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Almeria Ave Campus Grading Plan Hydrologic Calculations
HYDROLOGIC CALCULATIONS ALMERIA AVENUE CAMPUS GRADING PLAN SEPTEMBER, 1987 KRIEGER & STEWART ,j1Z'-4 nKiCUM & 1tWAK1, 1Nt;VK11UKA1tU Engineering Consultants 3602 University Avenue Suite 201 RIVERSIDE, CALIFORNIA 92501-3348 (714) 684-6900 WE ARE SENDING YOU ILI 11 TEN OF TRUSEDuT-CzL Z4TENTION Prints FDTE e✓ L-\ /^� M'1 E3 Specifications Copy of letter ElA ❑ Change order (' p� ►'��.1 1 v'0l OCfu 'T08 Attached ❑ Under separate cover via Cnon Ir' the following items: ❑ Shop drawings Prints ❑ Plans ElSamples E3 Specifications Copy of letter ElA ❑ Change order (' p� ►'��.1 1 v'0l OCfu 'T08 I r IncorPpf8'"' Ave"suite zu" HESE ARE TRANSMITTED as checked below: 3602univelltr EMARIKIS )PY ❑ For approval For your use ❑ A. requested For review and comment ❑ FOR BIDS DUE T'le� �e�i►< ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections 19 Cj Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US VAT M� I� _ ■ •Em MW Q1 12• �� SIGNED: DUCT 240-2 IM. GMm. UM olni If enclosures are not as noted, kindly notify F it F� �' KRIEGER & STEWART Incorporated BY �r, -7 \ �j 'J✓' DATE i A Cl IENT i'C ^-- y� PROJ. NO. CHKD DATE JOB ' `' SHEET NO. OF KRIEGER & STENVART Incorporated BY DATE CLIENT PROD. NO. -- t CHKD DATE JOB SHEET N0. OF 51 - 9.6 KRIEGER R STEWART Incorporated BY DATE CLIENT PROD. NO CHKD DATE JOB SHEET N0. OF _ 0.5-- ' BY DATE CLIENT KRIEGER R STEN\•ART Incorporated PROJ. NO e -j CHKD DATE JOB SHEET N0. OF , Tc' LIMITATIONS - L 100 I. Maximum longth x 1000 Feet Tc 1000 90 2. Maximum area x 10 Acres 5 (mlN� SAN BERNARDINO COUNTY HYDROLOGY MANUAL [r4 Figure D -I 900 80 a 70 a H 6 800 u Y a $ 500 400 700 60 300 too 7 N E $ 100 600 oNo 0 50 _`c 6 8 ` m m 0 a,. 40 E 3 500 _ to 9 > CL 10 e 10 30 3 E qpp 0 Undeveloped 0 '" Good Cover 2 12 35025 Undevoloped 0 c 18 13 _c Fair Cover a 14 o _ 300 E _ Undeveloped0 c 3 `�y� - --15 " c 20 Poor Cover a c --` s 19 p 16 0 _� 18 Single Faml1Y 17 250 H v 17 (577 DU/AC) m� 18 J 16-68 14 Cornmerclal �C (Paved)5e 19 L u KEY 20 m200 o 13 m L - H -Tc - K - Tc' J W 12 `Zl •`- 0 11 / o 25 0 10 Pi Development 150 m E 9 80- Apartment 75- Mobile Home 30 8 65- Condominium 60 -Single Fomily-5,000 ft2 Lot 7 40- Single Family -1/4 Acre Lot 35 20- Single Family -I Acre Lot 6 10- Single Family -2 1/2 Acre Lot 100 40 EXAMPLE: 5 ( I ) L= 550', H=5.0', KxSingle Family (5-7 DU/AC) Development, Tc=12.6 min. (2) L= 550', H= 5.0', Kx Commercial 4 Development, Tc -9.7 min. SAN BERNARDINO COUNTY HYDROLOGY MANUAL [r4 Figure D -I KRIEGER R STEN'ART Incorporated By DATE/-ICLIENT �'�/ - PROD. NO. CHKD DATE JOB ������fn— L SHEET N0. OF WLC7 DETENTION BASIN DESIGN | TIME INFLOW (I1+I2)t/2 S2+(02)Lt/2 02 S2 , HRS CFS AF AF AF CFS AF _________ 15.00 ________ 1.04 __________ 0.000 __________ 0.000 __________ 0.000 ________ 0.000 ----------- _______15.00 0.000 15.08 1.08 0.007 0.000 0.007 1.100 0.004 / 15.17 1.12 0.008 0.000 0.008 1.100 0.004 15.25 1.16 0.008 0.000 0.008 1.100 0.004 1.21 0.008 0.000 0.008 1.100 0.004 15.33 15.42 1.27 0.009 0.001 0.010 1.110 0.006 ' 15.50 1.33 0.009 0.002 0.011 1.110 0.007 15.58 1.39 0.009 0.003 0.012 1.110 0.009 15.67 1.47 0.010 0.005 0.015 1.120 0.011 / 15.75 1.56 0.010 0.007 0.017 1.120 0.014 15.83 1.68 0.011 0.010 0.021 1.120 0.017 15.92 1.89 0.012 0.013 0.025 1.130 0.021 i 16.00 2.29 0.014 0.018 0.032 1.130 0.029 16.08 3.59 0.020 0.025 0.045 1.140 0.041 16.17 5.77 0.032 0.037 0.069 1.150 0.065 i 16.25 9.30 0.052 0.061 0.113 1.170 0.109 i 16.33 11.88 0.073 0.105 0.178 1.190 0.174 16.42 13.63 0.088 0.170 0.258 1.200 0.254 . 16.50 14.91 0.098 0.250 0.348 1.220 0.344 ' 16.58 12.78 0.095 0.340 0.435 1.230 0.431 ' 16.67 9.75 0.078 0.427 0.505 1.230 0.500 16.75 7.04 0.058 0.496 0.554 1.230 0.550 i 16.83 4.98 0.041 0.545 0.586 1.230 0.582 � 16.92 3.78 0.030 0.578 0.608 1.230 0.604 17.00 2.74 0.022 0.600 0.622 1.240 0.618 l 17.08 2.06 0.017 0.614 0.631 1.240 0.626 � '17.17 1.52 0.012 0.622 0.634 1.240 0.630 17.25 1.41 0.010 0.626 0.636 1.240 0.632 17.33 1.33 0.009 0.628 0.637 1.240 0.633 17.42 1.24 0.009 0.629 0.638 1.240 0.634 17.50 1.14 0.008 V.629 0.637 1.240 0.633 17.58 0.90 0.007 0.629 0.636 1.240 0.632 17.67 0.82 0.006 0.627 0.633 1.240 0.629 � 17.75 0.78 0.006 0.624 0.630 1.240 0.625 17.83 0.74 0.005 0.621 0.626 1.240 0.622 17.92 0.71 0.005 0.618 0.623 1.240 0.619 18.00 0.69 0.005 0.614 0.619 1.240 0.615 18.08 0.66 0.005 0.610 0.615 1.240 0.610 18.17 0.64 0.004 0.606 0.610 1.240 0.606 18.25 0.63 0.004 0.602 0.606 1.240 0.602 18.33 0.61 0.004 0.598 0.602 1.240 0.598 - 18.42 0.60 0.004 0.594 0.598 1.240 0.594 18.50 0.58 0.004 0.590 0.594 1.240 0.590 � 18.58 0.57 0.004 0.586 0.590 1.240 0.586 ` 18.67 0.56 0.004 0.581 0.585 1.240 0.581 | 0.55 0.004 0.576 0.580 1.24() 0.576 18.75 18.83 0.54 0.004 0.571 0.575 1.240 0.570 18^ 92 0.53 0.004 0.566 0.570 1.2RO 0.565 \ 19.00 0.52 0.004 0.561 0.565 1.240 0.5b0 i ' 19.08 0.51 0.004 0.556 0.560 1.240 0.555 19.17 0.50 0.003 0.551 0.554 1.240 0.550 19.25 0.49 0.003 0.546 0.549 1.240 0.545 / 19.33 0.48 0.003 0.541 0.544 1.240 0.54( 19.42 0.47 0.003 0.536 0.539 1.240 0.535 19.50 0.46 0.003 0.531 0.534 1.240 0.530 � 19.58 0.46 0.003 0.526 0.529 1.240 0.525 19.67 0.45 0.003 0.521 0.524 1.240 0.520 0.44 0.003 0.516 0.519 1.240 0.515 . 19.75 ! 19.83 0.43 0.003 0.511 0.514 1.240 0.510 . 19.92 0.43 0.003 0.505 0.508 1.240 0.504 20.00 0.42 0.003 0.499 0.502 1.240 0.498 \ 20.08 0.42 0.003 0.493 0.496 1.240 0.492 | 20.17 0.41 0.003 0.487 0.490 1.240 0.486 ' 20.25 0.41 0.003 0.481 0.484 1.240 0.480 ` 20.33 0.40 0.003 0.475 0.478 1.240 0.474 � 20.42 0.40 0.003 0.469 0.472 1.240 0.467 | 20.50 0.39 0.003 0.463 0.466 1.230 0.461 20.58 0.39 0.0()3 0.457 0.460 1.230 0.455 2O^ 67 0.38 0.003 0.451 0.454 1.230 0.449 | ! 20.75 0.38 0.003 0.445 0.448 1.230 0.443 20.83 0.37 0.003 0.439 0.442 1.230 0.437 � 20.92 0.37 0.003 0.433 0.436 1.230 0.431 / 21.00 0.36 0.003 0.427 0.430 1.230 0.425 21.08 0.36 0.002 0.421 0.423 1.230 0.419 21. 17 0.36 0.002 0.415 0.417 1.230 0.413 \ . . 21.25 0.35 0.002 0.409 0.411 1.230 0.407 ' 21.33 0.35 0.002 0.403 0.405 1.230 0.401 21.42 0.35 0.002 0.397 0.399 1.230 0.395 ^' 21.50 0.34 0.002 0.391 0.393 1.230 0.389 ! 21.58 0.34 0.002 0.385 0.387 1.230 0.383 21.67 0.34 0.002 0.379 0.381 1.230 0.377 ` 21.75 0.33 0.002 0.373 0.375 1.230 0.371 21.83 0.33 0.002 0.367 0.369 1.220 0.365 21.92 0.33 0.002 0.361 0.363 1.220 0.359 22.00 0.32 0.002 0.355 0.357 1.220 0.353 ' 22.08 0.32 . 0.002 0.349 0.351 1.220 0.347 � ' 22.17 0.32 0.002 0.343 0.345 1.220 0.341 22.25 0.31 0.002 0.337 0.339 1.220 0.335 22.33 0.31 0.002 0.331 0.333 1.220 0.329 22.42 0.31 0.002 0.325 0"327 1.220 0.323 22.50 0.31 0.002 0.319 0.321 1.220 0.317 ' 22.58 0.30 0.002 0.313 0.315 1.220 0.311 22.67 0.30 0.002 0.307 0.309 1.220 0.305 22.75 0.30 0.002 0.301 0.303 1.210 0.299 22.83 0.30 0.002 0.295 0.297 1.210 0.293 . 22.92 0.30 0.002 0.2B9 0.291 1.210 0.287 23.00 0.29 0.002 0.283 0.285 1.210 0.281 23.08 0.29 0.002 0.277 0.279 1.210 0.275 ' 23.17 0.29 0.002 0.271 0.273 1.210 0.269 23.25 0.29 0.002 0.265 0.267 1.210 0.263 23.33 0.28 0.002 0.259 0.261 1.210 0.25'7 / 23.42 0.28 0.002 0.253 0.255 1.210 0.251 | 23.50 0.28 0.002 0.247 0.249 1.200 0.245 23.58 0.28 0.002 0.241 0.243 1.200 0.239 � 23.67 0.28 0.002 0.235 0.237 1.200 0.233 ! 23.75 0.27 0.002 0.229 0.231 1.200 0.227 23.83 0.27 0.002 0.223 0.225 1.200 0.221 � 23.92 0.27 0.002 0.217 0.219 1.200 0.215 | 24.00 0.27 0.002 0.211 0.213 1.200 0.209 24.08 0.26 0.002 0.205 0.207 1.190 0.203 � 24.17 0.25 0.002 0.199 0.201 1.190 0.197 24.25 ( . 0 23 . . 0 002 . 0 193 0 195 . 1 19O . . 0 191 24.33 0.20 0.001 0.186 0.187 1.190 0.183 24.42 0.16 0.001 0.179 0.180 1.190 0.176 24.50 ().12 0.001 0.172 0.173 1.190 0.169 24.58 0.08 0.001 0.165 0.166 1.190 0.162 24.67 0.05 0.000 0.157 0.157 1.180 0.153 '24.75 0.03 0.000 0.149 0.149 1.180 0.145 24.83 0.02 0.000 0.141 0.141 1.180 0.137 24.92 0.01 0.000 0.133 0.133 1.180 0.129 ` 25.00 0.01 0.000 0.125 0.125 1.180 0.121 25 08 / . . O 00 0 000 . . 0 117 . 0 117 . 1 170 O . 113 25.17 0.00 0.000 0.109 0.109 1.170 0.105 ' 25.25 0.00 0.000 0.101 0.101 1.170 0.097 ! 25.33 0.00 0.000 0.093 0.093 1.160 0.089 . 25.42 0.00 0.000 0.085 0.085 1.160 0.081 25.50 0.00 0.000 0.077 0.077 1.160 0.073 ' 25.58 0.00 0.000 0.069 0.069 1.160 0.065 ! 25.67 0.00 0.000 0.061 0.061 1.150 0.057 25.75 0.00 0.000 0.053 0.053 1.150 0.049 . 25.83 0.00 0.000 0.045 0.045 1.150 0.041 25.92 0.00 0.000 0.037 0.037 1.140 0.033 | 26.00 0.O0 0.000 0.029 0.029 1.140 0.025 26.08 0.00 0.000 0.021 0.021 1.130 0.017 ` 26.17 � 0.00 0.000 0.013 0.013 1.130 0.009 | 26.25 0.00 0.000 0.005 0.005 0.990 0.002 26.33 0.00 0.000 0.000 0.000 0.000 0.000 KRIE GER & STEWART Incorporated BY ' DATEy! CLIENT !ni! C _ PROJ. NO. CHKD DATE JOB �l �� i��. �`j' ' " SHEET N0. OF -1 I^-. f �.. /i L �'� �r��P�: MIC,,, -_.___ � i r�f:�v . ��'� ��'7 .�.:A'..� • .�� ���� __. �r 1 ..i.r X315 5ms's OV r32 p � O • O .... _.. _ 210 / 3 z2,• �..__-__- - -.. 2.��.____: p . ��p--__. _ � -fig -�-- ---- " OV I O • O .... _.. _ ... _ .. - .. _... I KRIEGER & STEWART �) Incorporated DATE 214 162: CLIENT PROD. N0. CHKD DATE JOB SHEET No. OF a _ _ - -- - - - r� 1 r r.- l ✓ �-� In-?L.10 L.10 qfl." r! . - - KRlE-CER & STENVART Incorporated By /� DATE G CLIENT PROD. N0, CHKD DATE JOB SHEET N0. OF 1 A-- KRIEC,ER & STEWART Incorporated BY 4s DATE QG CLIENT. PROD. NO CHKD DATE JOB SHEET N0. OF _1 KRIE:GER R STENNART Incorporated BY DATE CLIENT \�I L G PROD. NO. CHKD DATE JOBA]r-akAQ "" SHEET NO. ` OF 2 S2o c� 1 KRIEGER & STEWART Incorporated By ___` DATE Cl �'it�-CLIENT- PROD. NO. i CHKD DATE JOB SHEET N0. OF �`�-� d � �T • ._ - - - - .. - __ :. 5�::_-___:: � ----- Gam_ . - - - - -..:_ :.. _... _ �--� - i- ..-....._.._. __._..... _ .. - -------- - - - - - --- ----- 9 KRIEGER K STENVART /Incorporated BY -+`ice--DATE al/01 /51—L I E N T ` / i -� PROJ. NO. 7 z r CHKD DATE JOB SHEET N0. OF -V 4.-. U.1 . ..... 7. J -i- 4. 1.. q- .5; -ft -1_- 4, .4- -f'. 4i 41 •:.:::..J@. 4 4—M, 4'. F -CII NODE . ... .... .. . ..... ..... . . .. . .... ..... .. .. .... ... .... .... )o I 1. �:" r -. - 1,i 'I 2 -" 1 �". H r r" L , T r t' . . .... ..... ..... .. . . . ...... . . ) Y..f i- 1 ro; . ... .... ... . T P I.. i.-. I;, Cl P C" 24 1 NJUlf -D r FJ --O W J L. IF �v E7 j-0 r7l ITT ! �`. . ' UNIT HYDROGRAPH DETERM�INATI `., -T------------------------------------------------------------------------- ' | INTERVAL "S" GRAPH ' UNIT HYDROGRAPH | NUMBER MEAN VALlO-3 ORDINATES(CFS) ___________________________________________________________________________ 1 1.113 2.234 | 2 4.403 6.606 3 12.545 16.345 - 4 24.098 23.193 / | 5 38.171 28.252 ' 6 55.222 34.231 °~ 7 69.802 29.270 | Is, 80.498 21.474 | 9 87.656 14.370 10 92.123 8.968 95.220 6.216 / 12 97.049 3.672 13 98.127 2.164 -` 14 98.499 .748 i 15 98.863 .730 16 99.226 .729 _ 17 99.589 .729 � 18 99.952 .729 19 100.000 .095 �n ! UNIl UNIT UNIT EFFECTIVE / PERIOD RAINFALL SOIL -LOSS RAINFALL !NUMBER) (INCHES) (INCHES) (INCHES) _-_______________________________________________________________________ i ! 1 .0054 .O041 .0013 2 .0054 .0041 .0013 3 .0054 .0041 .0013 ( ! 4 .0054 .0041 .0013 5 .0054 .0041 .0013 6 .0055 .0041 .0013 rm 7 .0055 .0042 .0013 � 8 .0055 .0042 .0013 9 .0055 .0042 .0013 � 10 .0055 .0042 .0013 11 .0055 .0042 .0013 12 .0056 .0042 .0013 -` 13 .0056 .0042 .0013 14 .0056 .0043 .0013 / 15 .0056 "0043 .0013 16 .0056 .0043 .0014 17 .0057 .0043 .0014 ! 18 .0057 .0043 .0014 19 .0057 .0043 .0014 _ 20 .0057 .0043 .0014 21 .0057 .0044 .0014 _ 22 .0057 .0044 .0014 ~ 23 .0058 ,0044 .0014 � 24 .0058 .0044 .0014 ' 25 .0058 .0044 .0014 26 .0058 .0044 .0O14 27 .0059 .0045 .0014 i 28 .0059 .0045 .0014 29 .0059 .0045 .0014 " 30 .0059 .0045 .0014 ! 31 0059 .0045 .0014 ' 32 "0060 .0045 .0014 -- 33 .0060 .0045 .0014 | 34 .0060 .0046 .0014 | 35 .0060 .0046 .0014 36 .0060 .0046 .0015 -` 37 .0061 .0046 .0015 ` | 38 .0061 .0046 .0015 39 .0061 .0046 .0015 ` 40 .0061 .0047 .0015 | 41 .0062 .0047 .0015 ' 42 .0062 .0047 .0015 43 .0062 .0047 .0015 ^ 44 .0062 .0047 .0015 45 .0063 .0048 .0015 46 ,0063 .0048 .0015 ~ 47 .0063 .0048 .0015 48 .0003 .0043 .0015 49 .0064 .0048 .0015 ^ 50 .0064 .0048 .O015 51 .0064 .0049 .0015 52 .0064 .004p .()015 53 .0065 .0049 .0016 ~ 54 .0065 .0049 .0016 55 .0065 .0050 .0016 56 .0065 .0050 .0016 ~* . 59 .0066 .0050 .()C16 / . 60 .006"' .0051 .0016 61 .0067 .0051 .0016 ~" 62 .0067 .0051 .0016 i 63 .0068 .0051 .0016 | ' 64 .0068 .0052 .0016 65 .0068 .0052 .0016 =« 66 .0068 .0052 .0016 / 67 .0069 .0052 .0017 69 .0069 .0052 .0017 ~" 6T .0069 .0053 .0017 | 70 .0070 .0053 .0017 / 71 .0070 .0053 .0017 72 .0070 .0053 .0O17 | 73 .0071 .0054 .0017 ( 74 .0071 .0054 .0017 75 .0072 ,0054 .0017 ~ 76 .0072 .0055 .0017 | / 77 .0072 .0055 .0017 78 .0072 .0055 .0017 - 79 .0073 .0055 .0018 � 80 .0073 .0056 .0018 81 ,0074 .0056 .0018 82 .0074 .0056 .0O18 83 .0075 .0057 .0018 84 .0075 .0057 .0018 85 .0075 .0057 .0018 -`' 86 .0076 .0057 .0018 87 .0076 .0058 .0018 88 .0076 .0058 .0018 ' 89 .0077 .0059 .0018 ' 90 .0077 .0059 .0019 91 .0078 0059 .0019 92 .0078 .0059 .0019 . 93 .0079 .0060 .0019 94 .0079 .0060 .0019 95 .0080 .0061 .0019 - 96 .0080 .0061 .0019 ' 97 .0081 .0061 .0019 � 98 .0081 .0062 .0019 -. 99 .0082 .0062 .0020 / | 10O ^ 0082 ' 0062 ^ ^ 0O20 101 .0083 .0063 .0020 102 .0083 .0063 .0020 -/ 103 .0084 .0064 .0020 � 104 .0084 .0064 .0020, 105 .0085 .0065 .0020 ' 106 ' .0085 .0065 .0020 1O7 .0086 .0065 .0021 | 108 .0086 .0066 .0021 ' 109 .0087 .O066 .0021 � 110 .0088 .0067 .0021 � 111 .0089 .0067 .0021 112 .0089 .0068 .0021 '. 113 .0090 .0068 .0022 � 114 .0090 .0069 .0022 115 .0091 .0069 .0022 116 .0092 .0070 .0022 � 117 .0093 .0070 '0022' | 118 .0093 .0071 .0022 119 .0094 .0071 .0023 / 120 .0095 .0072 .0023 ! 121 .0096 .0073 .0023 122 .0096 .0073 .0023 W+ .00VO .ow/4 .000d 125 .0099 .0075 .0024 i ';26 .0099 .0076 .0024 i 12� .0101 .0076 .0024 WE .0101 .0077 .0024 129 .0102 .0078 .0025 | 130 .0103 .0078 .0025 131 .0104 ,0079 .0025 13.? .0105 .0080 .0025 | 133 .0106 .0081 .0026 134 .0107 .0081 .0026 '* 135 .0108 .0082 .0026 / 136 .0109 .0083 .0026 137 .0111 .0084 .0027 138 .0027 .~ .0111 .0085 / 139 .0113 .0O86 .0027 ! 140 .0114 .0087 .0027 141 .0116 .0O88 .0028 -� | 142. . 0117 0089 .0028 ' 143 .0118 .0090 .0028 144 .0119 .0091 .0029 ` 145 .0118 .0089 .0028 ' / 146 .0119 .0090 .0028 / 147 .0121 .0092 .0029 148 .0122 .0093 .0(29 ! 149 .0124 .0094 .0030 150 .0125 .0095 .0030 15.31. .0127 .0097 .0031 152 .0129 .0098 .0031 � 153 .0131 .0100 .0032 154 .0133 .0101 .0032 . 155 .0135 .0103 .0032 ' � 156. " O137 0104 . 0033 157 .0140 .0106 .0034 158 .0141 .0108 .0034 " / 159 . 0145 . 0110 . 0035 / 160 .0147 .0111 .0035 161 .0150 .0114 .0036 162 .0152 .0116 .0036 � 163 .0156 .0119 .0037 164 .0158 .0120 ,0038 -` 165 .0163 .0124 .0039 � 166 .0165 .0125 .0040 167 ' .0170 .0129 .0041 168 .0173 .0131 .0041 -` 169 .0184 .0140 .0044 / 170 .0188 .0143 .0045 171 .0194 .0148 .0047 ` 172 .0198 .0150 .0047 | 173 .0206 .0156 .0049 | 174 .0210 .0159 .0050 , 175 .0219 .0166 .0053 176 .0224 .0170 .0(%]4 177 .0235 .0178 .0056 178 .0241 .0183 .0058 ^ 179 .0254 .0193 .0061 � 180 .0262 .0199 .0063 181 .0279 .0212 .0067 ~ 182 .0288 .0219 .0069 183 .0311 .0236 .0075 184 .0324 .0246 .0078 185 .0338 .0257 .0081 ^ 186 .0358 .0272 .0086 187 .0406 .0309 .009-/ 188 .0439 .0333 .0105 190 .wt26 .o475 ~~ 191 .O9Eq. .0517 .0308 .1 ?2 .1207 .0517 .06p� / J93 .359"' .051T .3/)8, 19+ .0725 .051? .02O8 i 195 .0478 .0363 .0115 | 196 .0380 .0289 .0091 197 .0339 .0258 .0081 - 198 .0299 .0227 .0072 � 199 .027O .0205 .0065 200 .0247 .0188 .0059 201 .0229 .0174 .0055 | 202 .0214 .0163 .0051 | 203 .0202 .0153 .0048 _ 204 .0191 .0145 .0046 | 205 .0176 .0134 .0042 | 206 .0168 .0127 .0040 207 .0160 .0122 .0039 208 .0154 .0117 .0037 i 209 .0148 .0113 .0036 210 .0143 .0109 .0034 211 .0138 .0105 .0033 | 212 .0134 .0102 .0032 | 213 .013O .0099 .0031 _ 214 .0126 .0096 .0030 � 215 . 0123 . 0093 . 0029 � 216 .0120 .0091 .0029 217 .0120 .0091 .0029 218 .0117 .0089 .0028 � 219 .0115 .0087 .0028 220 .0112 .0085 .0027 221 .0110 .0084 .0026 / / 222 .0108 .0082 .0026 ) 223 .0106 .0080 .0025 224 .0104 .0079 .0025 225 .0102 .0077 .0024 226 .0100 .0076 .0024 227 .0098 .0075 .0024 228 .0097 .0073 .0023 � 229 .0095 .0072 .0023 230 .0094 .0071 .0022 - 231 .0092 .0070 .0022 232 .0091 .0069 .0022 i 233 .0089 .0068 .0021 234 .0O88 .0067 .0021 235 .0087 .0066 .0021 ! 236 .0086 .0065 .0021 237 .0085 .0064 .0020 238 .0083 .0063 .0020 � / 239 .0082 .0063 .0020 240 .0081 .0062 .0020 241 .0080 .0061 .0019 | 242 .0079 .0060 .0019 � 243 .0078 .0060 .0019 244 .0078 .0059 .0019 245 .0077 .0058 .0018 � 246 .0076 .0058 .0018 247 .0075 .0057 .0018 248 .0074 .0056 .0018 ' 249 .0073 .0056 .0018 250 .0073 .0055 .0017 251 .0072 .0055 .0017 �252 .0071 .0o54 .3017 ( 253 .0071 .0054 .0017 254 .0070 .0013 .0017 .,`c &oo-, .o'/jc .0068 .0052 .V01� / | 258 .0&62 ,0051 ' 259 .0067 .=51 -� 26 oV0b .015O 261 .0066 .0050 .0016 | 262 .0065 .0049 .0016 263 .00 65 .0049 .001� 264 .0064 .0049 .O015 | 265 .0063 .000.3. � 015 266 .0063 .0048 .0015 ` 267 .00&2 .0047 .0015 | 268 | ^ 0062 ^ 0047 ^ 0015 / 269 .0061 .0047 .0015 ., 270 .0061 .0046 .0015 � 271 .0061 .0046 . 0015 ! 272 .0060 .0046 .0014 273 .0060 .0045 .0014 -` 274 .0059 .0045 .0014 | 275 .0059 .0045 .0014 ' 276 .0058 .0044 .0014 ` 277 .0058 .0044 .0014 / 278 .0058 .0044 .0014 | 279 .0057 .0043 .0014 280 .0057 .0043 .0014 | 281 .0056 .0043 .0014 | 282 .0056 .0043 .0013 283 .0056 .0042 .0013 284 .0055 .0O42 .0013 � 285 .0055 .0042 .0013 286 .0055 .0042 .0013 " 287 .0054 .0041 .0013 / 288 .0054 .0041 .0013 ---------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 3.5225 ^ TOTAL STORM �_________________________________________________________________________ RUNOFF VOLUME(ACRE-FEET) = 1.6225 | 24-HOUR STOkIII RUNOFF HYT)ROGRAPH ^� / HYDROGRAPH IN FIVE-MINUTE JNTERVALS(CFS) �_________________________________________________________________________ ME(HRS> VOLUME(AF) Q(CFS) 0. 5.0 10.0 15.0 20.0 ___________-________________________________________________-____________ �. 083 .0000 .00 VO, . . . . | .167 .0001 .01 Q . . . . .250 .(003 .03 Q . . . . =` .333 .0008.06 Q . . . . | .417 .0014 .10 Q .500 .0024 .14 Q . . . . -` .583 .0037 .18 Q . . . . � .667 .00�51 .21 Q .750 .0067 .23 Q . . . . .833 .0084 .24 Q � .917 .0101 .25 Q 1.(X}0 .0119 .26 Q . . . . 1.083 .0136 .26 -71.167 .0154 .26 Q . . . . '1.25O .0173 .26 Q . . . . ' 1.333 .0191 .26 Q . . . . ,^.1.417 .0209 .27 Q . . . . 11.500 .0228 .27 Q . . . . -1.583 .0246 .27 .0265 .27 Q . . . . _1.667 1.750 .0283 .27 Q .1.833 .0302 .27 Q . . . . 1.917 .0321 .27 -2.000 .0340 .27 Q . . . . 2.083 .0359 .27 Q . . . . 2.167 .0378 .28 Q . . . . -~2.250 .0397 .28 Q 12.333 .0416 .28 QV . . . . 0.417 .0435 .28 QV 2.500 .0454 .28 DY . . . . -2 ^ 583 | ^ O474 ^ 28 QV ^ ^ ^ ^ |2.667 .0493 ~28 QV . . . . 2.750 .0513 .28 QV . . . . 2.833 .0532 .28 QV . . . . |2,917 .0552 .28 QV . . . . | 3.000 .0571 .29 QV . . . . .3.083 .0591 .29 QV . . . . 3.167 .0611 .29 QV . . . . |3.250 .0631 .29 QV . . . . 3.333 .0651 .29 QV . . . . 13.417 .0671 .29 QV . . . . |3.500 .0691 .29 QV . . . . 3.583 .0711 .29 QV '3.667 .0731 .R9 QV . . . . 3.750 .0752 .30 QV . . . . 3.833 .0772 .30 QV . . . . 3.917 .0793 .30 QV . . . . '4.000 .0813 .30 Q V . . . . !4.083 .0834 .30 Q V 4.167 .0854 .30 0 v . . . . +.jj a .oUVc 4.410 0717 �4.50a . X9q9 | 4mw `001, ,31 m V -`o.667 .O921 .31 Q V . . . 4.750 .1002 01 Q V 14.833 .1023 .31 Q V . . . 4.917 .1045 .31 O V . . . 5. .1066 .31 Q V . . . |5.023 /5.167 .1088 .31 Q V . . . .1110 .32 Q V . . . ;a5.250 .1132 .32 Q V |5.333 .1154 .32 Q V . . . | 5.417 .1176 .32 Q V . . . 5.5(0 .1198 .32 Q V . . . '" 5.583 .1220 .32 Q V . . . |5.667 .1243 .32 Q V . . . 5.750 .1265 .33 Q V . . . r* 5.833 .1288 .33 Q V . . . |5.917 '6.000 .1310 .33 Q V . . . .1333 .33 O V . . . -16.082 .1356 .33 Q V . . . /6.167 .1379 .33 Q V . . . �6.250 .1402 .34 Q V . . . 6.333 -` .1425 .34 Q V . . . 6.417 .1449 .34 Q V . . . ~ (6.500 .1472 .34 Q V . . . 6.583 .1496 .34 Q V . . . '�6.667 .1519 .34 Q V . . . |6.750 .1543 .35 Q V . . . '| 6.833 .1567 .35 Q V . . . ~6.917 .1591 .35 Q V . . . J7.000 .1615 .35 Q V7.083 .1639 .35 Q V . . . 7.167 .1664 .35 Q V . . . °7.250 .1688 .36 Q V V. . . ' |7.333 .1713 .36 Q V . . . 7.417 .1738 .36 Q V . . . ~7.500 .1763 .36 Q V . . . |7.583 .1788 .36 Q V . . . | 7.667 .1813 .37 Q V . . . _, 7.750 .1838 .37 Q V . . . 7.833 .1864 .37 Q V . . . |7.917 .1889 .37 Q V . . . '8.000 .1915 .37 Q V . . . -Toss .1941 .38 Q V . . . '8 1.167 .1967 .38 Q V . . . 8.250 .1993 .38 Q V . . . .ns.323 .2019 .38 Q V . . . )417 �8 . . 2046 . 39 Q V . . . 18.50) .2073 .39 Q V . . . ,8°583 .2099 .39 Q V . . . 8.667 .2126 .39 Q V . . . 8.750 .2154 .39 Q V . . . 8.833 .2181 .40 Q V . . . ^8.917 .2209 .40 Q V . . . 9.000 .2236 .40 Q V ' 9.083 .2264 .40 Q V . . . ~9.167 .2292 .41 Q V . . . 9.250 .2320 .41 Q V . . . 9.333 .2349 .41 Q V . . . 9.417 .2378 .42 Q V . . . ^9.500 .2406 .42 Q V . . . 9.583 .2435 .42 O V . . . 9.667 .2465 .42 0 V . . . 15.66V .5898 .5956 �5.833 .6072 1.68 . . V . . 5.917 .�202 \1.89 . . V . . " a.(x}0 .6359 | 2.2p . . V . . 6.083 .6b07 3.59 . \{ . V . . 16.167 .7004 5.77 '=6.25(--t- .7645 9.30 6.333 .8463 11.88 36.417 .9402 13.63 500 1.0429 14.91 . . /6.583 1.1309 12.78 . . . :6.667 1.1981 9.75 . . V. j6.750 1.2465 7.04 -x6.833 1.2809 4.98 . Q,~/� . .V :6.917 1.3069 3.78 . Q, . . . V 17.000 1.3257 2.74 . o/' . . . V .1 .3399 2.06 CID. V 7.167 1.3504 1.52 . . . . V 17.250 1.3601 1.41 . Q . . . V '^ ^ ^3692 1 ^ 1 33 ^ ^ ^ ^ V f�/�333 7.417 1.3777 1.24 V [7"500 1.3856 1.14 . . . . Y 17.583 1.3918 .90 . . . . V -7. 667 � 1.3974 . .82 . . . . V !7.750 1.4028 .78 .0 V i7.833 1.4079 .74 . . . . V 7.917 1.4129 .71 8.000 1.4176 .69 .Q . . . V ` l8.083 1.4222 .66 -0 V 18.167 1.4266 .64 .Q . . . V 8.250 1.4309 .63 . . . . V �8.333 1.4351 .61 .Q . . . V 18.417 1.4392 .60 .Q . . . V 8.500 1.4432 .58 . . . . V 8.583 1.4472 .57 .Q |8.667 1.4510 .56 .C( . . . V 8.750 1.4548 .55 .[I . . . V 8.833 1.4585 .54 .Cy . . . V [8.917 1.4621 as .Q| . . . V 19.000 1.4657 .52 . . . . V _ 9.083 1.4691 .51 � .Q . . . V |9. 167 � 1 .�72� .50 Q 19.250 1.4759 .49 | Q . . . V 9.333 1.4792 .48 Q . . . V 9.417 1.4824 .47 Q . 19.500 1.4856 .46 Q 19.583 1.4888 .46 Q � 19.667 1.4919 .45 Cl . . . V '9.750 1.4949 .44 Cl . . . V 19.833 1.4979 .43 Q " . . V 79.917 1.5008 .43 Q . . . V 20.000 1.5037 .42 Q . . . V wo.o83 1.5066 .42 Q . . . V P0.167 1.5094 .41 Q . . . V ?0.250 1.5122 .41 Q . . . V 20.333 1.5150 .40 Q . . . V 20.417 1.5177 .40 Q . . . V 4.500 1.5204 .39 Q . . . V 10.583 1.5231 .39 Q . . . V 2/.667 1.5257 .38 Q . . . V P0.750 1 Mp3 .?9 "'n, ^ . ^ Y I''0bn 1.5259 .36 J , , , y , 01:02n 1.5384 .36 P . . V , -y1.167 1.5*(�S .36 0 21'.250 1.5432 .35 Q [1.333 1.5456 .35 Q 21.417 1.5480 .35 Q . . . V . "11.500 1.5504 .34 Q . . . V . rimes 1.5527 .34 Q , . , y , 21.667 1.5550 .34 Cl . . . y , 1.5573 .33 Q 21.833 1.5596 .33 Q . . , y , 21.917 1.5618 .33 Q . . , y , 2.(»}0 1.5640 .32 Q . . , y , 12.083 1.5662 .32 Q y . ^ . . :12.167 1.5684 .32 Q . . , y , 22.250 1.5706 .31 Q . . , V , C42.333 1.5728 .31 Q . . , y , .417 1.5749 .31 Q . , , y , 22.500 1.5770 .31 Q . , , y , -22.583 1.5791 .30 O . . , y ^ 1.667 1.5812 .30 Q . . . V , 2.750 1.5833 .30 Q .833 1.5853 .30 p . . . V. .917 1.5873 .30 Q . . . V. I3.000 1.5894 .29 Q . . . V. 23.083 1.5914 .29 Q . . . V. *?3.166 1.5933 .29 Q . . . V. '03.250 1.5953 .29 Q . . . V. A3.333 1.5973 .28 Q . . . V. .03.416 1.5992 .28 Q . . . V. 13.500 1.6012 .28 Q . . . V. ' !3.583 1.6031 .28 Q . . . V. 23.666 1.6050 .28 Q . . . V. � .750 1.6069 .27 Q . . . V. .833 1.6088 .27 Q . . . V. 23.91b 1.6106 .27 Q . . . V. .(00 1.6125 .27 Q . . . V. .083 1.6143 .26 Q . . . V. ,4.166 1.6161 .25 Q . . . V. .250 1.6177 .23 Q . . . V. W.333 1.6190 .20 Q . . . V. A.416 1.6202 .16 Q . . ' . V, 24.500 1.6210 2 Q . , ' y, .583 1.6215 we Q . . . V, 4.666 1.6219 05 ' Q . . . V. 54.750 1.6221 Q . . , y, - .833 1.6222 Q . . . V. j.916 1.6223IA - Q l.h. 000 1.6224 Q . . . V. .083 1.6224 Q . . . V. .166 1.6224 ^.T�} Q . . . V. 15.250 1.6225 .00 Q . . ' V, 25.333 1.6225 .00 Q . . ^ V. 75.416 1.6225 "00 Q . . . V' 5.500 1.6225 .00 Q ND OF FLOOD ROUTING ANALYSIS \/C - KRIEGER & STENVART Incorporated BY '-- DATE w L I E N T 1'���"` ' PROD. NO. L CHKD DATE JOB SHEET NO. OF A '7` ikLl7�tC�: 131 i1�� _ ' y iii-�'/���2:.G���� ` .:.;L€�•lC-�t-1- . - . � :---t� A� �; �✓_ � : - ::: •i •" .:.:: - �::: ( ---- T _.._.�i�+e-tYt-ol7�_,_ Zell) . .1...� _. ._ _ .. • �� _ate �� - .. .. � --. �._. .____ _—.___.`.. .. _`_� •___.w_ • .___-_•- y_ ..2_�5:-}t7-'/-mac:_ .� ._:_�� ._D��/fit:•-©�4D__._'� __.___----.� r y I �_.—�.._____�_--_ ��--r V�./�l�'i���if'�d�_._�.'L6'S•���_ _ -_-,_-__--.e._ �0���._.-��-fes it ,IN '�____' � _` ..--_-__.� �_----_���-1't�.:---���+1-�.���-._:'- :� 5-� `� 1;�: ;•tee r _ ' `L3 _ 01 _ ------ ---- _i KRIEGER & STEWART Incorporated BY ��DATE D CLIENT 1X-/L� PROJ. NO. CHKD DATE JOB SHEET NO. OF • ' r- •--t.�:� .�_�._.;...�_ ! -'_+- _�___•_.__. _ t- -+--I- -ice_••---- - t-----�- •- --�-; ��-i y: I._L }_..._..-_—'...'«-�-.�'.-:_•_�-E--rv!�T-•.;�i-T-,-'-+-Ti-.__•'..t'i_'r..i �.�_ i( -7._'-r'•— �--•--•-T�-^ _ :_.._. J -- -• - _.-j-�..�_' ��..�_^ •--� j_ _" moi'-(_� j., _._., _{!s.'_ — I r r f 1 1 I _I_-+� �-i-'�—'-�--•I -\l ' l I I iI i j I I I ; - -.•._� •--y_w-1_:-_ '{'-'�--"__._-_ ._.._ , v,�_--' i __ t-_ .__ .!___e_ ..�_ 1 I I 1 i I I .4 _ I i I-1-� 1 � � 1 �I _ /�I� I I�t._..� 7_! I LJ_' �_ �T�._T I _,��- •- 14 r -• .. - �._-i • tea__�:�=_�,-/,-D-�,S.,.a)__�:;_�:�_^� •� __.•-�; �_ :_-_-_,- I tIED", 4-1 rl T-; .�,• -_ ,ice -- -'• p -- `- - I --i --- , - ----- - .. _ • _ . /- ----- - �; :-.-:-�._ •_!-------i=__.---..____..=�_---_------'- -. _ ____.__ _. SSS_ - •_.:. _._._. w "1 rlil KRIEGER &. STEWART Incorporated By DATE CLIENT PROD. NO CHKD DATE JOB SHEET No. OF Tl ' ;�— �_._...__._ /-_`---�~lam%.^ 1 __•�— } _. Tom__ _ •., _ ! __ Pt Ll -?— ji- �$`14 _�_:-��-, ,�____-•-_�=��..__ _ �: p;5s�-�_f��� - --.- " : � -- =' ---� _- _ .__._--¢.;-ZAP P - -; �-- - __..... ..... KRIEGER & STEWART Incorporated BY DATE �Jll lllENT IAI L( 2--'- PROD. NO. CHKD-DATE -JOB T=m P07-0 SHEET NO.- OF- 4-- - - 7 f 14 -------------- J, I ylua_ Pr �__ I 4 tu -9- -7-4 907 -to , )2t - I . . :, , L • L ------ L_� KRIEGER & STEWART Incorporated BY DATE CLIENT PROD. NO. CHKD DATE JOB SHEET N0. OF -, FLOOD ROUTING ANALYSIS USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) UNIT-HYDROGRAPH GENERATOR VERSION Copyright 1983,1986 Advanced Engineering Software (aes) Ver. 2.7C Release Date: 6/07/87 Serial # 100876 ` Especially prepared for: KRIEGER AND STEWART INCORPORATED DESCRIPTION OF STUDY ************************** LMERIA AND MILLER SCHOOL SITE,FONTANA * wEVELOPED SITE BELOW DETENTION BASIN,10-YR STORM * 512-7 * FILE NAME: WLC7DEVB.DAT 7IME/DATE OF STUDY: 11:12 8/20/1987 ********** LOW PROCESS FROM NODE 2.00 TO NODE 1.00 IS CODE = 1 - ------------------------------------------------------------------------- >>>>>UNIT-HYDROGRAPH ANALYSIS<<<<< .1 (UNIT-HYDROGRAPH ADDED TO STREAM #1) *USER ENTERED "LAG" TIME = .200 HOURS ''I'' , UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG -TIME = 41.667 WATERSHED AREA = 10.300 ACRES�� BASEFLOW = 74.600 CFS/SQUARE-MILE VALLEY(DEVELOPED) S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH/HOUR> = .060 '~ � LOW LOSS FRACTION = .400 ~� *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5 -MINUTES RAINFALL(INCH)= .36 ' SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH) = .76 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.00 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.58 . SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 2.09 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 3.72 �~ . PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5 -MINUTE FACTOR = 1.000 30 -MINUTE FACTOR = 1.000 1 -HOUR FACTOR = 1.000 ' 3 -HOUR FACTOR = 1.000 6"HOUR FACTOR = 1.000 24-HOUR FACTOR = 1.000 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = MODEL TIME(HOURS) FOR END OF RESULTS = 36.00 >f� tov Zd: UNIT HYDR08RAPH DETERMINATION ------------- INTERVAL "S" GRAPH UNIT HYDR06RAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 3.134 3.904 2 21.048 22.315 3 52.738 39..475 4 80.200 34.208 5 92.566 15.404 6 97.381 5.997 7 98.672 1.609 8 99.390 .883 9 99.752 .46:3 10 99.938 .932 11. 100.000 .077 '!�"►k"►!'.y. •jf• •h'-1!..�:. •ti• ji- •k- 2f..ii. �!• •%.'�!• ji.:Y; ii. •)(- $"�•c •iL'.►{.'►!' �: •K• �t �:..►F.'i{• •�• •iE• •{F Y' •�- i!- •k •� iti[ •�..�i•.�• •�: •tt •�: •1!. •►!. •i• •i� •!; •li- ii• .�"N- -Y' y!• •1!- •1k. ?_ •� .�t..k;..}..�. •ii"►G• •iL• iF •i- •k:•ik• UNI -i' UNIT UNIT EFFECTIVE: PERIOD RAINFALL SOIL -LOSS RAINFALL_ (NUMBER) (INCHES) (INCHES) (INCHES) 1. .0054 054+ . 0022 .0032 2 .0054 .0022 .0032 :3 .0054 .0022 .00 32 4 .0051+ .0022 ►i )33 W033 5 .0054 .0022 . 033 6 .0055 .0022 022 .00 33 "7 .0055 .0022 ►(.733 .0033 8 .0055 . i 022 093 .0093 9 .0055 .0022 .0033 1() .0055 .0022 .003:3 11 .0055 055 . (:►� i22 .0033 12 .0056 .0022 .0033 1.3 .01056 .0022 . i 034 1.4 .0056 .0022 034 .0034 1.5 .0056 .0022 .0034 16 .0056 056 . l_ 023 .0034 17 .0057 .0023 23 .0034. 18 .0057 .0023 .0034 1.9 .0057 . (:. 023 .0034 034 20 .0057 057 .0023 .0034 21. .0057 .0023 .0034 22 .0057 .0023 024 .0024 23 .0009 .0023 .0035 24 .0058 .0023 . r 1t 25 25 .0058 .0023 .0035 26 .0058 058 .0023 035 .0035 27 .0059 .0023 .0035 28 .0059 .0023 .0025 29 .0059 .0024 .0035 30 .0059 .00214 214 .t 5_135 31. .0059 .0024+ .0036 32 .0060 .0024 . 0036 33 .0060 . C>024. .0036 34 .0060 60 . (. 024 .0036 35 .0060 .0024 .0036 - 36 ': u6O .0024 .0036 37 .0061. . ' 1+ )2 4 ►036 .0036 38 .0061 .0024 .002- 39 .0061. .0024 024 . (: 037 40 .0061 .0025 1025 . (" 03'7 41 .0062 .0025 . C:►i_►3*7 42 .0062 i62 .0025 .0037 43 .0062 .0025 ►r ►25 .' ►03'i 44 .0062 .0025 .0037 45 .0063 .0025 . 0038 46 6 . r,' 063 .0025 . 0028 47 . 0 0 62-3 .0025 . (.11.131 3 48 .0063 . 0025 .00313 49 .0064 .1.1025 .0038 50 .0064 . 0026 .0033 51 .0064 064•►• . {_!x_126 .0038 52 . f_►06,fi' .0026 . 0039 13 .0065 .0026 . x_1(.13? 54 .0065 65 . 0026 .0039 039 55 .0065 5 . t_ 026 7 .0039 56 .0065 .0026 .0039 r- 59 -- 59 . i)t_ 66 . t >027 .0040 6i) .0067 .0027 .0040 61. .0067 i067 . 0027 .0040 62 .0067 .t 027 .0040 63 .0069 .0027 .0 )41. 64 .0068 .0027 . 0041 65 .0068 .0027 .0041 66 .0068 .0027 .0041 67 .0069 .0028 041. .0041. 68 .0069 069 .0022 .0041 69 .0069 169 . i` 028 .0042 70 .0070 . 0028 .0042 71 .0070 . t 028 .0042 72 .00 70 .0028 .0042 73 .0071 .i028 .0042 74 .0071 .002e .0043 75 .0072 W029 029 .0043 76 .0072 .0029 .0043 77 .0072 .0029 .0043 78 .0072 . )t )29 .0043 79 .0073 .; 029 .0044 GO .0073 .0029 .0044 81. .0074 . 0029 .0044 82 .0074 .0030 .0044. 83 .0075 075 .4, 030 )i )45 .0045 84 .0075 .0030 )l )3t i . 0045 85 .0075 .0030 045 .0045 86 .0076 .0030 .0045 87 .0076 . i_)i_)30 .0046 Be .0076 .0031 .0046 89 .0077 .0031 031 .0046 90 .0077 .0031 .0046 91 .007e .0031 .0047 92 .0078 .0031 .004 • 93 .0079 .0032 .0047 94 .0079 . 0032 .0047 95 .0080 080 . 4. 032 ?? ?4.8 .0048 96 .0080 .0032 032 .0048 97 .0081 081 .0032 .0043 ?T )43 98 .0081 .0032 .0049 99 .0082 .0033 .0049 100 . 0082 .0033 X033 . 049 1.01 .0083 .0033 .0050 102 .0083 .0033 .0050 103 .0084 .0034 .0050 1.04 .0084 .0034 .0051 105 .002 .0034 . { 051 106 . ooe5 .0034 .0051 1.07 .0026 026 . t= 034 .005S-1 l oe .0086 086 . i_ 035 )i )52 .0052 109 .0087 .0035 .0052 110 .0029 .0 i35 .0053 1. 1. 1 .0089 .0035 .0053 112 WOW .0026 .0053 1.13 .0090 .0036 .0054 114 .0090 .;:036 .0054 /054 115 1 . J 1091. .0036 . 4_){.?55 116 .0092 .0037 . .?055 117 .0 193 .0037 037 . l if 56 lie M93 .0037 .0 i56 119 .0094 .0033 056 .0056 120 .0095 .0038 .0057 121. .0096 .0038 .0057 125 .0099 .0040 .0059 ' 126 .0099 .0040 .0060 127 .0101 .0040 .0060 -� 128 .0101 .0040 .0061 ' 129 .0102 .0041 .0061 130 .0103 .0041 .0062 '- 131 .0104 .0042 .0063 / . 132 .0105 .0042 .0063 133 .0106 .0043 .0064 134 .0107 .0043 ,0064 | 135 ^ 0108 ^ 0043 ^ 0065 136 .0109 .0044 .0066 137 .0111 .0044 .0066 - 138 .0111 .0045 .0067 139 .0113 .0045 .0068 140 .0114 .0046 .0068 -~ 141 .0116 .0046 .0069 142 .0117 .0047 .0070 143 .0118 .O047 .0071 . 144 .0119 .0048 .0072 145 .0118 .0047 .0071 146 .0119 .0047 .0071 147 .0121 .0048 .0072 148 .0122 .0049 .0073 149 .0124 .0050 .0074 150 .0125 .0050 .0075 151 ,0127 .0050 .0077 152 .0129 .0050 .0079 153 .0131 .0050 .0081 154 .0133 .0050 .0083 155 .0135 .0050 .0085 156 .0137 .0050 .0087 157 .0140 .0050 .0090 158 .0141 .0050 .0091 159 .0145 .0050 .0095 160 .0146 .0050 .0096 161 .0150 .0050 -0100 162 .0152 .0050 .0102 163 .0156 .0050 .0106 164 .0158 .0050 .0108 ' 165 .0163 .0050 .0113 166 .0165 .0050 .0115 167 .0170 .0050 .0120 - 168 .0173 .0050 .0123 169 .0184 .0050 .0134 170 .0187 .0050 .0137 171 .0194 .0050 .0144 172 .0198 .0050 .0148 173 .0205 .0050 .0155 174 .0210 .0050 .0160 175 .0219 .0050 .0169 176 .0224 .0050 .0174 177 .0235 .0050 .0185 178 .0241 .0050 .0191 179 .0254 .0050 .0204 1B0 .0262 .0050 .0212 181 .0279 .0050 .0229 182 .0288 .0050 .0238 183 .0311 .0050 .0261 1B4 .0324 .0050 .0274 185 .0338 .0050 .0288 186 .0358 .0050 .0308 187 .0406 .0050 .0356 188 .0439 .0050 .0389 191 .0885 .0050 .0835 192 .1207 .0050 .1157 193 .3598 .005O .3548 - 194 .0725 .0050 .0675 195 .0478 .0050 .0428 196 .0380 .0050 .0330 197 .0339 .0050 .0289 198 .0299 .0050 .0249 199 .0270 .0050 .0220 200 .0247 .0050 ,0197 201 .0229 .0050 .0179 202 .0214 .0050 .0164 203 .0201 .0050 .0151 204 .0191 .0050 .0141 205 .0176 .0050 .0126 206 .0168 .0050 .0118 207 .0160 .0050 .0110 208 .0154 .0050 .0104 209 .0148 .0050 .0098 210 .0143 .0050 .0093 211 .0138 .0050 .0088 212 .0134 .0050 .0084 213 .0130 .0050 .0080 214 .0126 .0050 .0076 215 .0123 .0049 .0074 216 .0120 .0048 .0072 217 .0120 .0048 .0072 218 .0117 .0047 .0070 219 .0115 .0046 .0069 220 .0112 .0045 .0067 221 .0110 .0044 .0066 222 .0108 .0043 .0065 223 .0106 .0042 .0063 224 .0104 .0041 .0062 225 .0102 .0041 .0061 226 .0100 .0040 .0060 227 .0098 .0039 .0059 228 .0097 .0039 .0058 229 .0095 .0038 .0057 230 .0094 .0037 .0056 231 .0092 .0037 .0055 232 .0091 .0036 .0054 233 .0089 .0036 .0054 234 .0088 .0035 .0053 235 .0087 .0035 .0052 236 .0086 .0034 .0051 237 .0085 .0034 .0051 238 .0083 .0033 .0050 239 .0082 .0033 .0049 240 .0081 .0033 .0049 241 .0080 .0032 .0048 242 .0079 .0032 .0048 243 .0078 .0031 .0047 244 .0078 .0031 .0047 245 .0077 .0031 .0046 246 .0076 .0030 .0046 247 .0075 .0030 .0045 248 .0074 .0030 .0045 249 .0073 .0029 .0044 250 .0073 .0029 .0044 251 .0072 .0029 .0043 252 .0071 .0029 .0043 253 .0071 .0028 .0042 254 .0070 .0028 .0042 257 .0068 .0027 .0041 258 .0067 .0027 .0040 259 .0067 .0027 .0040 260 .0066 .0026 .0040 261 .0066 .0026 .0039 262 .0065 .0026 .0039 263 .0065 .0026 .0039 264 .0064 .0026 .0038 265 .0063 .0025 .0009- 0038266 266 .0063 .0025 .0038 267 .0062 .0025 .0037 268 .0062 .0025 .0037 269 .0061 .0025 .0037 270 .0061 .0024 .0037 271 .0061 .0024 .0036 272 .0060 .0024 .0036 ' 273 .0060 .0024 .0036 274 .0059 .0024 .0036 275 .0059 .0024 .0035 276 .0058 .0023 .0035 277 .0058 .0023 .0035 278 .0058 .0023 .0035 279 .0057 .0023 .0034 280 .0057 .0023 .0034 281 .0056 .0023 .0034 282 .0056 .0022 .0034 283 .0056 .0022 .0033 284 .0055 .0022 .0033 285 .0055 .0022 .0033 286 .0055 .0022 .0033 287 .0054 .0022 .0033 288 .0054 .0022 .0032 ___________________________________________________________________________ TOTAL SOIL -LOSS VOLUME(ACRE-FEET) = .8676 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = --------------------------------------------------------------------------- 4.7882 2 4- H O U R S T O R M - R U N O F F H Y D R 0 G R A P H HYDROGRAPH IN FIVE-MINUTE I WERVALS ( CFS ) i IME ( HRS) VOLUME (AF) Q(CFS) 0) . 7.5 1.5.0 22.5 30. . 0 . 0)83 .0)0 84 1.21. VO. .167 .0172 1.29 VO .250) .0269 1.41 V0. .333 .0374 1.52 V 0 .41.7 .0483 1.57 V Q .500 . ( )593 1.57 V 0 .533 . C)70)3 i..60) V 0 .667 .0813 1.61 V 0 . 7-�;0) .0924 1.. 61 V 0. .8.33 .10)35 1.61 V Cl . .91.7 .1.1.46 1.61 V 0 1 .;_)00 .1257 1.61. . VO . . -1.083 .1368 1.61. . VD. 1.167 .1480 1.62 . VCl 1.250 .1591 1.62 .VO. 1.333 . 170)2 1.62 . VQ,. . ' 1.417 .1.81.4 1..62 .VQ -- 1. 560 .1926 1.62 . VQ . . . 1..5,33 .2037 VQ -1.667 .2149 1.62 .VG! 1.750 . 2261. 1..63 . VQ 1.833 .2373 1.63 .VQ 1..91 7 .2455 1.63 0 . i_)rDo .2598 1.63 0. , --1.083 .271, 0) 1, 63 . Q. 2.167 .2822 1.63 . 0. 2.2 5 .2935 1.63 . 0. .333 .3048 1.64 Q 2.1+17 .31.60 1.64 P. --2.50)+'' .3273 1.64 . Q . 2.5e3 .3386 1.64 . Q. 2.667 .3499 1,64 . (D 2.750 .361.2 1.64 Q.V . 833 .3726 1.65 C?V 2.917 .33 39 1..65 . OV 3.000 . 3953 1.65 QV 3.083 .4066 1..65 CV 3.167 .4180 1.65 L!V . . 3.250 .4294 1.65 ON .3.333 .440e 1.65 . OV .417 .4522 1.66 OV .. 3 . 5f )i) .4636 1.66 OV 3.583 ,47-50 1.66 , OV 3.667 .4865 1.66 0 V 3.750 � .4979 1..66 . Q V 3.833 .5094 1.67 0 V 3.917 .512C)9 1.67 . V '+.000 .5324 1.6( !Q , Q v 4.083 .5439 1.67 Q V 4.167 .5554 1.67 Q V 4.417 .5901 1.68 . Q V . . . . 4.500 .6016 1.68 . Q V . . . . 4.583 .6132 1.68 . Q V . . . . -4.667 .6248 1.68 . Q V . . . . 4.750 .6365 1.69 . Q V 4.833 .6481 1.69 . Q V . . . . 4.917 .6597 1.69 . Q V 5.000 .6714 1.69 . Q V . . . . 5.083 .6831 1.70 . Q V 5.167 .6948 1.70 . Q V . . . . 5.250 .7065 1.70 . Q V 5.333 .7182 1.70 . Q V . . . . 5.417 .7299 1.70 . Q V . . . . 5.500 .7417 1.71 . Q V . . . . 5.583 .7534 1.71 . Q V 5.667 .7652 1.71 ' Q V -5.750 .7770 1.71 . Q V . . . . 5.633 .7888 1.72 . Q V 5.917 .8007 1.72 . Q V . . . . 6.000 .2125 1.72 . Q V . . . . 6.083 .8244 1.72 . Q V . . . . 6.167 .8363 1.73 . Q V . . . . 6.250 .8482 1.73 . Q V . . . . 6.333 .8601 1.73 . Q V . . . . 6.417 .8720 1.73 . Q V . . . . 6.500 .8840 1,74 . Q V . . . . 6.583 .8959 1.74 . Q V . . . . 6.667 .9079 1.74 . Q V . . . . ' 6.750 .9199 1.74 . Q V . . . . 6.833 .9320 1.75 . Q V . . . . 6.917 .9440 1.75 . Q V . . . . 7.000 .9561 1.75 . Q V . . . . 7.083 .9682 1.76 . Q V . . . . 7.167 .9803 1.76 . Q V . . . . 7.250 .9924 1.76 . Q V . . . . 7.333 1.0046 1.76 . Q V . . . . 7.417 1.0167 1.77 . Q V . . . . 7.500 1.0289 1.77 . Q V . . . . 7.583 1.0412 1.77 . 7.667 1.0534 1.78 . Q V . . . . - 7.750 1.0657 1.78 . Q V . . . . 7.833 1.0779 1.78 . Q V. . . . 7.917 1.0902 1.79 . Q V. . . . 8.000 1.1026 1.79 . Q V. . . . 8.083 1.1149 1.79 . Q V. . . . 8.167 1.1273 1.80 . Q V. . . . . 8.250 1.1397 1.80 . Q V. . . . 8.333 1.1521 1.80 . Q V. . . . 8.417 1.1646 1.81 . Q V. . . . 8.500 1.1771 1.81 . Q V. . . . 8.583 1.1896 1.82 . Q V. . . . 8.667 1.2021 1.82 . Q V . . . 8.750 1.2147 1.82 . Q V . . . 8.833 1,2273 1.83 . Q V . . . 8.917 1.2399 1.83 . Q V . . . � .000 1.2525 1.84 . Q V . . . 9.083 1.2652 1.84 . Q V . . . 9.167 1.2779 1.85 . Q V . . . 9.250 1.2907 1.85 . Q V . . . 9.333 1.3034 1.85 . Q V . . . 9.417 1.3162 1.86 . Q V . . . 9.500 1.3291 1.86 . Q .V . . . 9.583 1.3419 1.87 . Q .V . . . 9.667 1.3548 1.87 . Q .V . . . ' 9.917 1.3938 1.89 . Q .V . . . -0.00O 1.4068 1.89 . Q .V . . . 10.083 1.4199 1.90 . Q .V . . . -0.167 1.4330 1.90 . Q .V . . . 0.250 1.4462 1.91 . Q . V . . . 10.333 1.4594 1.92 . Q . V . . . 10.417 1.4726 1.92 . Q . V . . . 0.50O 1.4859 1.93 . Q . V . . . 10.583 1.4992 1.93 . Q . V . . . 10.667 1.5126 1.94 . Q . V . . . 0.75O 1.5260 1.95 . Q . V . . . 0.833 1.5394 1.95 . Q . V . . . 10.917 1.5529 1.96 . Q . V 1.000 1.5665 1.97 . Q . V . . . 1.083 1.5801 1.97 . Q . V . . . 11.167 1.5937 1.98 . Q . V . . . -11.250 1.6075 1.99 . Q . V . . . 1.333 1.6212 2.00 . Q . V . . . ^1.417 1.6350 2.01 . Q . V . . . 11.500 1.6489 2.01 . Q . V . . . 1.583 1.6628 2.02 . Q . V . . . 1.667 1.6768 2.03 . Q . V . . . 11.750 1.6908 2.04 . Q . V . . . ^1.833 1.7050 2.05 . Q . V . . . 1.917 1.7191 2.06 . Q . V . . . 12.000 1.7334 2.O7 . Q . V . . . 12.083 1.7477 2.08 . Q . V . . . 2.167 1.7620 2.08 . Q . V . . . ^2.250 1.7764 2.08 . Q . V . . . 12.333 1.7908 2.09 . Q . V . . . 2.417 1.8052 2.10 . Q . V . . . 2.500 1.8197 2.11 . Q . V . . . 12.583 1.8343 2.12 . Q . V . . . ^2.667 1.8490 2.13 . Q . V . . . 2.750 1.8638 2.15 . Q . V . . . 12.833 1.8788 2.17 . Q . V . . . 12.917 1.8939 2.20 . Q . V . . . 3.000 1.9092 2.22 . Q . V . . . 3.083 1.9247 2.25 . Q . V 13,167 1.9404 2.27 . Q . V . . . 3.250 1.9562 2.30 . Q . V . . . 3.333 1.9722 2.33 . Q . V . . . 13.417 1.9885 2.36 . Q . V . . . ,3.500 2.0050 2.39 . Q . V . . . A.583 2.0217 2.42 . Q . V . . . i3.667 2.0386 2.46 . Q . V . . . 13.750 2.0558 2.50 . Q . V . . . 3.833 2.0733 2.54 . Q . V . . . 3.917 2.0910 2.58 . Q . V . . . 14.000 2.1090 2.62 . Q . V . . . 4.083 2.1274 2.67 , Q . V . . . 4.167 2.1462 2.73 . Q . V . . . 14.250 2.1655 2.80 . Q . V . . . 14.333 2.1854 2.88 . Q . V . . . 4.417 2.2057 2.95 . Q . V . . . ^4.500 2.2265 3.02 . Q . V . . . 14.583 2.2477 3.09 . Q . V . . . 4.667 2.2695 3.16 . Q . V . . . 4.750 2.2919 3.25 . Q . V. . . 14.833 2.3148 3.34 . Q . V. . . 44.917 2.3385 3.43 . Q . V. . . 5.000 2.3629 3.54 . Q . V. . . 15.083 2.3881 3.66 . Q . V. . . 15.167 2.4142 3.80 . Q . V . . 5.417 2.4995 31 5.50O 2.5305 4.51 15.583 2.5630 4.72 . Q . .V . `5.667 2.5975 5.00 . Q . .V . 5,750 2.6348 5.41 . Q . . V . 15.833 2.6764 6.04 . Q . . V . 15.917 2.7243 6.96 . Q. 6.0O0 2.7823 8.43 V . j.6.083 2.8619 11.55 . . Q . V . 16.167 2.9866 1B.11 6.250 3.1423 22.61 . . . V Q 6.333 3.2769 19.53 16.417 3.3625 12.43 . . Q . V . `6.500 3.4188 8.18 . --' Q . V . 6.583 3.4594 5.90 . Q . . V . 16.667 3.4939 5.00 . Q . . V. -A6.750 3.5242 4.40 . Q . . V. 6.833 3.5515 3.96 . Q . . V. ^6.917 3.5765 3.63 . Q . . V. 17.000 3.5998 3.38 . Q . . V -7.O83 3.6218 3.20 . Q . . V 7.167 3.6427 3.03 . Q . . V 17.250 3.6625 2.88 . Q . . V ^7.333 3.6815 2.75 . Q . . V 7.417 3.6997 2.64 . Q . . V z7.500 3.7172 2.55 . Q . . .V 17.583 3.7343 2.47 . Q . . .V 7.667 3.7508 2.40 . Q . . .V -7.750 3.7669 2.34 . Q . . .V 17.833 3.7826 2.28 . Q . . .V 7.917 3.7980 2.23 . Q . . .V 8.00O 3.8130 2.18 . Q . . .V 18.083 3.8277 2.14 . Q . . .V ^8.167 3.8423 2.12 . Q . . . V 8.250 3.8568 2.10 . Q . . . V .L8.333 3.8712 2.09 . Q . . . V J.8.417 3.8854 2.07 . Q . . . V 8.500 3.8996 2.05 . Q . . . V 8.583 3.9136 2.03 . Q . . . V 18.667 3.9274 2.02 . Q . . ~ V -'8.750 3.9412 2.00 . Q . . . V 8.833 3.9549 1.98 . Q . . . V 18.917 3.9684 1.97 . Q . . . V x9.000 3.9819 1.96 . Q . . . V 9.083 3.9953 1.94 . Q . . . V ^9.167 4.0086 1.93 . Q . . . V 19.250 4.0218 1.92 . Q . . . V 9.333 4.0349 1.91 . Q 9.417 4.0479 1.90 19.500 4.0609 1.88 . Q . . . V ^9.583 4.0738 1.87 . Cl . . . V 9,667 4.0867 1.86 . Q . . . V l9.750 4.0995 1.86 . Q . . . V 19.833 4.1122 1.85 . Q 9.917 4.1248 1.84 . Q _0.000 4.1374 1.83 . Q . . . V 20.083 4.1500 1.82 . Q . . . V 0.1674.1624 1.81 . Q . . . V O.250 4.1749 1.81 . Q . . . V 20.333 4.1873 1.80 . Q . . . V �0.417 4.1996 1.79 . Q . . . V 0.500 4.2119 1.78 . Cl . . . V ,--0.583 4.2241 1.78 . Q . . . V 20.667 4.2363 1.77 . Q . . . V 0.917 4. 2727 1.75 . Q .1.000 4.2847 1.75 . Q 21.083 4.2967 1.74 . Q . . , V , 1.167 4.3087 1.74 . Q 1.250 4.3206 1.73 . Q . . . y , 21.333 4.3325 1.73 . Q . . , y , 1.417 4.3443 1.72 . Q . . , y , 1.500 4.3561 1.72 . Q . . . V , d1.583 4.3679 1.71 . Q �1.667 4.3797 1.71 . Q . . . y . 1.750 4.3914 1.70 . Q . . . V . _1.833 4.4031 1.70 . Q 21.917 4.4148 1.69 . Q . . , y , 2.000 4.4264 1.69 . Q . . . y . 2.083 4.4380 1.69 . Q . . . y , 22.167 4.4496 1.68 . Q . . , y , -W2.250 4.4611 1.68 . Q . . , V , 2.333 4.4726 1.67 . Q . . ` y , �2.417 4.4841 1.67 . Q . . . y . 22.500 4.4956 1.67 . Q . . , y , 2.583 4.5071 1.66 . Q . . . V , 2.667 4.5185 1.66 . Q . . . y , 22.750 4.5299 1.66 . Q . . . y , -2.833 4.5413 1.65 . Q . . . V , 2.917 4.5526 1.65 . Q . . . y , 23.000 4.5640 1.65 . Q . . . y , P3.083 4.5753 1.64 . Q . . . V , 3.166 4.5865 1.64 . Q . . . V . ,-3.250 4.5978 1.64 . Q . . . V . 23.333 4.6091 1.63 . Q . . . V . 3.416 4.6203 1.63 . Q 3.5O0 4.6315 1.63 . Q . . . V . 23.583 4.6427 1.62 . Q . . . V ~ ~3.666 4.6538 1.62 . Q . . . V . 3.750 4.6650 1.62 . Q . . . V . 03.833 4.6761 1.62 . Q . . . V. 23.916 4.6872 1.61 . Q . . . V. 4.000 4.6983 1.61 . Q . . . V. L4.083 4,7093 1.60 . Q . . . V. 24.166 4.7198 1.52 . Q . ~ . V. -4.250 4.7294 1.39 .Q . . . V. 4.333 4.7382 1.28 .Q . . . V. 24.416 4.7467 1.23 .Q . . . V. o4.500 4.7550 1.21 .Q . . . V. �4.583 4.7633 1.21 .Q . . . V. a4.666 4.7716 1.20 .Q . . . V. 24.750 4.7799 1.20 .Q . . . V. 4.833 4.7882 1.20 .Q . . . V. 'ND OF FLOOD ROUTING ANALYSIS KRIEGER 8& STEWART Incorporated x �/ PROJ. N0. �/ gy ___, DATE g CLIENT 1 � Y 1•---c a CMKO DATE JOB SHEET N0. OF T ?.. .-- --- - .. ----_..-__. - --------_-_.•---•---- - ----- --- ,----------- � ;-•- �--�-~--�"� i- • -'-t" �._�. ..-I_-7^- • � ,- �--:--1--._. _ �_ 1 r .7TH.-�_-•._.«_._ _ - _ -��,� 1 . II , - .� T.. _ . __. _.,T. : - __L-t� ��� •: '-�_.--•- 6-� '----=—f ter_- -_ . � .._.:____ _ .._ �__—._ I rte_ -+-^--�j --- 1 ' - ' - ' i. --:i.- �2-:— _ - '_i._.:_ `' _ _"_ :�-'--•-�--�•--t , l A ?.. .-- --- - .. ----_..-__. - --------_-_.•---•---- - ----- --- ,----------- � ;-•- �--�-~--�"� / | ~ z ` | By--------- DATE CLIENT CHKO-DATE JOB KRyEGER & gTEWART Incorporated SHEET wo.___—___op—_—_—__' ------------ 0 40 1-7 [------------------------------------------------------------------------- FLOOD ROUTING ANALYSIS USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) �| ; | ***PRELlMlNARY/EXPERIMENTAL VERSION-** Copyright 19830986 Advanced Engineering Software (aes� � . Ver. 2.7A Release Date: 1/09/87 Serial # BETA10 ` Especially prepared for: ` | * BETA TEST SITE EVALUATION ONLY * / � ***+********************** DESCRIPTION OF STUDY ************************** ALMERIA AND MILLER SCHOOL SITE, FONTANA * NDEVELOPED SITE, 10 -YR STORM * FILE:WLC7, 5/19/87 J0B NO:512-7 * [ PILE NAME: WLC7.DAT TIME/DATE OF STUDY: 16:26 5/19/1987 ' 7LOW PROCESS FROM NODE 2.00 TO NODE 1.00 IS CODE = 1 '------------------------------------------------------------------------- >>>>>UNIT-HYDROGRAPH ANALYSIS<<<<< - (UNIT-HYDROGRAPH ADDED TO STREAM #1) | WATERCOURSE "LAG" TIME = .118 HOURS PEAK | UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES = .76 UNIT INTERVAL PERCENTAGE OF LAG -TIME = 70.458 PEAK WATERCOURSE LENGTH =2025.000 FEE'T PAINFALL(INCH) LENGTH FROM CONCENTRATION POINT TO CENTROID = 1050.000 FEET � ELEVATION VARIATION ALONG WATERCOURSE 30.000 FEET � BASIN FACTOR = .030 RAINFALL(INCH) WATERSHED AREA = 26.900 1.58 | BASEFLOW = .000 CFS/SQUARE-MILE PEAK | VALLEY(UNDEVELOPED) S -GRAPH SELECTED RAINFALL(INCH) MAXIMUM WATERSHED LOSS RATE(INCH/HOUR> = .810 . LOW LOSS FRACTION = .937) ------� PEAK | *HYDROGRAPH MODEL #1 SPECIFIED* RAINFALL(INCH)= SPECIFIED PEAK 5 -MINUTES RAINFALL4INCH)= .36) SPECIFIED PEAK 30 -MINUTES RAINFALL(INCH) = .76 SPECIFIED PEAK 1 -HOUR PAINFALL(INCH) = 1.00 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 1.58 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 2.09 SPECIFIED PEAK 24-00UR RAINFALL(INCH)= 3.7. PRECIPITATION DEPTH -AREA REDUCTION FACTORS: ' 5 -MINUTE FACTOR = .999 -' 30 -MINUTE FACTOR = .999 1 -HOUR FACTOR = .999 3 -HOUR FACTOR = 1.000 6 -HOUR FACTOR = 1.000 24-HOUR FACTOR - 1.000 � ' ' 'MODE' T-ME(HO�/p' } FOR END OF pE�UL�S = 90 0`) L� ^ ^ | UNIT HYDROGRAF'H DETERMINAl ION ____________________________________________INTERVAL F "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) _________________________________________________________________________ / 1 10.742 34.946 2 51.082 131.235 � 3 74.074 74.798 | 4 83.042 29.175 5 88.495 17.739 6 92.107 11.750 7 ( . 94.529 . 7 879 / 8 96.41' 6 . 145 9 p7.747 4.325 10 98.686 3.056 / 11 99.357 . . 2 182 | 12 99.743 1.255 13 99.936 .627 \ ' 14 100.000 .209 , ` In 11 | UNIT UNIT UNIT EFFECTIVE | ' PERI01.) RAINFALL SOIL -LOSS RAINFALL (NUMBER) (INCHES) (INCHES) (INCHES) -------------------------------------------------------------------------- | 1 .0054 .0050 .0004 2 .0054 .0050 .0004 - 3 .0054 .0O50 .0004 / 4 .0O54 .0050 .{«)04 ( 5 .0054 .0051 .0004 6 .0055 .0051 .0004 / 7^ | ~ 0055 ^ 0U51 0004 � 8 .0055 .0051 .0004 9 .0055 .0051 .00()4 ' 10 .0055 .0051 .0004 | 11 .0055 .0052 .0004 12 .0056 .0052 .0004 '. 13 .0056 .0052 .0004 i 14^ | ^ 0056 ^ 0052 0004 15 .0056 .0052 .0004 16 .0056 .0052 .0004 | 17 .0057 .0053 .0004 ! 18 .0057 .0053 .0004 19 .0057 .0053 .0004 ' 20 .0057 .0053 .0004 / 21 .0057 .0053 .0004 / 22 .0057 .0053 .0004 , 23 .0058 .0054 .0004 | 24 .0058 .0054 .0004 ^ { 25 .0058 .0054 .0004 26 .0058 .0054 .0004 27 .0059 .0054 .0004 | 28 .0059 .0055 .0004 29 .0059 .0055 .000'+ ' 30 | .0059 .0055 ^ 0004 / 31 .0059 .0055 .0004 32 .0060 .0055 "0004 - 33 .0060 .0056 .0004 34 .0060 .0056 .0004 | 35 .0060 .0056 .0004 36 .0060 .0056 .0004 - 37^ i 0061 ^ 0056 ^ 0004 | 38 .0061 .0057 .0004 39 .0061 .0057 .0004 40 .0061 .0057 .0004 i 41 .0062 .0057 .0004 / 42 .0062 .0057 .0004 43 .0062 .005S .0004 / 44 .0062 .0058 .0004 � 45 .0063 .005E .0004 46 .0063 .0058 .0004 / 47 .0063 .0059 .0004 | 48 .0063 .0059 .0004 49 .0064 W059 .0004 , 50 .0064 .005p .0004 51 .0064 .0060 .0004 52 .O064 .0060 .0005 53 .0065 .0060 .0005 54 .0065 .0060 .0005 55 .0065 .0061 .0005 56 .0065 .0061 .0005 =�� .00/`A, »o61 .0�)� |' | 60 /`0'�- � �``^� .0�62 �2 .O«67 .0062 .0 005 / 63^ | ^ 0068 ��E3 ^ 0��05 64 .0068 .0063 .0005 65 .O068 .0063 .0005 66 .0068 .0064 .0005 / 67 .0069 .0064 .0005 68 .0069 .006,+ - 69 .0069 .0065 .0005 ! 70 .0070 .0065 .0005 ' 71 .0070 .0065 .0005 . 72 .0070 .0065 .0005 73 .0071 .0066 .0005 ! 74 .0071 .0066 .0005 75 .0072 .0067 .0005 - 76^ | 0072 ^ 0O67 ~ 5 000 � 77 .0072 .0067 .0005 78 .0072 .0067 .0005 ` 79 .0072 .0068 .0005 ! 80 ! .0O73 ^ 0068 ^ 0005 81 .0074 .0069 .0005 _ 82 .0074 .0069 .0005 / 83 .0075 .0069 .0005 84 .0075 .0070 .0005 85 .0075 .0070 .0005 - 86^ > ^ 0076 0070 0005 ' i 87 .0076 .0071 .0005 GG .0076 .0071 .0005 ~ 89 .0077 .0072 .0005 / 9O .0077 .0072 .0005 91 .0078 .0072 .0005 , 92 .0078 .0073 .0005 � 93 .0079 .0073 .0006 � 94 .0079 .0074 .0006 95 .0O80 .0074 .0006 ~ 96. / 0080 . 0074 . 00O6 | 97 .0081 .0075 .0006 98 .0081 .0075 .0006 ~ 99 .0082 .0076 .0006 ! 100 .0082 .0076 .0O06 ' 101 .0083 .0077 .0006 102 .0083 .0077 ,0006 -- 103 .0084 .0078 .0006 ! 104 .0084 .0078 .0006 105 .0085 .0079 .0006 ' 106 .0085 .0079 .0006 ) ( 107 .0086 .0080 .0006 108 .0086 .0080 .0006 109 .0087 .0081 .0O06 � 110 .0088 .0082 .0006 | 111 .0089 .0082 .0006 112 .0089 .0083 .0006 !13 .0090 .0084 .0006 114 .0090 .0084 .0006 115 .0091 .0055 .0006 ` 116 .0092 .0085 .0006 117 .0093 .0086 .0006 118 .0093 .0087 .0007 . 119 .0094 .0087 .0007 120 .0095 .0088 .0007 121 .0096 .0089 .0«)7 122 .0096 .0089 123 .0097 o090 �»�� / 126 !. . 127 .o1�1 128 .��01 .00% | 129.`/095 .'�`007 / 130 .0103 .0096 131 .0104 .0097 .0007 132 .0105 .0098 .0007 .0007 | 133 ,0106 .0099 ,0007 134 .0107 .010(", 07 � � 135 .01�8 .0101 .00 �- ^`,"" | 136 0109 , 0102 137 .0111 .0008 ��. 138 .0111 .0103 .0104 139 .0113 .0105 .000"R 140 .0114 .0106 .0008 141 .0116 .0108 .0008 .0008 � 142 .0117 .01O8 .0008 / 143' .0118 .0110 .0008 144 .0119 .0111 i 145 .01 18 .0109 .0008 ^ 0�08 / 14,6 . 0119 .0110 147 .0121 .0112 .0008 -, 148 .0122 .0113 .0008 .0009 ' 149 .0124 .0115 150 .0125 .0116 .0009 ~n 151 .0127 M119 .0009 � 152 .0129 .0120 .0009 ^ 0009 . / 15 3 .0131 ^ 0122 154 .0133 .0123 .0009 155 .0135 .0126 .0009 .0009 | 156 .0137 .0127 .0010 157 .0140 .0130 o/ 158 .0141 .0132 .N010 ^ O010 159 ^ 0145 ^ 0135 .0010 / 160 .0147 .0136 .0010 � 161 .0150 .0140 .0011 � 162 .0152 .0141 .0011 � 163 .0156 .0145 .0011 164 .O158 .0147 � 165 .0163 .0011 / 166 .0151 ^ 0011 . , 0165 , 0154 167 .0170 .0158 .O012 x 168 .0173 .0161 .0012 .0012 ! 169 .0185 / 170 .0188 .0172 .0013 171 .O194 .0175 .0181 .0013 `. 172 .0198 .0184 .0014 .0V14 | 173 .0206 .0191 .001� 174 .0210 .0195 . 175 .0219 .0015 � | 176 ^ 0224 .0204 .0208 ^ 0015 177 ,0235 'O016 , 178 .0241 .0218 .0224 .0016 .0017 | 179 .0254 .0236 ; 180 .0262 .0243 .0018 0018 181 , 0279 0259 ' 182 ^ 0289 , O268 ^002 0 ^ ^002 0 | 181-3 ^ �311 O289 184 .0324 ^ .0302 .0(`22 185 .0338 .0314 .0023 186 .0359 .0333 .0024 .0025 187 .04O6 .03780n28 188 .0438 , 0408 ^ 0031 189 .���5� .x517 ^`oj9 | 19E .Woe-.) .0675 .0532 | 193 M675 .2p21 . 194 .0794+ .0674 .0051 195 .0478 .0444 .0033 � 196 .0380 .0353 .0027 197 .0339 .0316 .0024 ~ 198 | ^ 0299 ^ O278 ^ 0021 | 199 ' .0270 .0251 .0019 200 .0247 .0239 .0017 " 201 .02Y? .0213 .0016 | 202 .0214 .0199 .0015 '! 203 .0202 .0188 .0014 T 204 .0191 .0178 .0013 . { 205 .0176 .0163 .0012 / ' 206 .0168 .0156 .0012 207 .0160 .0149 .0b11 208 .0154 .0143 .0011 | 209 .0148 .0138 .0010 210 .0l43 .0133 .0010 211 .0138 .0129 .0010 ! } 212 .0134 .0125 .0009 213 .0130 .0121 .0009 _ 214 .0126 .0117 .0009 / 215 .0123 .0114 .0009 ' 216 .0120 .0111 .0008 217 .0120 .0112 .0008 ' 218 .0117 .0109 .0008 219 .O115 .0107 .0008 220 .0112 .0104 .0008 , 221 .0110 .0102 .0008 | / 222 .0108 .0100 .0608 ^ 223 .0106 .0093 .0007 224 .0104 .0096 .0007 r � | 225 .0102 .0095 .0007 | � 226 .0100 .0093 .0007 227 .0098 .0091 .0007 r 228 � .0097 .0090 .0007 | 229 .0095 .0088 .0007 230 .(X)94 .0087 .0007 � 231 .0092 .0086 .0006 ' | 232 .0091 .0084 .0O06 ' 233 .0089 .0083 .0006 234 .0088 .0082 .0006 -| 235 .0087 .0081 .0006 � 236' .0086 .0080 .0006 237 .0085 .0079 .0006 238 / .0083 .0078 .0006 | 239 .0082 .0077 .0006 240 .0081 .0076 .0006 241 .0080 .0075 .0006 / 242 .0079 .0074 .0006 / 243 .0078 .0073 .0005 244 .0078 .0072 .0005 , 245 .0077 .0071 .0005 246 .0076 .0071 .0005 247 .0075 .0070 .0005 2+8 .0074 .0069 .0005 249 ,0073 .0068 .0005 250 .0073 .0068 .0005 251 .0072 .0067 .0005 252 .0071 .0066 .0005 253 .O07 .0005 254 .0070 .0065 .0005 25� .0()69 [ ' 258 ' � ' -. . '�'(/6� ' ' ' -_ . 0�63 . 000� ' 259 .00677 .Oct "R .0O05 | 261 '0066 .0005 i 262 .0005 .0005 -` 263 .0065 .0060 .0005 264 .0064 .0060 .0004 � 265 .006 .0059 .0004 266 .0063 .0059 .0004 ` 267 .006.? .0058 .0004 | � 268 .00621, .0058 .0004 269 .0061 .0057 .0004 -, 270 .0061 .0057 .0004 | 271 .0061 .0056 .0004 i 272 .0060 .0056 .0004 273 .0060 .0056 .0004 ` 274 .0059 .0055 .0004 275 .0059 .0055 .0()04 276 .0058 .0054 .0004 ` 277 .0058 .0054 .0004 / 278 .0058 .0054 .0004 / 279 .0057 .0053 .0004 , 280 .0057 .0053 .0004 ! 281 .0056 .0053 .0004 - | 282 .0056 .0052 .0004 283 .0056 .0052 .0004 ° 284 .0055 .0051 .0004 | 285 .0055 .0051 .0004 286 .0055 .0051 .0004 � 287 .0054 .0051 .0004 / � 288 .0054 .0050 .0004 _______________________________________________________________________ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 7.0235 ^ r------------------------------------------------------------------------- TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1.3144 / 24-HOUR STORM RUNOFF HYDROGRAPH L========================================�==============================�� HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) �-___________________________________________________________-______-_____ AME(HRS) VOLUME(AF) Q(CFS) 0. 12.5 25.0 37.5 50.0 _ _________________________________________________________________________ / .083 .0001 .01 Q . . . . / .167 .0005 .06 Q . . . . .250 .0011 "09 Q . . . . ' .333 .0019 .10 Q . . . . | .417 .O026 .11 Q . . . . .500 .0034 .11 Q . . . . .583 .0042 .12 O . . . . | .667 .0050 .12 Q . . . . | ,750 .0059 .12 Q . . . . .833 .0067 .12 Q . . . . | ,917 .0076 .12 Q . . . . | 1.000 .0084 .13 Q . . . . 1.083 .0093 .13 Q . . . . 1.167 .0102 .13 Q . . . . 1.250 .0110 .13 Q . . . . 1.333 .0119 .13 Q . . . . 1.417 .0128 .13 Q . . . . /1.500 .0137 .13 | - 1.583 .0146 .13 Q . . . . 1.667 .0155 .13 Q . . . . `1. 750 .13 . Q0164 . . . . � 1.833 .0173 .13 Q . . . . 1.917 .0182 .13 2.000 .0191 .13 Q . . . . �2.083 .0200 .13 Q . . . . /2.167 .0209 .13 Q . . . . 2.250 .0218 .13 Q . . . . )2.333 .0227 .13 �2.417 .0236 .13 Q . . . . 2.500 .0245 .13 Q . . . . 2.583 .0255 .13 O . . . . 2,667 .0264 .13 Q . . . . 2.750 .0273 .14 Q . . . . .833 .0282 .14 Q . . . . 02.917 .0292 .14 Q . . . . ' 3.000 .0301 .14 Q . . . . 3.083 .0311 .14 Q . . . . | 3.167 .0320 .14 Q . . . . 5.250 .0330 .14 QV . . . . 3.333 .0339 .14 PV . . . . /3.417 .0349 .14 QV . . . . '3.500 .0358 '14 PV . . . . -3.583 .0368 .14 QV . . . . 3.667 .0378 .14 OV . . . . 3.750 .0388 .14 QV . . . . -3.833 .0397 .14 PV . . . . 3.917 .0*07 .14 QV . . . . 4.000 .0417 .14 QV . . . . 4.083 .0427 .14 PV . . . . 4.167 .0437 .34 QV . . . . 4.25? .»: %- M M/ Sly. .15 W. _4.b67 '�497 .050- .15 Qo | '4.833 .0518 .15 QV �.917 .0528 .15 OV . . . - 5.000 .0539 .15 QV �5.083 .0549 .15 Ov . . . 5.167 .0559 '11 QV n5.250 .0570 .15 QV . . . |5.333 .0580 .15 oV / 5.417 .0591 .15 Q� . . . .5.500 .0601 .15 QV . . . /5.583 .0612 .16 MY . . . | '5.667 .0623 .16 QV . . . 5.750 .0634 .16 QV . . . -5.833 .0644 .16 QV . . . /5.917 .0655 .16 QV . . . 6.000 .0666 .16 Q V . . . 6.083 .0677 .16 Q V . . . |6.167 .0689 .16 Q V . . . | 6.250 .0699 .16 Q V . . . 6.333 .0711 .16 Q V . . . 6.417 .0722 .16 Q V . . . /6.500 .0733 .16 Q V . . . 6.583 .0744 .16 Q V . . . -6.667 .0756 .17 Q V . . . |6.750 .0767 .17 Q V . . . /6.833 ,0779 .17 Q V . . . -6.017 .0790 .17 Q V . . . |7.000 .0802 .17 Q V / 7.083 .0813 .17 Q V . . . 7.167 .0825 .17 Q V . . . 7,250 .0837 .17 Q V . . . 17.333 .0849 .17 Q V . . . 7.417 .0861 .17 Q V . . . 7.500 .0873 .17 Q V . . . �7.583 .0885 .18 Q V . . . /7.667 Q V .0897 .18 . . . -7.750 .0909 .18 0 V . . . 7.833 17.917 .0921 .18 Q V . . . .0934 .18 9 Y 8.000 .0946 .18 Q V . . . 8.083 .0p59 .18 O V . . . l8.167 .0971 .18 Q V 8.250 .0984 .18 Q V . . . 8.333 .0996 .18 Q V . . . |8.417 .1009 .19 Q V | 8.500 .1022 .19 Q V . . . 8.583 .1035 .19 Q V . . . 8.667 18.750 .1O48 .19 Q V .1611 .19 Q V . . . 8.833 .1074 .19 Q « . . .1088 .19 0 « 18.917 9.000 .1101 .19 Q V . . . 9.083 .1115 .20 Q V . . . 9.167 .1128 .20 Q Y . . . 9.250 .1142 .20 Q V . . . 9.333 .1156 .20 Q V . . . 9.417 .1169 .20 Q v . . . 9.500 .1183 .20 O V . . . !9.5S3 .1197 .20 {! V . . . 9.667 .1212 .21 Q » . . . ( ' 0.25O .1314 10.333 .1329 .22 Q V 10.417 .1344 .22 Q V -`i0.500 .1359 .22 Q V .O.583 .1375 .22 Q V :0.667 .1390 .23 Q V . . `^'«.750 .1406 .23 Q V . . . 10.833 .1422 .23 Q V . . . !'..917 .1438 ,23 Q V . . . ,d1.000 .1454 .23 Q V . . . ;1.083 .1471 .24 Q V :1.167 .1487 .24 Q V 11.250 .1504 ` .24 Q V -" 1.333 .1520 .24 Q V i1.417 .1537 .25 Q V 11.500 .1555 .25 Q v -11.583 .1572 .25 Q v \1.667 .1589 .25 Q V h.750 .1607 .26 O V .11.833 .1625 .26 Q V .1.917 .1643 .26 Q V 12.000 .1661 .27 Q V 12.083 .1680 .27 Q v '12.167 .1698 .27 Q V 2.250 .1717 .27 O V 12.333 .1736 .27 Q V . . . 2.417 .1754 .27 Q V 2.500 .1774 .28 Q V . . . 12.583 .1793 .28 Q V . . . 12.667 .1813 .29 Q V . . . '2.750 .1833 .29 Q V . . . .2.833 .1853 .29 Q V . . . 12.917 .1873 .30 Q V . . . 3.0O0 .1894 .30 Q V . . . 3.083 .1915 .31 O V 13.167 .1937 .31 O V . . . _13.250 .1959 .32 D V . . . i3.333 .1981 .32 Q V { ^3.417 .2004 .33 Q V 13.500 .E027 .33 Q V '-^3.583 .2050 .34 Q V . . . 13.667 .2074 .35 Q V 13.750 .2098 .35 Q V 43.833 .2123 .36 Q V | 3.917 .2149 .37 Q V . . . f j.4.000 .2175 .38 Q V . . . 14.083 .2201 .3q Q V . . . /4.167 .2229 .40 Q V 14.250 .2258 .41 & V . . . 14.333 .2287 .*3 Q V . . . t4.417 .2317 .44 Q l . . . 14.500 .2348 45 Q V 14.583 .2380 .47 Q V . . . 14.667 .2414 .48 Q V . . . 4.750 .2+48 .50 Q V -4.833 .2483 .53 Q V 14.917 .2520 .53 Q V . . . '5.000 .2558 .55 Q V . . . .5.083 .2597 .58 [) V 15.167 .2639 .60 P V . . . 15.250 .268P .-T 0 » . . ' 5.750 .3005 .94 N V. i5.833 .3080 1.10 Q V. . . , 15.917 .3206 1.82 .Q V. - 6,000 .3563 5.19 . Q V 16.083 .4874 19.04 . . 16.167 .7855 /9.0 43.28 6.250 .9554 Zqa 24.68 . . p. V. , 6.333 1.0292 10.71 . Q . . .y ' 16.417 1.0765 6.86 . Q 6.500 1.1095 4.79 . P . ~ . V , 6.583 1.1333 3.46 . Q . . , V , A.667 1.1524 2.77 . Q 16.750 1.1668 2.10 .Q . . , y , -16.833 1.1779 1.61 .Q . . , y , ;6.917 1.1866 1.26 .Q . . . V . � 17.000 1.1929 .91 Q . . . y , '17.083 1.1975 .67 Q 17.167 1.2010 .50 Q 17.250 1.2038 .42 _17.333 1.2065 .39 Q �7.417 1.2091 .37 Q . . . V , 17.500 1.2116 .36 Q . . . V . 17.583 1.2140 .34 Q �*�' 7.667 1.2162 .33 Q . . . V . 7.750 1.2184 .32 Q . . . V . i7.833 1.2206 .31 Q . " . V . ,17.917 1.2226 .30 Q . . . V . 1.2246 .29 Q . . . V . 18.000 � 18.083 1.2266 .28 V . 18.167 1.2285 .28 Q . . . V . ~18.250 1.2304 .27 Q . . . V \ /8.333 1.2322 .27 Q . . . ' V . 18.417 1.2340 .26 Q . . . V . 8.500 1.2358 .26 Q . . . V . 8.583 1.2375 .25 Q . . . V . 18.667 1.2392 .25 Q . . . V . ^8.750 1.2409 .24 Q . . . V . 18.833 1.2425 .24 Q . . . V . 18.917 1.2441 .23 Q . . . V . 19.000 1.2457 .23 Q . . . V , -~9.083 1.2473 .22 Q . . . V . 9.167 1.2488 .22 O 19.250 1.2503 .22 Q . . , y , 49.333 1.2517 .21 O . . . y . 19.417 1.2532 .21 Q . . . V . 19.500 1.2546 .21 Q . . . V . 19.583 1.2560 .20 Q . . . V , 49.667 1.2574 .20 Q . . . V , 19.750 1.2588 .20 Q . . . V . 19.833 1.2601 .20 Q . ' . V . °9 917 /. 1 2615 . . 19 Q . ~ . . V 0 rs.0O0 - 1.2628 .19 Q V M083 1.2641 .19 Q 20.167 1.2653 .19 Q 10.250 1.2666 .18 O . . . V . 20.333 1.2679 .18 Q . . . V ' 20.417 1.2691 .18 Q . . . V . 0.500 1.2703 .18 Q . ' . V . 90.583 1.2715 .18 Q . . . v ^ 20.667 1.2727 .17 20.750 1.2739 .19 I 1..(:I)' 1 .2776 ]'/ D MOM 1.270y5 .16 P P1.i67 1.2796 .3b [' l.250 1.2807 .16 Q 21.333 1.2818 .16 Q . . . V. 1.417 1.2829 .16 O Z1.500 1.2840 .16 Q . . , y, 11.583 1.2850 .16 Q 21.667 1.2861 .15 C-) ^z1.750 1.2872 .15 Q . . , y, '1.833 1.2882 .15 Q . . . V. a1.917 1.2892 .15 Q . . . V, ,22.000 1.2902 .15 Q . . , V. >2.083 � 1.2913 .15 Q . . , V, 12.167 1.2923 .15 Q . . , V. 22.250' 1.2933 .14 Q .333 1.2942 .14 Q . . , V. !2.417 1.2952 .14 Q . . . V. 22.500 1.2962 .14 Q . . , V. 'p2.583 1.2972 .14 Cl . . , V. .667 1.2981 .14 Q . . , y, 12.750 1.2991 .14 Q . . , V. 22.833 1.3000 .14 Q . . . y, 2.917 1.3010 .14 Q . , , y, 13.000 1.3019 .14 Q . . . V. 23.083 1.3028 .13 Q . . , y, -`3. 16 6 1.3037 .13 Q . . V, .250 ' 1.3046 .13 Q . . . , V. ^ .233 1.3055 .13 Q . . , V. .416 1.3064 .13 Q . . . V. 3.500 1.3073 .13 Q . . . V. '^�3.583 1.3082 .13 Q . . , y, 23.666 1.3091 .13 Q . . . V. 3.750 1.3100 .13 Q. ^ . V ^ ( �3.833 1.3108 .13 Q . . . V. - '23.916 &S.916 1.3117 .13 Q . . . V. 0O0 1.3126 .12 Cl. . . . V. T083 1.3133 .11 Q . . . V, 04.166 1.3138 .06 Q . . , V. .250 1.3140 .03 Q . . . V. .333 1.3141 .02 Q . . . V. 14.416 1.3142 .01 Q 24.500 1.3143 .01 0 �14.583 1.3143 .01 Q . . . V, .666 1.3144 .00 24.750 1.3144 .00 Q Q4.833 1.3144 .00 Q . . . V. .916 1.3144 .00 Q . . . V' 15.000 1.3144 .00 Q . . , y 25.083 ========================================================================= 1.3144 .00 Q . . , y END OF FLOOD ROUTING ANALYSIS ' ` / �_ "= 1-31 //l ` " - fl 5 y\ �/ (See FIGURE E — f� �.7b iNc I .'on 1N P-.., sre LO ) TID io 93 ✓ P . - 2.0 h1<il� C act s�EL7- 4-) `C -w- 10 e- F/1G�1f o� �l, r�,e ry1FS o (2 A Fr6 0,17- I I FT ) 11) 6 77� lVA--rrlf (,o l? S/4 A7!96�=�� - �Jr/�oir� C 1 g rTGo F7'y/-2 l 4 35 /1C t o 2,4 t3enc 2G.�6 Ac -- (2 .7 2 2 6 o F -F Z Arc — . 7Z 14C //1 435 60 f7- 1 rT KRIEGER STEWART INCORPORATED MEMORANDUM O: rl z CLIENT VV L G ZOM: U/42 PROJECT FILE 5 JZ 7 CONFERENCE WITH: f Y DATE 5 / 177 TTENDANCE: TIME A.M. P.M. 'CATION: SUBJECT y t -HONE CALL TO: NUMBER oi 14- PAOY NONE CALL FROM: NUMBER 1.1-t�D�V�� r (See FIGURE E — f� �.7b iNc I .'on 1N P-.., sre LO ) TID io 93 ✓ P . - 2.0 h1<il� C act s�EL7- 4-) `C -w- 10 e- F/1G�1f o� �l, r�,e ry1FS o (2 A Fr6 0,17- I I FT ) 11) 6 77� lVA--rrlf (,o l? S/4 A7!96�=�� - �Jr/�oir� C 1 g rTGo F7'y/-2 l 4 35 /1C t o 2,4 t3enc 2G.�6 Ac -- (2 .7 2 2 6 o F -F Z Arc — . 7Z 14C //1 435 60 f7- 1 rT KRIEGER & STEWART Incorporated By G �IL'� DATE CLIENTy- L-C—PROD. NO. 2 — s CHKD S DATE g7 JOB SHEET NO. OF _>-:_ - pow- - 4 � -� --•-� 15-0w, od __ - , -- -- psi AA AXE -71 I I !-• ' �� T-_�� __- _1._5-..-. t-t__.-�.�_i. J-�•. r -r-:. _ .. ___f.-__;_ f . � ._ _....__r .. _ • _.-���1^.._ _ �I y Y_.J-___- . -0�'- I 0.12-6�= (��.r = � .i '•__ i � -__:-� ;---- - - .msµ_ _ �: _. _..��='_-�_.�--- •— --`---—.•_�.�--?_`__,_�� .�' - + _ fir.-...----- --- - --. i_.._...-__� _—.� -.l--- •----• � •-•- - -- - i..r.-_ i '77-17-1'71 -^- _77T - - KRIEGER & STEWART Incorporated BYAMM DATE s CLIENT /� Z- Cl PROD. NO. 51 -7 CHKDSPff DATE JOB SHEET NO. OF S �___. __ :..... _.__—.._ .. �' .---- Fes►:= -• - -- /°=--- /°; .._..... ._� . , . _ _ ....-- - mow--r_car.A_ �F ��t�X�lr1!"-�:-LoSS�.R,�•r,�• ��_ P,F�Ulovs. _�/�E�-..:.,-c�.�/ .y- - --, � . � : ; -:-. ' :- :-- ��-� _ --_ ; - AM 4 400 � -,- `�_���". •--•. 0P�GS----'--->�7�-1�`r–�'lC�- 17�-. �7'- o . PP-�1T�GT��� �- - _ Tr _ � .. O •$�..V-/f�'t.�—.�! �, `mow.- :._ _. • _ , - _._ _ �:___:__�:: �.. _ • _- -4 --- _ --- - -_ _ --- --=-- _ 1 ems__._ _.--!_. ___...—_._—_.__---_..r__..___. .. __. _. ._. .._._.�___•— t ___.__..— • _._._....._� _ �. . _j , Tc' LIMITATIONS, L 100 I. Maximum length x 1000 Feet Tc 1000 90 2. Maximum area x 10 Acres 5 _ (min) 900, 80 0_ b $ 6 800 70 -- u H goo Y eA 400 0 P r. 300 ti 700 6 0Q_ Poo 7 r' ppv .. N E O loo 44� 600 C 30 o M o eeoo 8 a m m+ ar 40 10 30 --.3 $ ' m m to 9 0 00 m m 33 o a_ s 400-- o ee 3 Good Cover ... cn 350 23 Undeveloped _ c_ IA FaFr Cover 0s �14 ' v E = 300 Undeveloped 3 1 l8 0 c 20 Poor -Cover 1 c" l2 5 Is `o 18 Singic Family 17 E J 230 ~ 16 (s-7 v 18 g onvy*rclal �-` 19-- 14 (Paved) KEY 20 m 200 � L -H -Tc -K -Tc' c 12 25- 10 5 10 Figure D -I D-4 PI Povelopment U Igo 9 80- Apartment o 75- Mobile Home 30 8 65- Condominium 2 60- Single Family -5,000 ft Lot 7 40- Single Family -1/4 Acre Lot 35 20 - Single Family - I Acre Lot E6 10 - Single Family -21/2 Acre Lot - 100 40 EXAMPLE I 3 (1 ) Lx 550', H-5.0', KxSinglo Fatuity (5-7 Du/AC) Developmont, Tcx12.6 min. (2) Lx 530', H- 5.0% Kx Commorcial 4 Devolopment, Tcx9.7 min. SAN BERNARDINO COUNTY TIME OF CONCENTRATION NOMOGRAPH HYDROLOGY MANUAL FOR INITIAL SUBAREA Figure D -I D-4 15 1.0 - L •5 —5- -- L.5 12 HEADWATER DEPTH FOR >� C HEADWATER SCALES 2153 ONCRETE PIPE CULVERTS . REVISED MAY 1964 WITH INLET CONTROL BUREAU OF PUBLIC ROADS JAN, 1963 5-.22 }---, ;�i�.-•i��,-3.'��11•.;*i-•– � ��rs _']r ..i.:�.'A;,'.:"�-'.–'^'T +i:'�vY.�. �v1:� - 77,71"IT, T�rlT�^,'�j�t. .`.}?!r,�•tr^"'.`: C HART 2 ' Ipo 000 -10,000 168 - 8,000 EXAMPLE 156 - 6,000 D-42 inches (3.5 feel) 6. 6' 144 5 000 0.120 03--f --- 5. - 4,000 b Jtw 6• 5. 132 -w" D feet 3,000 5. 4. 120 (1) 2.5 8.8 a. (2) 2.1 7,4 rt - 2,000 (3) 2.2 7.7 4. _ --- 108 3. rD in feet 3. 96 I,CJOU = 3• - 800 84 600 - ---> - -2.-` 2 - 500 72 - 400 � � 2• I U) C / U- 300 _ 1.5 Z uJ / u> 1,5 6 0 t` 200 �'-- 1.5 - - Z F - UJ � � f > C` 80 z - - r, G 60 F- --- 4 2 - - a I.0 I.O LL- - 50 NW EPS i RAtiCE n > fw 40 D SCALE TYPE tr: 1.0 W 3 5 — 30 (I) Squor► edg, with ►- Q .9 9 s 33 heod.oll 0. 9 Q . x 0 — 2 0 (2) Groove end w th Q W 30 heod.oll = p 8 (3) Groove end •8 27 projecting 10 -24 8 7 .7- -. 7 6 To use stole. (2) or (3) project 21 5 horizontally to stole (1), then 4 use stralghl inclined line through D and 0 scales, or reverse as 6 3 illustrated. 6 • 6 18 -2 f 15 1.0 - L •5 —5- -- L.5 12 HEADWATER DEPTH FOR >� C HEADWATER SCALES 2153 ONCRETE PIPE CULVERTS . REVISED MAY 1964 WITH INLET CONTROL BUREAU OF PUBLIC ROADS JAN, 1963 5-.22 }---, ;�i�.-•i��,-3.'��11•.;*i-•– � ��rs _']r ..i.:�.'A;,'.:"�-'.–'^'T +i:'�vY.�. �v1:� - 77,71"IT, T�rlT�^,'�j�t. .`.}?!r,�•tr^"'.`: KRIEGER & STEWART Incorporated By DATE Ir") _3 -s--i CLIENT 1 P R 0 J. N0. tS C�� (30 � i CHKD-DATE J 0 B SHEET N0. OF A 4--t j! 50. 17 Wor 7 7 _4 ir i,.q 96.6. 7— C-04PI(IC QRUEGER &ST2WART xncvrnouunu BY —DATE cL/swr pncu. NO. coxp------_-DArs JOB —SHEET NO.—OF . . . KRIEGER K STEWART Incorporated BY DATE CLIENT PROD. NO. CHKD DATE JOB SHEET N0. OF .-_.�-.-_ � �'_ a __•=r--1•-+ •..i__ It ��-_ -I-�-- •r,+Z� ,-' 7-^ I - ♦ _.�- . _. -... _ � _ T ' _j t~T• �— _.�._. I i I I-;-�T'- i-�_�:_:.�}_.11 I�-�-�-1-` `.-f- t --e-' i� 1(_�_ 1 �♦_ i _-I .. I i -i-a_� I - * N' �I - -� --, - - -r-a--•------,-'--- ,-.�-•__-- ,. __,_.,-.__..l. ��_r . . i_�_ . Imo.-.. i I �-�_ i♦ I t 1 1 1 , �_v-. -_- •_ i i- ^--- �.-^-•.ill--- --_ __� .--._•._-__...- -_ - i j _i _.-_y._.-..-__._ � � - ^._._._----: «....__"�+_'-..�w.�3 _ ....+ :..ter-�.+�..�r.»..��•1�..�µ�� � ' ....._._.«-.n..q�n.+� _�_.'. - - —�� ' -^ X ... Q0.- ` � •--- ---- -- -----••_-. . -- - ___ _ _ _ i I -- KRIEGER & STEWART Incorporated BY -DATE CLIENT CMKD_DATE JOB PROD. No. SHEET NO. OF 7- :4 7*