL 64 KM FIRST 24 HOURS OF 24-HOUR STORM 65 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 66 KM Point Rainfall 67 KM 5- Minute = 0.74 inches 68 KM 30- Minute = 1.49 inches 69 KM 1 -Hour = 1.99 inches 70 KM 3 -Hour = 3.77 inches 71 KM 6 -Hour = 5.69 inches 72 KM 24 -Hour = 13.19 inches 73 KM Ybar = 0.318 Fm = 0.370 in /hr 74 KM TIME OF CONCENTRATION (MIN)= 17.70 , ASSUMED TIME TO PEAK (HRS)= 16.33 75 BA 0.684 76 01 90 90 90 90 90 90 90 90 90 91 77 01 91 91 91 91 92 92 92 92 93 93 78 0I 93 93 93 93 94 94 94 94 95 95 79 01 95 95 96 96 96 96 96 97 97 97 80 01 98 98 98 98 98 99 99 99 100 100 81 0I 100 100 101 101 101 102 102 102 102 103 82 0I 103 103 104 104 104 104 105 105 106 106 83 01 106 106 107 107 108 108 108 108 109 109 84 OI 110 110 111 111 111 111 112 112 113 113 85 01 114 114 114 115 115 116 116 117 117 118 86 01 118 119 119 120 120 121 121 121 122 123 87 OI 124 124 125 125 126 126 127 128 129 129 88 OI 130 130 131 132 133 134 134 135 135 136 89 0I 137 138 139 140 141 141 142 144 145 146 90 01 147 148 148 149 151 152 153 153 154 154 91 01 155 157 159 161 162 163 164 166 169 171 92 0I 174 175 177 178 180 184 187 190 193 194 93 01 196 199 203 207 211 214 217 221 225 233 94 01 242 251 258 265 271 276 273 270 266 281 95 01 310 339 368 645 923 1201 1478 1087 695 303 96 01 263 253 243 233 224 214 204 198 193 188 97 01 183 179 175 170 167 164 160 157 155 154 98 0I 152 150 148 146 143 142 140 138 136 135 99 01 133 132 130 129 128 126 125 124 123 122 100 01 121 120 119 118 117 116 115 114 113 112 101 0I 112 111 110 109 108 108 107 106 106 105 102 01 104 104 103 103 102 101 101 100 100 99 103 0I 99 98 98 97 97 96 96 95 95 94 104 0I 94 94 93 93 92 92 91 91 HEC -1 INPUT PAGE 3 LINE ID 1 2 3 4 5 6 7 8 9 10 105 KK DIVOS 106 DT OS -D 107 DI 0 3 60 120 240 480 1200 3000 6000 108 DO 0 1 20 40 80 160 400 1000 2000 109 KK C 110 KM WATERSHED INPUT DATA FOR 130% OF THE 100 -YEAR RAINFALL 111 KM FIRST 24 HOURS OF 24 -HOUR STORM 112 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 113 KM Point Rainfall 114 KM 5- Minute = 0.74 inches 115 KM 30- Minute = 1.49 inches 116 KM 1 -Hour = 1.99 inches 117 KM 3 -Hour = 3.77 inches 118 KM 6 -Hour = 5.69 inches 119 KM 24 -Hour = 13.19 inches 120 KM Ybar = 0.476 Fm = 0.567 in /hr 121 KM TIME OF CONCENTRATION (MIN)= 17.70 , ASSUMED TIME TO PEAK (HRS)= 16.33 122 BA 0.060 123 QI 6 6 6 6 6 6 6 6 6 6 124 01 6 6 6 6 6 6 6 6 6 6 125 QI 6 6 6 6 6 6 6 6 6 6 126 QI 6 6 6 6 6 6 6 7 7 7 127 QI 7 7 7 7 7 7 7 7 7 7 128 QI 7 7 7 7 7 7 7 7 7 7 129 QI 7 7 7 7 7 7 7 7 7 7 130 01 7 7 7 7 7 7 7 7 7 7 131 QI 7 7 7 7 7 8 8 8 8 8 132 QI 8 8 8 8 8 8 8 8 8 8 133 QI 8 8 8 8 8 8 8 8 8 8 134 01 8 8 8 8 8 9 9 9 9 9 135 QI 9 9 9 9 9 9 9 9 9 9 136 QI 9 9 9 9 9 10 10 10 10 10 137 01 10 10 10 10 10 10 10 10 10 10 138 QI 10 11 11 11 11 11 11 11 11 12 139 QI 12 12 12 12 12 12 13 13 13 13 140 QI 13 13 14 14 14 14 15 15 15 16 141 QI 16 17 17 18 18 19 18 18 18 19 142 QI 21 23 25 50 74 98 123 89 55 21 143 QI 18 17 16 16 15 14 14 13 13 13 144 QI 12 12 12 11 11 11 11 11 10 10 145 QI 10 10 10 10 10 10 9 9 9 9 146 QI 9 9 9 9 9 9 8 8 8 8 147 QI 8 8 8 8 8 8 8 8 8 8 148 01 8 7 7 7 7 7 7 7 7 7 149 QI 7 7 7 7 7 7 7 7 7 7 150 QI 7 7 7 7 7 6 6 6 6 6 151 01 6 6 6 6 6 6 6 6 HEC -1 INPUT PAGE 4 LINE ID 1 2 3 4 5 6 7 8 9 10 152 KK COMB -C 153 HC 2 154 KK C 155 KM 18" INLET CONTROL TO BASIN A 156 KM 33" INLET CONTROL TO BASIN H 157 KM OVER FLOW TO BASIN H STARTING AT ELEVATION 1602 158 KO 5 159 RS 1 ELEV 1588 160 SV 0.00 1.03 3.53 7.72 13.99 22.32 33.70 49.55 59.27 70.16 161 SE 1588 1590 1592 1594 1596 1598 1600 1602 1603 1604 162 SQ 0.0 26 57 79 95 108 121 134 193 350 163 KK DIVC -A 164 KM DIVERT FLOW TO BASIN A 165 DT C -A 166 DI 0 26 57 79 95 108 121 134 193 350 167 DQ 0 9 15 19 23 26 29 32 33 35 168 KK H 169 KM WATERSHED INPUT DATA FOR 130% OF THE 100 -YEAR RAINFALL 170 KM FIRST 24 HOURS OF 24 -HOUR STORM 171 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 172 KM Point Rainfall 173 KM 5- Minute = 0.74 inches 174 KM 30- Minute = 1.49 inches 175 KM 1 -Hour = 1.99 inches 176 KM 3 -Hour = 3.77 inches 177 KM 6 -Hour = 5.69 inches 178 KM 24 -Hour = 13.19 inches 179 KM Ybar = 0.570 Fm = 0.684 in /hr 180 KM TIME OF CONCENTRATION (MIN)= 15.80 , ASSUMED TIME TO PEAK (HRS)= 16.25 181 BA 0.024 182 QI 2 2 2 2 2 2 2 2 2 2 183 01 2 2 2 2 2 2 2 2 2 2 184 QI 2 2 2 2 2 2 2 2 2 2 185 QI 2 2 2 2 2 2 2 2 2 2 186 01 2 2 2 2 2 2 2 2 2 2 187 OI 2 2 2 2 2 2 2 2 2 2 188 01 2 2 2 2 2 2 2 2 2 2 189 QI 2 2 2 2 2 2 2 2 2 2 190 QI 2 2 2 2 2 2 2 2 3 3 191 01 3 3 3 3 3 3 3 3 3 3 192 QI 3 3 3 3 3 3 3 3 3 3 193 0I 3 3 3 3 3 3 3 3 3 3 194 0I 3 3 3 3 3 3 3 3 3 3 195 01 3 3 3 3 3 3 3 3 3 3 196 01 3 3 3 3 3 3 3 3 3 3 197 QI 3 4 4 4 4 4 4 4 4 4 198 01 4 4 4 4 4 4 4 4 4 4 199 DI 4 4 4 4 5 5 5 5 5 5 200 01 5 6 6 6 6 6 6 6 6 6 201 QI 8 9 10 24 38 52 38 24 10 6 202 01 6 6 5 5 5 5 5 4 4 4 HEC -1 INPUT PAGE 5 LINE ID 1 2 3 4 5 6 7 8 9 10 203 QI 4 4 4 4 4 4 4 3 3 3 204 QI 3 3 3 3 3 3 3 3 3 3 205 01 3 3 3 3 3 3 3 3 3 3 206 0I 3 3 3 3 3 3 3 3 2 2 207 01 2 2 2 2 2 2 2 2 2 2 208 01 2 2 2 2 2 2 2 2 2 2 209 0I 2 2 2 2 2 2 2 2 2 2 210 0I 2 2 2 2 2 2 2 2 211 KK COMBH 212 KM COMBINE INFLOW TO H 213 HC 2 214 KK H 215 KM SAND AREA 0.42 ACRES 216 KM OUTFLOW ALSO INCLUDES 42" INLET CONTROL TO BASIN 1 217 KM OVERFLOW TO BASIN I STARTING AT ELEVATION 1572 218 KO 5 219 RS 1 ELEV 1566 220 SV 0.00 0.01 1.62 4.51 9.31 12.63 16.67 221 SE 1566 1566.01 1568 1570 1572 1573 1574 222 SO 0.0 13.5 40.1 92.0 135.8 198.8 384.8 223 KK DIVH -I 224 KM DIVERT FLOW FROM BASIN H TO BASIN I 225 DT H -I 226 DI 0 13.5 40.1 92.0 135.8 198.8 384.8 227 DO 0 0 21.0 60.0 90.0 153.0 339.0 228 KK RCTOA 229 DR C-A 230 KK A 231 KM WATERSHED INPUT DATA FOR 130% OF THE 100 -YEAR RAINFALL 232 KM FIRST 24 HOURS OF 24 -HOUR STORM 233 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 234 KM Point Rainfall 235 KM 5- Minute = 0.74 inches 236 KM 30- Minute = 1.49 inches 237 KM 1 -Hour = 1.99 inches 238 KM 3 -Hour = 3.77 inches 239 KM 6 -Hour = 5.69 inches 240 KM 24 -Hour = 13.19 inches 241 KM Ybar = 0.369 Fm = 0.434 in /hr 242 KM TIME OF CONCENTRATION (MIN)= 18.20 , ASSUMED TIME TO PEAK (HRS)= 16.33 243 BA 0.150 244 01 18 18 18 18 18 18 18 18 18 18 245 01 18 18 19 19 19 19 19 19 19 19 246 01 19 19 19 19 19 19 19 19 19 19 247 01 19 19 19 19 19 20 20 20 20 20 248 QI 20 20 20 20 20 20 20 20 20 20 249 01 20 20 20 20 20 21 21 21 21 21 250 0I 21 21 21 21 21 21 21 21 21 21 251 01 22 22 22 22 22 22 22 22 22 22 252 0I 22 22 22 22 23 23 23 23 23 23 HEC -1 INPUT PAGE 6 LINE ID 1 2 3 4 5 6 7 8 9 10 253 01 23 23 23 23 23 24 24 24 24 24 254 QI 24 24 24 24 24 24 25 25 25 25 255 Q1 25 25 25 25 26 26 26 26 26 26 256 QI 26 26 27 27 27 27 27 27 27 28 257 QI 28 28 28 28 28 29 29 29 29 30 258 QI 30 30 30 30 31 31 31 31 31 31 259 Q1 32 32 32 33 33 33 33 34 34 35 260 0I 35 35 36 36 37 37 38 39 39 39 261 Q1 40 40 41 42 43 43 44 45 46 47 262 01 49 51 52 53 55 55 55 54 53 57 263 01 62 68 74 133 193 253 313 234 156 78 264 QI 54 52 50 47 46 44 42 40 39 38 265 QI 37 36 36 35 34 33 33 32 31 31 266 Q1 31 30 30 30 29 29 28 28 28 27 267 01 27 27 26 26 26 26 25 25 25 25 268 QI 25 24 24 24 24 24 23 23 23 23 269 Q1 23 22 22 22 22 22 22 22 21 21 270 01 21 21 21 21 21 21 20 20 20 20 271 QI 20 20 20 20 20 20 19 19 19 19 272 QI 19 19 19 19 19 19 19 18 273 KK BSNA 274 HC 2 275 KK A 276 KM SAND AREA 0.40 ACRES 277 KO 5 278 RS 1 ELEV 1578 279 SV 0.00 0.01 1.33 4.20 10.15 18.81 29.91 280 SE 1578 1578.01 1580 1582 1584 1586 1588 281 SQ 0 12.9 18.2 30.5 43.6 43.6 43.6 282 KK ROS -D 283 KM RETRIEVE SMALLER PORTION OF OFF -SITE HYDROLOGY 284 DR OS -D 285 KK D 286 KM WATERSHED INPUT DATA FOR 130% OF THE 100 -YEAR RAINFALL 287 KM FIRST 24 HOURS OF 24 -HOUR STORM 288 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 289 KM Point Rainfall 290 KM 5- Minute = 0.74 inches 291 KM 30- Minute = 1.49 inches 292 KM 1 -Hour = 1.99 inches 293 KM 3 -Hour = 3.77 inches 294 KM 6 -Hour = 5.69 inches 295 KM 24 -Hour = 13.19 inches 296 KM Ybar = 0.377 Fm = 0.444 in /hr 297 KM TIME OF CONCENTRATION (MIN)= 16.90 , ASSUMED TIME TO PEAK (HRS)= 16.25 298 BA 0.088 299 QI 11 11 11 11 11 11 11 11 11 11 300 QI 11 11 11 11 11 11 11 11 11 11 301 QI 11 11 11 11 11 11 11 11 11 11 302 QI 11 11 11 11 11 11 11 11 11 11 303 01 11 11 12 12 12 12 12 12 12 12 HEC -1 INPUT PAGE 7 LINE ID 1 2 3 4 5 6 7 8 9 10 304 OI 12 12 12 12 12 12 12 12 12 12 305 01 12 12 12 12 12 12 12 12 12 12 306 QI 12 12 13 13 13 13 13 13 13 13 307 01 13 13 13 13 13 13 13 13 13 13 308 QI 13 13 13 14 14 14 14 14 14 14 309 01 14 14 14 14 14 14 14 14 14 14 310 Q1 15 15 15 15 15 15 15 15 15 15 311 QI 15 15 15 15 16 16 16 16 16 16 312 01 16 16 16 16 17 17 17 17 17 17 313 01 17 17 18 18 18 18 18 18 18 18 314 01 18 18 19 19 19 19 19 20 20 20 315 01 20 21 21 21 21 21 22 22 23 23 316 Q1 23 23 24 24 25 25 26 26 27 27 317 QI 28 30 31 31 32 33 33 33 32 33 318 01 37 41 45 94 143 192 149 107 64 31 319 QI 30 29 29 27 26 25 24 23 23 22 320 QI 22 21 20 20 20 19 19 19 18 18 321 QI 18 18 17 17 17 17 16 16 16 16 322 01 16 15 15 15 15 15 15 15 14 14 323 Q1 14 14 14 14 14 14 13 13 13 13 324 01 13 13 13 13 13 13 13 12 12 12 325 01 12 12 12 12 12 12 12 12 12 12 326 01 12 12 11 11 11 11 11 11 11 11 327 01 11 11 11 11 11 11 11 11 328 KK COMB -D 329 HC 2 330 KK D 331 KM SAND AREA 0.76 ACRES 332 KO 5 333 RS 1 ELEV 1610 334 SV 0.00 0.01 1.68 4.42 9.58 17.83 28.62 335 SE 1610 1610.01 1612 1614 1616 1618 1620 336 SQ 0.0 24.5 34.5 57.9 82.9 82.9 82.9 337 KK E 338 KM WATERSHED INPUT DATA FOR 130% OF THE 100 -YEAR RAINFALL 339 KM FIRST 24 HOURS OF 24-HOUR STORM 340 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 341 KM Point Rainfall 342 KM 5- Minute = 0.74 inches 343 KM 30- Minute = 1.49 inches 344 KM 1 -Hour = 1.99 inches 345 KM 3 -Hour = 3.77 inches 346 KM 6 -Hour = 5.69 inches 347 KM 24 -Hour = 13.19 inches 348 KM Ybar = 0.404 Fm = 0.477 in /hr 349 KM TIME OF CONCENTRATION (MIN)= 13.40 , ASSUMED TIME TO PEAK (HRS)= 16.25 350 BA 0.059 351 QI 7 7 7 7 7 7 7 7 7 7 352 QI 7 7 7 7 7 7 7 7 7 7 353 QI 7 7 7 7 7 7 7 7 7 7 354 OI 7 7 7 7 7 7 7 7 7 7 355 OI 7 7 7 7 7 7 7 7 8 8 HEC -1 INPUT PAGE 8 LINE ID 1 2 3 4 5 6 7 8 9 10 356 01 8 8 8 8 8 8 8 8 8 8 357 0I 8 8 8 8 8 8 8 8 8 8 358 01 8 8 8 8 8 8 8 8 8 8 359 Q I 8 8 8 8 8 8 8 9 9 9 360 Q1 9 9 9 9 9 9 9 9 9 9 361 01 9 9 9 9 9 9 9 9 9 9 362 01 9 9 9 9 10 10 10 10 10 10 363 Q1 10 10 10 10 10 10 10 10 10 10 364 Q1 10 10 11 11 11 11 11 11 11 11 365 0I 11 11 11 11 11 11 12 12 12 12 366 QI 12 12 12 12 12 12 13 13 13 13 367 0I 13 13 13 14 14 14 14 14 15 15 368 0I 15 15 15 16 16 16 16 17 18 18 369 QI 18 19 20 21 22 21 20 21 22 23 370 0I 26 31 36 74 112 150 94 39 19 20 371 DI 20 19 18 17 16 16 15 15 14 14 372 0I 14 13 13 13 12 12 12 12 12 12 373 QI 11 11 11 11 11 11 10 10 10 10 374 01 10 10 10 10 10 9 9 9 9 9 375 0I 9 9 9 9 9 9 9 9 8 8 376 0I 8 8 8 8 8 8 8 8 8 8 377 QI 8 8 8 8 8 8 8 8 7 7 378 01 7 7 7 7 7 7 7 7 7 7 379 01 7 7 7 7 7 7 7 7 380 KK E 381 KM SAND AREA 0.08 ACRES 382 KO 5 383 RS 1 ELEV 1592 384 SV 0.00 0.01 1.81 4.28 7.79 12.90 19.56 385 SE 1592 1592.01 1594 1596 1598 1600 1602 386 S0 0.0 2.6 3.6 6.1 8.7 8.7 8.7 387 KK F 388 KM WATERSHED INPUT DATA FOR 130% OF THE 100 -YEAR RAINFALL 389 KM FIRST 24 HOURS OF 24 -HOUR STORM 390 KM NYDROGRAPH GENERATED USING SMALL AREA METHOD 391 KM Point Rainfall 392 KM 5- Minute = 0.74 inches 393 KM 30- Minute = 1.49 inches 394 KM 1 -Hour = 1.99 inches 395 KM 3-Hour = 3.77 inches 396 KM 6 -Hour = 5.69 inches 397 KM 24 -Hour = 13.19 inches 398 KM Ybar = 0.241 Fm = 0.273 in /hr 399 KM TIME OF CONCENTRATION (MIN)= 18.50 , ASSUMED TIME TO PEAK (HRS)= 16.33 400 BA 0.277 401 Q1 40 40 40 40 40 41 41 41 41 41 402 0I 41 41 41 41 41 41 41 42 42 42 403 0I 42 42 42 42 42 42 42 43 43 43 404 01 43 43 43 43 43 43 43 44 44 44 405 01 44 44 44 44 44 44 45 45 45 45 406 QI 45 45 45 45 46 46 46 46 46 46 407 QI 46 47 47 47 47 47 47 47 47 48 408 0I 48 48 48 48 48 49 49 49 49 49 HEC -1 INPUT PAGE 9 LINE ID 1 2 3 4 5 6 7 8 9 10 409 QI 49 49 50 50 50 50 50 51 51 51 410 QI 51 51 52 52 52 52 52 53 53 53 411 OI 53 53 54 54 54 54 55 55 55 55 412 01 56 56 56 56 57 57 57 57 58 58 413 QI 58 59 59 59 60 60 60 61 61 62 414 Q1 62 62 62 63 63 64 64 65 65 65 415 QI 66 66 67 68 68 68 69 69 69 70 416 QI 71 71 72 72 73 73 74 75 76 77 417 01 78 78 79 80 82 83 84 85 86 87 418 01 88 90 91 93 94 96 97 99 102 105 419 0I 109 113 115 118 121 122 120 118 117 125 420 Q1 136 148 160 269 378 487 597 458 320 181 421 0I 123 117 111 105 101 97 93 90 87 85 422 QI 83 81 79 77 75 74 72 71 70 69 423 01 68 67 67 66 65 64 63 62 62 61 424 Q1 60 59 59 58 58 57 56 56 55 55 425 01 54 54 54 53 53 52 52 51 51 51 426 QI 50 50 50 49 49 49 48 48 48 47 427 0I 47 47 47 46 46 46 45 45 45 45 428 OI 45 44 44 44 44 43 43 43 43 43 429 01 42 42 42 42 42 41 41 41 430 KK F 431 KM SAND AREA 0.32 ACRES 432 KO 5 433 RS 1 ELEV 1536 434 SV 0.00 0.01 2.48 7.93 16.04 27.09 41.01 56.95 74.93 435 SE 1536 1536.01 1538 1540 1542 1544 1546 1548 1550 436 SQ 0.0 10.3 14.5 24.4 34.9 34.9 34.9 34.9 34.9 437 KK RCTOI 438 DR H-I 439 KK I 440 KM WATERSHED INPUT DATA FOR 130% OF THE 100-YEAR RAINFALL 441 KM FIRST 24 HOURS OF 24 -HOUR STORM 442 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 443 KM Point Rainfall 444 KM 5- Minute = 0.74 inches 445 KM 30- Minute = 1.49 inches 446 KM 1 -Hour = 1.99 inches 447 KM 3-Hour = 3.77 inches 448 KM 6 -Hour = 5.69 inches 449 KM 24 -Hour = 13.19 inches 450 KM Ybar = 0.437 Fm = 0.518 in /hr 451 KM TIME OF CONCENTRATION (MIN)= 14.70 , ASSUMED TIME TO PEAK (HRS)= 16.25 452 BA 0.060 453 0I 6 6 6 6 7 7 7 7 7 7 454 01 7 7 7 7 7 7 7 7 7 7 455 01 7 7 7 7 7 7 7 7 7 7 456 QI 7 7 7 7 7 7 7 7 7 7 457 OI 7 7 7 7 7 7 7 7 7 7 458 0I 7 7 7 7 7 7 7 7 7 7 459 OI 7 7 8 8 8 8 8 8 8 8 460 0I 8 8 8 8 8 8 8 8 8 8 HEC -1 INPUT PAGE 10 LINE ID 1 2 3 4 5 6 7 8 9 10 461 01 8 8 8 8 8 8 8 8 8 8 462 0I 8 8 8 8 8 • 8 8 8 8 9 463 0I 9 9 9 9 9 9 9 9 9 9 464 0I 9 9 9 9 9 9 9 9 9 9 465 01 9 9 10 10 10 10 10 10 10 10 466 QI 10 10 10 10 10 10 10 10 10 11 467 0I 11 11 11 11 11 11 11 11 11 11 468 0I 11 11 12 12 12 12 12 12 12 12 469 0I 13 13 13 13 13 13 14 14 14 14 470 0I 14 15 15 15 15 15 16 16 17 17 471 0I 17 18 19 20 20 21 21 21 21 21 472 01 25 28 32 68 105 142 98 55 18 18 473 0I 18 18 17 17 16 15 15 14 14 13 474 0I 13 13 12 12 12 12 12 11 11 11 475 0I 11 11 11 10 10 10 10 10 10 10 476 0I 10 9 9 9 9 9 9 9 9 9 477 0I 9 9 9 8 8 8 8 8 8 8 478 0I 8 8 8 8 8 8 8 8 8 8 479 QI 8 7 7 7 7 7 7 7 7 7 480 01 7 7 7 7 7 7 7 7 7 7 481 01 7 7 7 7 7 7 7 7 482 KK COMB1 483 KM COMBINE SUBAREA I WITH FLOW FROM BASIN H 484 HC 2 485 KK I 486 KM SAND AREA 0.40 ACRES 487 KO 5 488 RS 1 ELEV 1546 489 SV 0.00 0.01 0.91 4.69 12.81 24.22 39.69 490 SE 1546 1546.01 1548 1550 1552 1554 1556 491 SO 0.0 12.9 18.2 30.5 43.6 43.6 43.6 492 KK J 493 KM WATERSHED INPUT DATA FOR 130% OF THE 100 -YEAR RAINFALL 494 KM FIRST 24 HOURS OF 24 -HOUR STORM 495 KM HYDROGRAPH GENERATED USING SMALL AREA METHOD 496 KM Point Rainfall 497 KM 5- Minute = 0.74 inches 498 KM 30-Minute = 1.49 inches 499 KM 1 -Hour = 1.99 inches 500 KM 3 -Hour = 3.77 inches 501 KM 6 -Hour = 5.69 inches 502 KM 24 -Hour = 13.19 inches 503 KM Ybar = 0.443 Fm = 0.525 in /hr 504 KM TIME OF CONCENTRATION (MIN)= 17.20 , ASSUMED TIME TO PEAK (HRS)= 16.25 505 BA 0.048 506 0I 5 5 5 5 5 5 5 5 5 5 507 QI 5 5 5 5 5 5 5 5 5 5 508 0I 5 5 5 5 5 5 5 5 5 5 509 01 5 5 5 5 5 6 6 6 6 6 510 0I 6 6 6 6 6 6 6 6 6 6 511 0I 6 6 6 6 6 6 6 6 6 6 512 QI 6 6 6 6 6 6 6 6 6 6 HEC -1 INPUT PAGE 11 LINE ID 1 2 3 4 5 6 7 8 9 10 513 QI 6 6 6 6 6 6 6 6 6 6 514 0I 6 6 6 6 6 6 6 6 6 6 515 Q1 7 7 7 7 7 7 7 7 7 7 516 01 7 7 7 7 7 7 7 7 7 7 517 0I 7 7 7 7 7 7 7 7 7 7 518 QI 7 7 8 8 8 8 8 8 8 8 519 01 8 8 8 8 8 8 8 8 8 8 520 QI 8 8 9 9 9 9 9 9 9 9 521 OI 9 9 9 9 9 9 9 10 10 10 522 QI 10 10 10 10 10 10 11 11 11 11 523 QI 11 11 12 12 12 12 13 13 13 13 524 0I 14 14 15 15 16 16 16 16 16 16 525 0I 18 20 22 49 75 101 79 57 35 15 526 0I 15 14 14 13 13 12 12 11 11 11 527 0I 11 10 10 10 10 9 9 9 9 9 528 QI 9 9 8 8 8 8 8 8 8 8 529 QI 8 8 7 7 7 7 7 7 7 7 530 0I 7 7 7 7 7 7 7 7 6 6 531 01 6 6 6 6 6 6 6 6 6 6 532 01 6 6 6 6 6 6 6 6 6 6 533 0I 6 6 6 6 6 6 5 5 5 5 534 0I 5 5 5 5 5 5 5 5 535 KK J 536 KM SAND AREA 0.14 ACRES 537 KO 5 538 RS 1 ELEV 1554 539 SV 0.00 0.01 0.61 1.70 3.34 5.78 9.44 540 SE 1554 1554.01 1556 1558 1560 1562 1564 541 S0 0.0 4.5 6.4 10.7 15.3 15.3 15.3 542 ZZ SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE (V) ROUTING ( - - - >) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR ( < - - -) RETURN OF DIVERTED OR PUMPED FLOW 12 8 V V 55 B 62 OS 106 . > OS -D 105 . DIVOS 109 C 152 COMB -C . V . V 154 . C 165 . > C -A 163 DIVC-A 168 H 211 COMBH . V . V 214 . H 225 . > H -1 223 DIVH -I 229 . .< C -A 228 . RCTOA 230 . . A 273 . . BSNA . . V . . V 275 . A 284 . . .< OS-D 282 . ROS -D 285 D 328 . . COMB -D . V . V 330 . D 337 E . . V . V 380 . E 387 . F . . V . V 430 . F 438 .< H -I 437 . RCTOI 439 1 • • • 482 COMBI . V . V 485 I 492 J . V . V 535 J ( * * *) RUNOFF ALSO COMPUTED AT THIS LOCATION ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC -1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 01 JUN 88 * * 609 SECOND STREET * * * DAVIS, CALIFORNIA 95616 * RUN DATE 10/11/1993 TIME 11:34:52 * * (916) 551 -1748 ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JOHN M. TETTEMER & ASSOCIATES, LTD. SIERRA LAKES HYDROLOGY STUDY RAINFALL USED IS 130% OF THE 100 -YEAR 24-HOUR STORM 100 -YEAR Ybar AND Tc WERE USED ROUTING THROUGH PERCOLATION AREAS INCLUDING OFFSITE FLOW fn= 130.1/0 080CT93 TDG * ** OVERFLOW FROM PRACTICE RANGE TAKEN TO BASINS H AND I 11 I0 OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 5 MINUTES IN COMPUTATION INTERVAL IDATE 21SEP93 STARTING DATE ITIME 0000 STARTING TIME NQ 300 NUMBER OF HYDROGRAPH ORDINATES NDDATE 22SEP93 ENDING DATE NDTIME 0055 ENDING TIME ICENT 19 CENTURY MARK COMPUTATION INTERVAL .08 HOURS TOTAL TIME BASE 24.92 HOURS ENGLISH UNITS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE -FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 158 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 218 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 277 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 332 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 382 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL !PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 432 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE 487 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE 537 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6 -HOUR 24 -HOUR 72 -HOUR AREA STAGE MAX STAGE HYDROGRAPH AT B 124. 16.33 24. 13. 13. .07 ROUTED TO B 11. 14.58 11. 9. 9. .07 1615.90 19.75 HYDROGRAPH AT OS 1478. 16.33 275. 153. 150. .68 DIVERSION TO OS -D 493. 16.33 92. 51. 50. .68 HYDROGRAPH AT DIVOS 985. 16.33 183. 102. 100. .68 HYDROGRAPH AT C 123. 16.33 20. 11. 10. .06 2 COMBINED AT COMB -C 1108. 16.33 203. 112. 111. .74 ROUTED TO C 171. 16.92 142. 100. 98. .74 1602.63 16.92 DIVERSION TO C -A 33. 16.92 32. 24. 23. .74 HYDROGRAPH AT DIVC-A 138. 16.92 110. 76. 74. .74 HYDROGRAPH AT H 52. 16.25 7. 4. 3. .02 2 COMBINED AT COMBH 147. 16.25 116. 80. 78. .77 ROUTED TO H 126. 18.08 114. 78. 76. .77 1571.56 18.08 DIVERSION TO H -I 83. 18.08 75. 49. 47. .77 HYDROGRAPH AT DIVH -I 43. 18.08 39. 29. 28. .77 HYDROGRAPH AT RCTOA 33. 16.92 32. 24. 23. .00 HYDROGRAPH AT A 313. 16.33 57. 31. 31. .15 2 COMBINED AT BSNA 344. 16.33 85. 55. 54. .15 ROUTED TO A 44. 13.17 44. 38. 37. .15 1588.78 24.92 HYDROGRAPH AT ROS -D 493. 16.33 92. 51. 50. .00 HYDROGRAPH AT D 192. 16.25 33. 18. 18. .09 2 COMBINED AT COMB -D 642. 16.33 124. 69. 68. .09 ROUTED TO D 83. 15.42 83. 64. 63. .09 1620.19 17.50 HYDROGRAPH AT E 150. 16.25 21. 12. 12. .06 ROUTED TO E 9. 16.17 9. 6. 6. .06 1599.44 20.58 HYDROGRAPH AT F 597. 16.33 121. 68. 67. .28 ROUTED TO F 35. 9.00 35. 32. 31. .28 1549.91 24.92 HYDROGRAPH AT RCTOI 83. 18.08 75. 49. 47. .00 HYDROGRAPH AT I 142. 16.25 21. 11. 11. .06 2 COMBINED AT COMB! 205. 16.25 91. 60. 58. .06 ROUTED TO I 44. 13.92 44. 36. 35. .06 1557.01 24.92 HYDROGRAPH AT J 101. 16.25 16. 9. 9. .05 ROUTED TO J 15. 16.33 14. 9. 8. .05 1560.59 16.58 * ** NORMAL END OF HEC -1 * **