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Home My WebLink AboutSan Sevaine & Etiwanda Creek Vol II 7 FUSCOE WILLIAMS LINDGREN & SNORT SAN SEVAINE CREEK ETIWANDA CREEK HYDROLOGY AND BASIN ROUTING REPORT VOLUME II Pre - Developed, One Hundred -Year Hydrology Computations February, 1989 SAN SEVAINE CREEK AND ETIWANDA CREEK HYDROLOGY AND BASIN ROUTING REPORT Volume II Pre-Developed, 100 Year Hydrology Computations c February, 1989 Prepared For: The Caryn Company P. O. Box 216 So. Laguna, California 92677-0216 Prepared By: Fuscoe, Williams, Lindgren & Short, Inc. 2500 Redhill Avenue, Suite 100 Santa Ana, California 92705 , 4tf c•D 2 No. 36865, r, * Exp. * NI• OF 01\10 By: Steve W. May, P.E. c TABLE OF CONTENTS Volume II c Pre - Developed, 100 Year Hydrology Computations E APPENDIX I San Sevaine Watershed To Highland Ave. APPENDIX II San Sevaine Watershed To Foothill Blvd. APPENDIX III Etiwanda Watershed To Highland Ave. APPENDIX IV Etiwanda Watershed To Foothill Blvd. APPENDIX V Etiwanda / San Sevaine Watersheds To Downstream Of Foothill Blvd. APPENDIX VI Etiwanda / San Sevaine Watersheds To Jurupa Basin c c t c c c c 0 401 '01. . 41 42 IN 00 NW 2 - A 43.1 ** ... 0 B 3 0 wil ® 42 F tad 1 C ** _ 6/41.2 �. 0 ( 404 43.2 44 WWI NW 0 ® D ' 0 HAWKER CRAWFORD Kw . 0 I SPLI FLOW ... 0 E 4.4 7 0 0 0 3 o+ - 6 .2 MN � 8 9 10 1 a .. 0 0 0 .. d. 8.1 Gap® 0 LEGEND: ala ADD SUB -AREA SAN SEVAINE BASIN aim 4 RICH BASIN HYDROGRAPH - N O. 2 .. 2O NODE © SAANSEVAINE BASIN © JURUPA BASIN ... E r ' SAN SEVAINE BASIN * p -- , SAN SEVAINE BASIN No A RESERVOIR /BASIN L= NO. 4 NO. 1 (DEBRIS BASIN) SAN SEVAINE BASIN 44 BASINS 2 &3 COMBINED �. CONVEX CHANNEL NO. 5 FOR ULTIMATE HYDROLOGY ma ROUTING IN FUSCOE 2San Suite ETIWANDA & SAN SEVAINE im (714) 250 1500 � WILLIAMS (714)250-1500 FAX (714) 250 -7420 CREEKS .. RMEN & HYDROLOGY SCHEMATIC DIAGRAM Civil Engineers • Lana Surveyors FIGURE III mor FUSON WILLIAMS UNDGREN & SHORT APPENDIX San Sevaine Watershed To Highland Ave. �4*4*4,F4 FLOOD ROUTING ANALYSIS = USING ORANGE/ BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1983-88 Advanced Engineering Software (aes) Ver. 3.0A Release Date: 7/21/88 Serial # 2124 mor Analysis prepared by: Fuscoe, Lindgren & Short m, = �•**** DESCRIPTION OF STUDY ************************** ~� ~ SAN SEVAINE EXISTING HYDROLOGY TO HIGHLAND. * . * 00, ********* FILE NAME: C:\ESS\EXT\SSEXT4.DAT TIME/DATE OF STUDY: 23:39 2/ 4/1989 ******** ~ FLOW PROCESS FROM NO}/E 1.00 TO NODE 1.00 IS CODE = 1 -------- ------------------ --- >> >UNIT-HYDROGRAPH ANALYSIS<<<<< (UNIT-HYDROGRAPH ADDED TO STREAM #1> WATERCOURSE "LAG" TIME = .456 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 18.290 WATERCOURSE LENGTH = 16200.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 8200.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 3520.000 FEET BASIN FACTOR = .040 WATERSHED AREA = 1262.000 ACRES BASEFLOW = .000 CFS/SQUARE VALLEY(DEVELOPED): "S"-CURVE PERCENTA0E(DECIMAL NOTATION) = .000 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .850 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .149 VALLEY(UNDEVELOPED/DESERT) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .293 LOW LOSS FRACTION = .126 *IN *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAA 5-MINUTES RAINFALL(INCH)= .68 SPECIFIED PEAK 30-MINUTES RAINFALL = 1.40 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.86 SPECIFIED PEAK 3-HOUR RAINFALL(INCH; = 4.00 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 6.50 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 16.00 • *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .672 30-MINUTE FACTOR = .678 1-HOUR FACTOR = .680 3-HOUR FACTOR = .943 6-HOUR FACTOR = .972 24-HOUR FACTOR = .983 RUNOFF HYDROGHAPH LISTING LIMITS: = MODEL TiM+(HOURS) FOR BEGINNING OF RESULTS = 15.00 . MODEL TIM-(HOURS) FOR END OF RESULTS = 18.00 = ~= UNIT HYDROGRAPH DETERMINATION w= . INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER M VALUES ORDINATES(CFS) =� 1 1.307 199.514 . 2 4.8/7 544.894 sm 3 10.431 847.671 4 18.518 ~ 1234.195 . 5 29.731 1711.427 6 49.104 2956.648 = 7 60.090 1676.788 8 66.654 1001.738 ~~ 9 71.602 755.203 . 10 75.648 617.529 11 79.021 514.881 ~~ 12 81.880 436.329 13 84.347 376.412 °~ 14 86.493 327.658 ~~ 15 88.320 278.860 16 89.928 245.390 ~= 17 91.341 215.639 18 92.538 182.693 ■ 19 93.529 151.229 °= .: 94.385 130.676 21 95.128 113.351 _. 22 95.727 91.408 23 96.133 61.979 ~~ 24 96.435 46.039 25 96.733 45.575 - 26 97.005 41.462 = 27 97.270 40.480 28 97.516 37.596 - 29 97.747 35.171 30 97.976 34.989 = 31 98.203 34.616 32 98.427 34.137 . 33 Q8.650 34.113 . 34 98.855 31.307 35 98.926 10.859 °� 36 98.997 10.758 37 99.063 10.130 . 38 99. 129 10.019 . 39 99.192 9.567 40 99.247 8.406 VW 41 99.301 8.347 42 99.359 8.761 . 43 99.419 9. 178 so 44 99. 478 9.003 45 99.514 5,529 °= 46 99.541 4.167 47 99.569 4.157 *� 48 99.5 4.158 49 99.623 4.157 - 50 99.650 4.167 . 51 99.678 4.157 52 99.705 4.157 158 53 99.732 4 . 54 99.759 4.157 55 99.786 4.051 = 56 99.802 2.437 57 99.815 1.973 ~� 58 99.823 1.962 *� 59 99.840 1.953 60 99.854 2.030 61 99.867 1.953 62 99.879 1.952 63 99.892 1.953 ~~ 64 99.905 1.953 65 99.918 1.953 ~= 66 99.931 1.952 67 99.943 1.953 ~� 68 99.956 1.953 69 99.969 1.952 70 99.982 1.953 ~~ 71 99.994 1.953 72 100.000 .840 °� TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 204.9244 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1448 3900 _ = = = � mu AIN en W =~ Aow �t. _ ___ = 24-HOUR STORM w RUNOFF HYDROGRAPH ,., _____ _ __== 411/ H IN FIVE-MINUTE INTERVALS(CFS) TIME(HRS) VOLUME(AF) Q(CFS) 0. 575.0 1150.0 1725.0 2300.0 =~ °� 15.083 784.3178 1326.10 . . .V 0 . . 15.167 793.5146 1335.38 . . .V 0 . • wor 15.250 802.7664 1343.36 . . . VO . . 15.333 812.0671 1350.46 . . . VO . . ..0 15.417 821. 3391 1346.29 . . . VQ . . VVA 15.500 830.4547 1323.59 . . . VQ . . 15.583 839.3114 1285.99 . • . QV ~ • ~~ 15.667 847.7881 1230.81 . . .0 V . ~ 15.750 855.7466 1155.57 . . 0 V . • ~~ 15.833 862.7935 1023.21 . . 0 . V . . 15.917 869.5079 974.93 . . 0 . V . . - 16.000 876.3254 989.90 . . 0 . V . . ~° 16.083 883.9161 1102.16 . . Q. V . . 16.167 892.7508 1282.80 . . . 0 V . . ~ 16.250 902.7635 1453.85 . . . VQ . . 16.333 914.2123 1662.36 . . . V 0 . . = 16.417 927.1526 1878.94 . . • V . 0 • ~~ 16.500 942.5838 2240.61 . . . V . 0 . 16.583 954.5833 1742.32 . . . V 0 . ~� 16.667 964.6769 1465.61 . . . QV . . 16.750 974.2141 1384.80 . . . 0 V . . ~~ 16.833 984.0861 1433.40 . . . Q V . • 16.917 994.0513 1446.95 . . . 0 V . • = 17.000 1003.9910 1443.24 . . . 0 V . . - 17.083 1013.8650 1433.68 . . . 0 V . . 17.167 1023.6200 1416.44 . . . 0 V . . ~- 17.250 1033. 1940 1390. 16 . . . 0 ' V . . 17.333 1042.5420 1357.29 . . . 0 V . . -~ 17.417 1051.5710 1310.99 . . . 0 V. . = 17.500 1060.0520 1231.50 . . .0 V. . 17.583 1068.1610 1177.48 . . 0 V. ~ ~~ :7.667 1076.0170 1140.63 . . Q. V. . 17.750 1083.6550 1109.05 . . Q. V. . = 17.833 1091.0770 1077.71 . . 0 . V . 17.917 1098.2820 1046.18 . . 0 . V • .. 18.000 1105.32 1021.79 . . Q . V . AN 4 " . .****************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 401.00 IS CODE = 5 WA ----------------------- ___ ___________________ Am > > > > >MODEL CHANNH- ROUTING BY THE CONVEX METHOD< <<{< ======================,============================________ _______ or ". THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER ~O TO ROUTE THE STREAM 1 INFLOW HYD BY 5-MINUTE INTERVALS(Reference: the National Engineering Handbook, = Hydrology, Chapter 17, page 17-52, 4\ugust,1972, U.S. Department of Com = ASSUMED REGULAR CHANNEL INFORMATION: ~� BASEWIDTH(FT) = 30.00 CHANNEL z = 2.00 ^_ UPSTREAM ELEVATION = 1960. 00 DOWNSTREAM ELEVATION = 1510.00 CHANNEL LENGTH(FT) = 7000.00 MANNINGS FACTOR = .035 . CHANNEL ROUTING COEFFICIENT ESTIMATED: ~_ MAXIMUM INFLOW(CFS) = 2240.61 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 1383.68 = CHANNEL NORMAL VELOCITY FOR 0 = 1383.68 CFS = 17.16 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .910 - ~ MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE UNIT INTEKVALS IS CSTAR = .877 - . CONVEX MElHOD CHANNEL ROUTING RESULTS: . MODEL INFLOW OUTFLOW . TIME (STREAM 1) (STREAM 1) (HF:S) (CFS) (CFS) ~° 15.083 1326.1 1310.9 15.167 1335.4 1322.0 . 15.250 1343.4 1331.8 15.333 1350.5 1340.3 =^ 15.417 1346.3 1347.7 °. 15.500 1323.6 1347.3 15.583 1286.0 1331.2 ~~ 15.667 1230.8 1299.4 15.750 1155.6 1250.7 ~- 15.833 1023.2 1182.9 ,~ 15.917 974.9 1070.3 16.000 989.9 996.7 °~ 16.083 1102.2 987.6 16.167 1282.8 1064.7 - 16.250 1453.9 1218.5 16.333 1662.4 1389.4 - 16.417 1878.9 1585.5 ~ 16.500 2240.6 1797.9 16.583 1742.3 2111.0 - 16.667 1465.6 1891.3 16.750 1384.8 1575.4 - 16.833 1433.4 1425.0 16.917 1447.0 1422.3 17.000 1443.2 1441.1 17.093 1433.7 1443.8 17.167 1416.4 1436.9 - 17.250 1390.2 1422.5 17.333 1357.3 1399.6 -° 17.417 1311.0 1369.3 . 17.500 1231.5 1327.8 17.583 1177.5 1259.9 "� 17.667 1140.6 1198.8 17.750 1109.0 1155.4 . 17.833 1077.7 1121.3 . 17.917 1046.2 1089.6 18.000 1021.8 1058.1 . 18.083 1003.0 1031.3 18.167 981.9 1010.4 . 18.250 961.0 989.8 . 18.333 937.1 968.9 18.417 911.1 946.0 ~= 18.500 878.4 920.8 18.583 854.7 890.4 . 18.667 835.8 864.0 18.750 818.5 843.2 ~ 18.833 801.4 825.1 - 18.917 780.7 807.9 19.000 768.4 788.3 19.083 757.3 773.4 ~~ 19.167 747.3 761.6 19.250 736.8 751.1 = 19.333 726.6 740.7 19.417 717.3 730.5 -. 19.500 708.6 720.9 NO 19.583 700.3 712.0 19.667 691.8 703.4 "ft 19.750 682.6 695.0 19.833 674.7 686.1 OW 19.917 668.2 677.7 . 20.000 662.1 670.7 20.083 656.1 664.4 OW 20.167 650.2 658.4 20.250 644.5 652.5 ma 20.333 639.0 646.7 =° 20.417 633.7 641.1 20.500 628.4 635.7 ~~ 20.583 623.1 630.4 20.667 617.5 625.1 -~ 20.750 612.6 619.6 20.833 608.0 614.5 ~~ 20.917 603.7 609.8 °~ 21.000 599.5 605.4 21.083 595.3 601.1 ~~ 21.167 591.2 596.9 21.250 587.3 592.8 = 21.333 583.5 588.8 _ 21.417 579 584.9 21.500 576.2 581.2 =° 21.583 572.7 577.5 21.667 569.2 574.0 ~~ 21.750 565.9 570.5 21.833 562.6 567.2 = 21.917 559.3 563.8 ~~ 22. 555 560.6 22.083 552.4 557.1 °� 22.167 549.4 553.7 22.250 546.5 550.5 - 22.333 543.6 547.6 = 22.417 540.8 544.7 22.500 538.0 541.8 - 22.583 535.2 539.0 22.667 532.5 536.2 ... 22.750 529.9 533.5 22.833 527.3 530.9 ^0 22.917 524.7 528.3 *a 23.000 522.3 525.7 23.083 519.9 523.2 °is 23.166 517.5 520.8 23.250 515.2 518.4 �M 23.333 512.9 516.0 40 23.416 510.6 513.7 23.500 508.4 511.5 miP 23.583 506.3 509.3 23.666 504.1 507.1 °m 23.750 502.0 504.9 ^e 23.833 500.0 502.8 23.916 497.9 500.8 ~O 24.000 496.0 498.7 OA �+�4 4�4 4�4��4�A ��-�� 4 , 4 , ��4��*�4 4�4, ,��*�4 4 *��*�� ... FLOW PROCESS FRON NODE 401.00 TO NODE 401. 00 IS CODE = 1 ... _-____________________ _________________ >>>>>UNIT-HYDROGRAPH ANALYSIS<<<{< ' ===============================___ ____=====_- . _ _ (UNIT-HYDROGRAPH ADDED TO STREAM 41) = WATERCOURSE "LAG" TIME = .651 HOURS = °= UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 12.811 =" WATERCOURSE LENGTH = 21200.000 FEET is. LENGTH FROM CONCENTRATION POINT TO CENTROID = 10500.000 FEET °. ELEVATION VARIATION ALONG WATERCOURSE = 3690.000 FEET BASIN FACTOR = .045 w. WATERSHED AREA = 2416.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE - VALLEY(DEVELOPED) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 w� FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .600 - MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .050 VALLEY(UN|/EVELOPED/DESERT) : ~. "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .350 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .408 ~° LOW LOSS FRACTION = .251 Mat *HYDROGRAPH MODEL 41 SPECIFIED* - SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .58 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.20 =° SPECIFIED PEAK 1-HOUR RAINFALL( INCH) = 1.57 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 3.14 ~° SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.57 °- SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 11.35 ~~ *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .672 "� 30-MINUlE FACTOR = .678 ~_ 1-HOUR FACTOR = .680 3-HOUR FACTOR = .943 =~ 6-HOUR FACTOR = .972 24-HOUR FACTOR = .983 _ .., RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 °° MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 = ================================__ = ____ .. UNIT HYDROGRAPH DETERMINATION = ----------------- __ ________ A. INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) w. ___________________ ____ ___________________________ = 1 .946 276.363 2 3.135 639.623 =e 3 6.353 940.331 4 10.747 1283.879 ~U 5 16.409 1654.276 or 6 23.54G 2085.984 7 32.242 2540.167 °= 8 45.359 3832.585 9 55.292 2902.405 = 10 61.351 1770.325 11 65.955 1345.156 - 12 69.778 1117.110 =. 13 72.802 883.581 14 75.515 792.635 15 77.792 665.323 - ~~ 16 79.924 622.826 17 81.729 527.347 = 18 83.423 495.142 19 84.906 433.168 . 20 86.314 411.469 wit 21 87.536 356.954 22 88.696 339.054 . 23 89.707 295.335 24 90.665 279.817 MI 25 91.485 239.790 ~m 26 92.264 227.605 27 92.950 200.228 . 28 93.594 188.284 29 94.139 159.325 . 30 94.653 150.043 . 31 95.102 131.297 32 95.493 114.121 . 33 95.760 78.089 34 96.023 76.753 . 35 96.285 76.713 36 96.538 73.909 . 37 96.775 69.272 == 38 97.012 69.230 39 97.249 69.281 . 40 97.453 59.437 41 97.634 53.033 . 42 97.816 53.033 . 43 97.997 53.055 44 98.168 49.831 . 45 98.330 47.444 46 98.493 47.419 . 47 98.655 47.341 527 48 98.804 43.527 = 49 98.945 41.465 . 50 99.042 28.088 51 99.120 23.036 == 52 99.186 19.124 53 99.246 17.588 . 54 99.306 17.586 °= r:..15 99.366 17.544 56 99.424 16.993 . 57 99.482 16.839 58 99.540 16.844 . 59 99.598 16.873 60 99.656 17.160 . 61 99.715 17.216 . 62 99.774 17.209 63 99.830 16.217 . 64 99.837 2.093 65 99.843 1.881 =p 66 99,850 1.866 °= 67 99.856 1.870 68 99.862 1.877 *at 69 99.869 1.870 70 99.875 1.870 . 71 99.882 1.873 . 72 99.888 1.870 73 99.894 1.870 . 74 99.901 1.873 75 99.907 1.870 . 76 99.914 1.870 77 99.920 1.879 . 78 99.926 1.864 . 79 99.931 1.433 no 99.934 .883 81 99.93 .883 ^� 82 99.940 .872 83 99.943 .883 84 99.946 .883 85 99.949 .889 86 99.953 .981 = 87 99.956 .892 88 99.959 .889 89 99.962 .892 90 99.965 .889 91 99.968 .892 92 99.971 .892 93 99.974 .889 94 99.977 .892 95 99.980 .892 96 99.983 .889 97 99.986 .892 98 99.989 .892 99 99.992 .889 100 99.995 .892 °= 101 99.999 .892 102 100.000 .432 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 550.9667 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1694.4430 � = �� WAN IMO �. = =w Ran = 24-HOUR STORM . RUNOFF HYDROGRAPH . =====,=============== ============================= . HYDRO8RAPH IN FIVE-MINUTE INTERVALS(CFS) TIME(HRS) VOLUME(AF) Q(CFS) 0. 700.0 1400.0 2100.0 2800.0 AM . 15.083 869. 1692 1350.13 . . QV . . 15.167 878.7429 1390.10 . . QV . . . 15.250 888.5551 1424.72 . . 0 . . 15.333 898.5977 1458.19 . . QV . . .. 15.417 908.7781 1478.20 . . .0 . . . 15.500 919.0051 1484.97 . . .0 . . 15.583 929.1990 1480.16 . . .0 . . . 15.667 939.2902 1465.24 . . 0 V . . 15.750 949.2069 1439.90 . . Q V . . . 15.833 958.8909 1-400.11 . . 0 V . . 15.917 968.3073 1367.26 . . Q. V • . °m 16.000 977.2924 1304.64 . . 0 . V . . . 16.083 "7'80.7211 1369.04 . . Q. V . . 16.167 997.1156 1509.28 . . .0 V ~ . =° 16.250 1008.4660 1648. 13 . . . 0 . . 16.333 1020.9300 1809.79 . . . VQ . . .. 16.417 1034.6090 1986.05 . . . V 0 . . 16.500 1049.6860 2189.28 . . . V .0 . -° 16.583 1066. 1210 2386.38 . . . V . 0 . = 16.667 1084.9200 2729.56 . . . V . Q . 1 1101.4730 2403.50 . . . V . 0 . . 16.833 1115.4340 2027.20 . . . V Q . . 16.917 1128.4390 1888.30 . . . 0 . . = 17.000 1141.3640 1876.66 . . . 0 ~ . - 17.0 1 154. 0410 1840.81 . . . QV . . 17.167 1166.4460 1801.09 . . . Q V . . ~� 17.250 1178.3760 1732.30 . . . Q V ~ . 17.333 1189.8650 1668.19 . . . 0 V . . .. 17.417 1200. 6750 1569.62 . . . 0 V . . . 17.500 1210.7910 1468.84 . . 0 V . . 17.583 1220.0070 1338.23 . . Q. V . . °M4 17.667 1228.0100 1162.04 . . 0 . V . . 17.750 1234.9980 1014.61 . . 0 . V. . . 17.833 1241.3720 925.54 . . Q . Y. . 17.917 1247.2070 847.25 . . 0 . V. . . z8.000 J252.0280 787.06 . .0 . V. . . .0. `.***************+********************************************************* FLOW PROCESS FROM NODE 401.10 TO NODE 401.00 IS CODE = 1 °P __-____ _ ______ . > > > > >UNIT-HYDROGRAPH ANALYSIS< < < << __== Ow (UNIT-HYDROGFAPH ADDED TO STREAM #1) = . WATERCOURSE "LAG" TIME = .637 HOURS . UNIT HYDROGRAFH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 13.082 . WATERCOURSE LENGTH = 7200.000 FEET -~ LENGTH FROM CONCENTRATION POINT TO CENTROID = 3900.000 FEET . ELEVATION VARIATION ALONG WATERCOURSE = 460.000 FEET n4nTw FACTOR = .080 WATERSHED AREA = 354.000 ACRES = BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(UNUEVEiOPED/DESERT> S-GRAPH SELECTED MA WATER LOSS RATE(INCH/HOUR) = .795 LOW LOSS FRACTION = .711 *HYDROGRAPH MODEL #1 SPECIFIED* = SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .41 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .83 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.11 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.16 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.36 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 7.56 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .672 wW 30-MINU1E FACTOR = .678 1-HOUR FACTOR = .680 3-HOUR FACTOR = .943 6-HOUR FACTOR = .972 24-HOUR FACTOR = .983 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME FOR END OF RESULTS = 18.00 = ===================================================_______ _ == UNIT HYDROGRAPH DETERMINATION ~ -------------------------------- ------------------- - INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) - 1 1.134 48.537 3.7 110.935 3 7.842 176.270 4 13.597 246.378 5 21.116 321.904 ~~ 6 29.873 374.909 7 39.222 400.222 8 48.481 396.386 ,_ 9 55.862 316.007 10 61.586 245.079 11 b5.925 185.744 12 69.500 153.068 13 72.258 118.065 14 74.516 96.682 15 76.473 83.767 16 78.316 78.918 17 79.901 67.860 18 81.387 63.616 19 82.701 56.230 20 83.947 53.351 .0 21 85.099 49.327 22 86.150 44.999 23 87.052 40.308 24 87.945 ' 36.530 25 88.730 33.603 26 89.515 33.603 27 90.293 33.334 28 90.929 27.198 29 91.504 24.641 30 92.080 24.641 31 92.642 24.046 32 93.086 19.042 33 93. 5 17.917 ~~ 34 93.923 17.923 35 94.338 17.731 36 94.732 16.875 37 95.124 16.811 38 95.517 16.792 = 39 95.878 15.456 40 96.168 12.426 41 96.456 12.311 42 96.743 12.324 43 97.007 11.288 °= 44 97.243 10.086 45 97.478 10.087 46 97.713 10.061 47 97.916 8.680 48 98.099 7.836 49 98.282 7.837 50 98.463 7.734 51 98.606 6.136 52 98.737 5.599 w� 53 98.868 5.599 54 98.998 5.599 ~~ 55 99.129 5.599 56 99.260 5.599 57 99.391 5.599 58 99.522 5.599 59 99.652 5.599 = 60 99.783 5.599 61 99.914 5.599 62 100.000 3.682 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 152.0471 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 67.1469 = .m• 11, msa = 4110 ~• =~ ============ ========================________ 24-HOUR STORM m= RUNOFF HYDROGRAPH . . HIDROSRAPH IN FIVE-MINUTE INTERVALS(CFS) . . TIME(HRS) VOLUME(AF) Q(CFS) 0. 50.0 100.0 150.0 200.0 . 15.083 31.7803 58.51 . .0 V . . . 15.167 32.1884 59.27 . .0 V. . . mw 15.250 32.6016 59.99 . .0 V. . . 15.333 33.0196 60.70 . . 0 V. . . MR 15.417 33.4396 60.98 . . 0 V. . . m 15.500 33.8581 60.76 . . 0 V . • 15.583 34.2715 60.03 . . 0 V . • =m 15.667 34.6766 58.82 . .0 V . • 15.750 35.0701 57.14 . .0 V • . . 15.833 35.4507 55.27 . .Q .V . . 15.917 35.8206 53.71 . 0 .V . • "� J6.000 36.1864 53.12 . 0 .V . . uo 16.083 36.6212 63.13 . . Q ^V . ^ 16.167 37.1499 76.76 . . 0 . V . . . 16.250 37.7797 91.45 . . 0 . V . • 16.333 38.5160 106.91 . . .QV . . = l6.417 39.3641 123.15 . . . VO . . ~ 16.G00 40.2905 134.51 . . . V 0 . . 16.583 41.2521 139.62 . . . V 0 . • . 16.667 42 138.08 . . . V 0 . . 16.750 43.0428 121.93 . . . QV . . . 16.833 43.7864 107.98 . . .0 V . . 16.917 44.4537 96.89 . . Q. V ~ . ~- 17. 45.0824 91.29 . . Q . V ~ . ~~ 17.083 45.6672 84.91 . . 0 . V . . 17.167 46.2232 80.73 . . 0 . V . . = 17.250 46.7586 77.74 . . 0 . V . . 17.333 47.2813 75.89 . . 0 . V . . ~ 17.417 47.7800 72.42 . . 0 . V . . ^~ 17.500 48.2614 69.90 . . 0 . V . . 17.583 48.7202 66.61 . . 0 . V. . ~= 17.667 49.1624 64.20 . . 0 . V. . 17.750 49.5879 61.79 . . 0 . V. . °- 17.833 49.9980 59.54 . .0 . V. . 17.917 50.3933 57.40 . .0 . V . . 18.000 50.7764 55.62 . .0 . V . �l `° -°********************** **************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE .42 IS CODE = 3 Aft ________________________________ __________________ m > > > > >MODEL FLOW-THROUGH DETENTION BASIN ROUTING< < < { < ======================,===___ __===== ======_____'. Ai °� ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 . THROUSH A FLOW-THROUGH DETENTION BASIN USING FIVc-MINUTE UNIT INTERVALS: . SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF> = 62.000 . SPECIFIED DEAD STORAGE(AE) FILLED = 62.000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 = = BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: - INTERVAL DEPTH OUTFLOW STORAGE N0118ER (FT) (CFS) (AF) =~ 1 .00 .00 .000 2 1.17 100.00 18.000 ~~ 3 1.89 500.00 27.000 =m 4 2.47 1000.00 35.000 5 3.37 2000.00 49.000 =1 6 4.09 3000.00 60.000 7 4.72 4000.00 70.000 . 8 5.28 5000.00 80.000 _~ 9 5.79 6000.00 86.000 10 6.23 7000.00 92.000 °- 11 6.62 8000.00 98.000 12 6.69 9000.00 104.000 ~~ 13 7.22 10000.00 110.000 = - INFLOW ~~ (STREAM 1) | | °= | V effective depth ~~ --- --- | (and volume) � | | � ~~ � | | . . . . V. . . . . . . . | detention |<-->| outflow - | basin | | . . . . . . . . . = ----------- | ^ | \ | | stor : basin outlet ~- V _________ OUTFLOW . (STREAM 1) ~ BASIN ROUTING MODEL RESULTS (5-MINUTE INTERVALS) : - . TIME DEAD-STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) .. - - _ ____ _________ 15.033 62.000 2719.5 3.83 2594.3 55.969 = 15.167 62.000 2771.4 3.87 2666.4 56.692 15.250 62.000 2816.5 3.91 2727.2 57.307 = 15.333 62.000 2859.2 3.95 2780.0 57.852 . 15.417 62.000 2886.9 3.98 2824.3 58.283 15.500 62.000 2893.1 3.99 2855.6 58.541 =, 15.593 62.000 2871.4 A.00 2868.3 59.562 15.667 62.000 2823.4 3.98 2858.4 58.322 AI 15.750 62.000 2747.7 3.95 2823.7 57.799 15.833 62.000 2644.3 3.89 2762.8 56.983 . 15.917 62.000 2491.3 3.81 2669.8 55.753 . 16.0)0 62.000 2354.4 7.7' '55'.1 54.392 16.083 62.000 2419.8 3.70 2473.4 54.023 . 16. 167 62. 000 2650.9 3.77 2502.9 55.041 16.250 62.000 2958.0 3.91 2646.7 57.186 4111 16.333 62. 000 3306.1 4.10 2878.6 60.130 . 16.417 62. 000 3694.7 4.32 3187.6 63.6:2 16.500 62.000 4121.7 4.56 3556.8 67.513 . 16. 583 62.000 4637.0 4.83 3978.2 72.050 16.667 62.000 4758.9 4.99 4346.9 74.888 ,� 16. 750 62. 000 4100.8 4.88 4389.4 72.900 . 16.833 62.000 3560.2 4.67 4103. 1 69.161 16.917 62.000 3407.4 4.50 3785.8 66.555 N 17.000 62.000 3409.1 4.42 3592.4 65.293 17.083 62.000 3369.0 4.37 3488.3 64.474 17.167 62.000 3318.7 4.33 3414.4 63.815 17. 62.000 3232.6 4.29 3343.3 63.052 17.333 62.000 3143.7 4.23 3263.8 62.225 17.417 62.000 3011.4 4.16 3168.4 61.143 17.500 62'000 2866.5 4.08 3051.3 59.871 17.583 62.000 2664.7 3.97 2911.1 58.174 17.667 62.000 2425.1 3.83 2736.5 56.029 17.750 62.000 2231.8 3.69 2541.9 53.893 17.833 62.000 2106.4 3.57 2364.2 52.118 17.917 62.000 1994.2 3.47 2214.5 50.601 18.000 62.000 1900.8 3.39 2087.2 49.317 18.083 62.000 1822.3 3.32 1985.6 48.193 18.167 62.000 1769.8 3.26 1908.3 47.239 18.250 62.000 1724.6 3.20 1844.7 46.412 18.333 62.000 1691.8 3.16 1790.8 45.730 18.417 62.000 1664.9 3.12 1746.4 45.169 18.500 62.000 1653.0 3.10 1711.9 44.764 18.583 62.000 1645.5 3.08 1687.2 44.477 18.667 62.000 1671.9 3.08 1675.9 44.449 18.750 62.000 1682.4 3.09 1676.4 44.490 18.833 62.000 1682.6 3.08 1678.8 44.516 18.917 62.000 1677.0 3.08 1679.2 44.501 19.000 62.000 1663.8 3.08 1675.7 44.419 19.083 62.000 1650.9 3.07 1668.5 44.298 19.167 62.000 1641.0 3.06 1659.6 44.170 19.250 62.000 1630.6 3.05 1650.2 44.035 19.333 62.000 1616.4 3.04 1639.6 43.875 19.417 62.000 1603.5 3.03 1627.9 43.707 19.500 62.000 . 1593.7 3.02 1616.3 43.551 19.583 62.000 1584.2 3.01 1605.5 43.404 19.667 62.000 1574.4 3.00 1595.2 43.261 19.750 62.000 1565.5 2.99 1585.2 43.125 19.833 62.000 1556.6 2.98 1575.7 42.994 19.917 62.000 1546.9 2.98 1566.2 42.861 ~~.°+******************************************************m**************** FLOW PROCESS FROM NODE .42 TO NODE .43 IS CODE = 3 ,,:,MODEL FLOW-THROUGH DETENTION BASIN ROUTING<<<<< ====____ = ===___ _ ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = 38.300 SPECIFIED DEAD STORAGE(AF) FILLED = 38.300 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 2 .75 100.00 3.700 1 3 1.58 500.00 11.700 / / 4 2.19 1000.00 17.700 5 3.12 2000.00 25.700 6 3.88 3000.00 33.700 7 4.55 4000.00 39.700 8 5.15 5000.00 45'700 9 5.70 6000.00 50.700 - 10 6.14 7000.00 54.700 11 6.45 8000.00 58.700 -^ 12 6.70 9000.00 61.700 13 6.93 10000.00 63.700 - too °~ INFLOW (STREAM 1) . | ~~ | =~ V __effective depth ----------- | (and volume) °� � | � � ~� | | | V | detention |<-->| outflow ~~ | basin | � . . . . . . . . . . _ | A i \ ~� | : storage | basin outlet V _________ - OUTFLOW =~ (STREAM 1) ~~ ~~ BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS) : ~ TIME DEAD-STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE =~ 'HRS.) FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) _�� -~ 15.C83 38.300 2594.3 3.52 2473.9 29.906 15.167 38.300 2666.4 3.58 2568.0 30.583 ~~ 15.250 38.300 2727.2 3.64 2645.5 31.146 _ 15.333 38.300 2780.0 3.68 2710.6 31.623 15.417 38.300 2824.3 3.72 2765.7 32.027 4 "° 15.500 38.300 2855.6 3.75 2810.4 32.339 15.583 38.300 2868.3 3.77 2841.4 32.524 ~° 15.667 38.300 2858.4 3.77 2854.6 32.550 == 15.750 38.300 2823.7 3.76 2846.4 32.393 15.833 38.300 2762.8 3.72 2814.4 32.038 . 15.917 38.300 2669.8 3.67 2755.4 31.448 16.000 38.300 2552.1 3.59 2668.4 30.647 = 16.083 38.300 2473.4 3.52 2574.7 29.949 16.167 38.300 2502.9 3.51 2522.6 29.813 . 16.250 38.300 2646.7 3.57 2554.0 30.451 . 16'333 38.300 2878.6 3.70 2679.6 31.822 16.417 38.300 3187.6 3.90 2894.4 33.841 ^= 16.500 38.300 3556.8 4.16 3218.0 36.174 16.583 38.300 3978.2 4.43 3618.7 38.650 44111 16.667 38.300 4346.9 4.67 4015.3 40.934 ~= 16.750 38.300 4389.4 4.75 4272.6 41.738 16.833 38.300 4103.1 4.65 4253.4 40.703 mi 16.917 38.300 3785.8 4.48 4028.1 39.034 17.000 38.300 3592.4 4.33 3780.9 37.736 . 17.083 38.300 3488.3 4.24 3605.5 36.929 mg 17.167 38.300 3414.4 4.18 3493.1 36.388 17.250 38.300 3343.3 4.13 3409.8 35.930 .. 17.333 38.300 3263.8 4.08 3332.3 35.458 17.417 38.300 3168.4 4.02 3247.6 34.913 4. 17.500 38.300 3051.3 3.94 3147.1 34.253 17.583 38.300 2911.1 3.85 3029.6 33.437 . 17.667 38.300 2736.5 3.75 2897.7 32.326 = 17.750 38.300 2541.9 3.62 2742.1 30.948 17.833 38.300 2364.2 3.49 2568.1 29.543 17.917 38.300 2214.5 3.36 2400.3 28.263 ~~ 18.000 38.300 2087.2 3.26 2250.2 27.140 18.083 38.300 1985.6 3.17 2121.5 26.204 - 18.167 38.300 1908.3 3.09 2016.4 25.459 18.250 38.300 1844.7 3.02 1932.2 24.856 - 18.333 38.300 1790.8 2.96 1863.3 24.357 18.417 38.300 1746.4 2.92 1806.3 23.944 18.500 38.300 1711.9 2.88 1759.9 23.614 "� 18.583 38.300 1687.2 2.95 1723.5 23.363 18.667 38.300 1675.9 2.83 1698.3 23.209 =* 18.750 38.300 1676.4 2.82 1685.0 23.150 ~~ 18.833 38.300 1678.8 2.82 1680.5 23.138 18.917 38.300 1679.2 2.82 1679.6 23.135 °= 19.000 38.300 1675.7 2.82 1678.3 23.118 19.083 38.300 1668.5 2.81 1674.6 23.076 - 19'167 38.300 1659.6 2.81 1668.2 23.016 = 19.250 38.300 1650.2 2.80 1660.2 22.947 19.333 38.300 1639.6 2.79 1651.0 22.869 - 19.417 38.300 1627.9 2.78 1640.6 22.781 19.500 38.300 1616.3 2.77 1629.5 22.691 °= 19.583 38.300 1605.5 2.76 1618.3 22.602 19.667 38.300 1595.2 2.75 1607.5 22.517 - 19.750 38.300 1585.2 2.74 1597.1 22.436 = 19.833 38.300 1575.7 2.73 1587.1 22.357 19.917 38.300 1566.2 2.72 1577.4 22.281 - ~~ *-**************************************************************** °~ FLOW PROCESS FROM NOl/E 42.00 TO NODE 41.00 IS CODE = 1 . i > > > >UNIT-HYDROGRAPH ANALYSIS( M‹ < << _ (UNIT-HYDROGRAPH ADDED TO STREAM #2) ~~ ~_ WATERCOURSE "LAG" TIME = .691 HOURS = UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 12.065 ~~ =~ WATERCOURSE LENGTH = 19400.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 11100.000 FEET ~~ ELEVATION VARIATION ALONG WATERCOURSE = 1240.000 FEET BASIN FACTOR = .040 = WATERSHED AREA = 1110.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE ~4. VALLEY(DEVELOPED) : HIV "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .400 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .590 `� MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .010 VALLEY(UNDEVELOPED/DESERT): *kw '^S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .656 = LOW LOSS FRACTION = .513 40 *HYDROGRAPH MODEL #1 SPECIFIED* =" SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .45 mi r SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .93 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.25 .� SPECIFIED PEAK 3-HOUR RAINFALL( INCH) = 2.50 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.85 me SPECIFIED PEAK 24-HOUR RAINFALL (INCH)= 9.42 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: ~~ 5-MINUTE FACTOR = .672 30-MINUTE FACTOR = .478 _ . .. . . . .17199 G179'66 617 2199 G6G'66 817 0Z9'9 917G L tt9'9 L617 917 81799 L1Tt'66 Gt Gt9'9 86266 tt 0999 8t266 Et LLG'6 66Z."66 Zt ETZ'OT LZZ TV 98T'OT IGT 017 Z6Z'OT GL0'66 6E G89'IT 66686 82 OET'ZT Z16 LE ST .1 T8 86 9E GZ2 TEL GE 890'ZZ 62986 tE 829'L2 GL17'86 22 6ZZ'17E 69Z ZE £9062 t1086 12 ETO'Et E3L 02 . 8089G ZO17*L6 6Z G9L 6L696 8. 179E 68t96 LZ 881'08 GE6*G6 9Z 0GL 822"G6 r7. ..=.- TGL't6 699 tZ t96 29626 23 - GZ2 Z8T ZZ 800'.7.21 ZG2 TZ Z8L 69216 OZ. 010 - LZ1'06 6T LZ6 170L"88 81 686 (IGO LT OT8"LTE G96'178 91 G6t L6G"Z8 GT E6E*G9t 017L'6L 171 t86'OLG 17LZ.'9L. ET 6017'GZL OZO'ZL ZT Z01'1788 91999 TT 009L11 02009 01 09T'LZ8T 1291G 6 Ltt'Ltti 61082 8 T6E"000T LEZ L 8tt'£28 G8L'61 9 09Z 9LS'ET r = LT2'60S 9098 17 GTO 01817 c..-- T9E'ZZZ 962Z TZ£'66 OtL 1 (SA3)S3IVNIGO swilim WAN 331.1rIN Heola90)3OAH imn Hdtd89 .S“ 1VAHBINI NOIIVNIWA313a Hdld>J90813AH imn - - - • ______ 0081 = sl1ns38 AO ma Wid (SW101-1)74411 13GOW 00'21 = s11ns38 AO 9NINNI933 Wid cainoH)Awil 13aow :siiwii 9NIISI1 HdV)d9OWIAH AAON118 £86 = :JOI3VA uloH-tz ZL6' = W313VA ffloH-9 Et6' = WI3VA )JnoH-2 089' = &JIM/A W10H-T . . . 50 99.694 6.612 -~ 51 99.743 6.568 52 99.792 6.550 = 5� 99.840 6.549 '_ 54 99.889 6.550 55 99.935 6.121 . 56 99.938 .389 57 99.941 .388 ^. 58 99.943 .389 59 99.946 .357 . 60 99.949 .324 -.. 61 99.951 .325 62 99.953 .324 . 63 99.956 .335 64 99.959 .356 . 65 99.961 .356 . 66 99.964 .355 67 99.966 .310 "� 68 99.967 .171 69 99.969 .162 . 0 99.970 .162 71 99.971 .162 . 72 99.972 .163 AV 73 99.973 .162 74 99.975 .162 ~° 75 99.976 .162 76 99.977 .162 = 77 99.978 .162 _° 78 99.980 .163 79 99.991 .162 °� 80 99.982 .161 81 99.983 .163 - 82 99.984 .161 83 99.986 .163 = 84 99.986 .110 .~ 85 99.987 .077 86 99.987 .075 =~ 87 99.988 .077 88 99.989 .076 ~- 89 99.989 .077 taw 90 99.990 .075 91 99.990 .085 - 92 99.991 .075 93 99.991 .075 °= 94 99.992 .075 95 99.993 .075 °° 96 99.993 .075 o. 97 99.994 .075 98 99.994 .075 ~a 99 99.995 .075 100 99.995 .075 =IP 101 99.996 .075 . 102 99.997 .075 103 99.997 .075 A. 104 99.998 .075 105 99.998 .075 ^= 106 99.999 .075 . 107 99.999 ' .075 108 100.000 .075 . 109 100.000 .020 *a _ - _______ ~~ TOTAL SOIL-LOSS VOLUME (ACRE-FEET) = 430. 1105 ~~ TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 426.2062 _____________________ ____ ______________ _____ ==========================___ ___==__ _ 2 4-HOUR STORM °= RUNOFF HYDROGRAPH � *IN HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) _ ___________________ TIME(HRS) VOLUME(AF) Q(CFS) 0. 200.0 400.0 600.0 800.0 sor ~NM 15.083 216. 17/8 370.91 . . 0 V . . 15.167 218.7723 376.71 . . 0 V . . . 15.250 221.4023 391.87 . . QV . . 15.333 224.0611 :86.50 . . Q.V . . . 15.417 226.7447 389.23 . . Q.V . . *� 15.500 229.4273 389.51 . . Q.V . . 15.583 232.1008 388.20 . . Q.V • • - 15.667 23=1.7457 384.04 . . Q. V . . 15.750 237.3473 377.75 . . 0 . V . . "AO 15.833 239.8932 369.67 . . 0 . V . . 15.917 242.3799 361.06 . . 0 . V . . ~ 16.000 244.7814 348.71 . . Q . V . • . 14.083 247.2198 354.05 . . 0 . V . . 16.167 249.8305 379.08 . . 0 . V . ~ ~~ 16.250 252.6285 406.27 . • 0 V . • 16.333 255.7523 453.58 . . . Q V . . "= 16.417 259. 1884 498.91 . . . Q . • 16.500 262.9733 549.58 . . . V 0 . . - 16.583 267.1360 604.42 . . . V Q . 16.067 272.0226 709.54 . . . V . 0 . 14.750 277.3966 780.29 . . . V . Q. 16.833 281.67/9 621.65 . . . V .0 . 16.917 285.5410 560.92 . . . V 0 . . =° 17.000 289. 1828 528.79 . . . QV . . ~~ 17.083 292.6788 507.62 . . . 0 V . . 17.167 296.0360 487.47 . . . Q V . . -° 17.250 299.2707 469.67 . . • Q V . . 17.333 302.3896 452.87 . . . 0 V . . = 1 7.417 305.4126 438.95 . . .0 V . . °° 17.500 308.2966 418.75 . . Q V . . 17.583 311.0660 402.13 . . 0 V. . . 17.667 313. 7003 382.49 . . Q. V. . 17.750 316.1612 357.32 . . 0 . V. . ^= 17.833 318.5062 340.50 . . Q . V. . 17.917 320.7690 328.56 . . Q . V . -, 18.000 322.9526 317.06 . . 0 . V . tios "= + . *~ **** w ************************ ***** ********************************** FLOW PROCESS FROM NODE 41.00 TO NODE 41.00 IS CODE = 1 "0 _______________________________ ___ _ >>>>UNIT-HYDROGRAPH ANALYSIS<<<<< . __==========___ _ __ Mg (UNIT-HYDROGRAPH ADDED TO STREAM #2) . .. WATERCOURSE "LAG" TIME = .451 HOURS ~= UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTEKVAL PERCENTAGE OF LAG-TIME = 18.476 . WATERCOURSE LENGTH = 14400.000 FEET . LENGTH FROM CONCENTRATION POINT TO CENTROID = 7000.000 FEET = ELEVATION VARIATION ALONG WATERCOURSE = 1900.000 FEET BASIN FACTOR = .040 WATERSHED AREA = 899.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): = "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .800 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY/UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .200 = MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .381 LOW LOSS FRACTION = .230 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .52 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.06 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.41 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.82 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 4.38 = SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 10.90 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINU1E FACTOR = .672 30-MINUTE FACTOR = .678 1-HOUR FACTOR = .680 �_ 3 FACTOR = .943 6-HOUR FACTOR = .972 24-HOUR FACTOR = .983 RUNOFF HYDROERAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 ~~ MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION ___ ___________ INTERVAL `'S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) --- --------------------- - - 1.277 138.871 ~~ 2 4.776 380.382 3 10.197 589.345 4 18.167 866.615 30.155 1303.270 ~= 6 50. 11 1 2169.720 7 61.166 1201.977 67.981 740.871 4111 9 73.034 549.413 10 77.098 441.824 11 80.448 364.271 12 83.256 305.314 13 85.683 263.871 14 87.790 228.995 15 89.588 195.521 16 91.152 170.050 17 92.519 148.606 = 18 93.675 125.649 1; 94.647 105.696 =* 20 95.480 90.545 21 96.189 77.175 22 96.756 61.655 ago 23 97.111 38.587 24 97.407 32.131 25 97.695 31.314 26 97.956 28.381 27 98.214 28.101 28 98.435 23.925 29 98.638 22.118 30 98.841 22.076 31 99.034 20.983 32 99.223 20.508 � 33 99.409 20.288 ~= 34 99.585 19.078 35 99.665 8.712 ~° 36 99.712 5.085 37 99.749 4.045 = 38 99.786 4.013 39 99.823 4.023 40 99.860 4.013 41 99.897 4.014 42 99.933 4.013 43 99.970 4.014 44 100.000 3.222 - ------------------------ ---- ------ ~~ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 180.9807 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 621.4083 = = ~~ ~~ mw � ____=________ 24-HOUR STORM °w RUNOFF HYDROGRAPH ~~ . HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) . TIME(HRS> VOLUME(AF) Q(CFS) 0. 300.0 600.0 900.0 1200.0 . . 15.083 332.7251 560.01 . . 0 .V . . 15.167 336.6241 566.13 . . Q .V . . . 15.250 340.5620 571.78 . . Q.V • • 15.333 344.5380 577.32 . . Q. V • . ~M 15.417 348.5208 578.30 . . Q. V • • . 15.500 352.4597 571.94 . • Q. V • . 15.583 356.3137 559.60 . . 0 . V . . °� 15.667 360.0333 540.08 . . 0 . V . • 15.750 363.5388 509.00 . . Q . V . • *= 15.833 366.6708 454.77 . . 0 . V . • 15.917 369.6856 437.75 . . Q . V . . = 16.000 372.7681 447.58 . . 0 . V . . air I16.083 376.2563 506.49 . . 0 . V . . 16.167 380.3891 600.08 . . Q V . . ~~ 10.250 385.1395 689.76 . . . Q V . . 16.333 390.6711 803.20 . . • VQ . • ~- 16.417 397.1596 942.12 . . . V .0 . ~. 16.500 404.9649 1133.32 . . . V . 0 . 1 410.8347 852.30 . . . V 0 . • =~ 16.667 415.7034 706.93 . . . 0 V . • 16.750 420.2169 655.36 . . .0 V . . ^. 16.833 424.7894 663.93 . . . 0 V . . 16.917 429.3274 658.91 . . .Q V . . = 17.000 433.7972 649.03 . . .Q V . . . 17.083 438.1943 638.45 . . .0 V . . 17.167 442.4967 624.71 . . Q V . . - 17. 446.6820 607.70 . . 0 V . . 7.333 450.7295 587.70 . . Q. V. . ~~ 17.417 454.5936 561.36 . . 0 . V. . ^~ 17.500 459.1851 521.18 . . 0 . V. . 17.583 461.5873 494.01 . . 0 . V. . ~~ 17.667 464.8521 474.04 . . 0 . V. . 17.7 467.9980 456.78 . . 0 . V . =~ 17.833 471.0294 440.17 . . 0 . v . 17.917 473.9443 423.23 . . Q . V . =" 18.000 476.7804 411.81 . . Q . V . AV �" ~w*************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 41.10 IS CODE = 5 . ______________-___ . >)) CHANNEL ROUTING BY THE CONVEX METHOD( <<(< _ . . THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER . TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5-MINUTE INTERVALS(Reference: the National Engineering Handbook, . Hydrology Chapter 17, page 17-52, August, 1972, U.S. Department of Commerce). . ASSUMED REGULAR CHANNEL INFORMATION: -" BASEWIDTH(FT) = 20.00 CHANNEL Z = 2.00 =~ UPSTREAM ELEVATION = 1710.00 DOWNSTREAM ELEVATION = 1600.00 CHANNEL LENGTH(FT) = 3700.00 MANNINGS FACTOR = .035 "= CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 1682.90 -° AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 1073.55 . CHANNEL NORMAL VELOCITY FOR 0 = 1073.55 CFS = 13.11 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .885 - MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE . UNIT INTERVALS IS CSTAR = .914 ~~ w� CONVEX METHOD CHANNEL ROUTING RESULTS: °° MODEL INFLOW OUTFLOW TIME (STREAM 2) (STREAM 2) . (HRS) (CFS) (CFS) =* 15.083 930.9 918.6 15.167 942.8 931.7 ~6,8 15.250 953.7 943.5 15.333 963.8 954.3 - 15.417 9 67.5 963.6 = 15.500 961.5 966.3 15.583 947.8 959.8 -- 15.667 9 24.1 945.2 15.750 886.7 920.2 . 15.833 624.4 880.1 15.917 798.8 825.3 ' . 16.030 796.3 800.7 = 16.083 860.5 806.5 16.167 979.2 874.0 -~ 16.250 1096.0 988.0 16.333 1256.8 1111.3 "4 16.417 1441.0 1272.5 - 16.500 1682.9 1463.5 16.593 1456.7 1629.5 . 16.667 1416.5 1465.4 16.750 1435.7 1423.6 - 16.833 1285.6 1411.7 =~ 10.917 1219.8 1286.4 17.000 1177.8 1219.1 _ 17.083 1146.1 1176.5 17.167 1112.2 1143.5 = 17.250 1077.4 1109.5 17.333 1040.6 1074.5 . 17.417 1000.3 1037.3 °. 17.500 939.9 994.3 17.583 896.1 937.9 °= 17.667 856.5 893.7 17.750 814.1 853.2 . 17.833 78(3.7 812.4 17.917 751.8 779.0 ~° 18.000 728.9 750.6 ws 18.083 710.2 727.9 18.167 691.1 708.8 "= 18.250 674.5 690.1 18.333 657.2 673.2 "AW 18.417 641. 1 656.1 . 18.500 624. 639.9 18.583 611.9 624.2 4. 18.667 599.5 611.1 18.750 587.2 598.6 - 18.833 575.4 586.3 . 18.917 561.5 574.2 19.000 552.3 561.2 19.083 544.4 551.8 19.167 537.2 543.9 19.250 529.7 536.6 = 19.333 522.8 529.3 19.417 516.3 522.4 19.500 509.8 515.8 "t* 19.583 503'2 509.3 19.667 497.1 502.8 19.750 490.8 496.7 19.833 485.7 490.6 19.917 480.9 485.4 ~~ 20.000 476.5 480.6 ,,,,*, FLOW PROCESS FROM NODE 43.10 TO NODE 41.10 IS CODE = 1 ----------------------------------------- -- ------ > UNIT-HYDROGRAPH ANALYSIS< << (< ( UNIT-HYDRO8RAPH ADDED TO STREAM #2> WATERCOURSE "LAG" TIME = .452 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTEHVAL PERCENTAGE OF LAG-TIME = 18.452 WATERCOURSE LENGTH = 15500.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 7200.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 2490.000 FEET BASIN FACTOR = .040 WATERSHED AREA = 1111.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE V�LLEY(DEVELOPED): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .650 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .100 VALLEY(UNDEVELOPED/DESERT) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .250 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .423 LOW LOSS FRACTION = .281 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.09 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.38 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.77 °= SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 4.29 SPECIFIED PEAK 24-HOUR RAINFALL(INCH>= 9.79 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .672 30-MINUTE FACTOR = .678 1-HOUR FACTOR = .680 3-HOUR FACTOR = .943 6-HOUR FACTOR = .972 24-HOUR FACTOR = .983 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIMF(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 UNIT HYDROGRAPH DETERMINATION = INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 1.385 186.085 *41 2 5.190 511.288 *W 3 11.294 820.133 4 20.134 1187.690 =" 5 32.031 1598.565 6 50.061 2422.511 . 7 60.419 1391.691 ~° 8 66.927 874.512 9 71.795 653.951 "� 10 75.686 522.810 11 78.908 432.964 "° 12 81.635 366.357 ,W 13 84.004 318.298 14 86.066 277.068 . 15 87.840 238.421 16 89.394 208.754 == 17 90.759 183.425 18 91.922 156.310 - 19 92.924 134.628 ~~ 20 93.789 116.230 21 94.535 100.190 - 22 95.164 84.440 23 95.593 57.766 ~~ 24 95.963 49.597 25 96.325 48.658 26 96.659 44.972 27 96.992 44.656 28 97.283 39.184 29 97.545 35.096 30 97.805 35.012 ~ 31 98.051 33.057 32 98.290 32.096 33 98.526 31.687 - 34 98.742 29.079 35 98.873 17.594 36 98.979 14.229 - _ 37 99.070 12.236 38 99.161 12.132 39 99.247 11.600 40 99.330 11.147 ~~ 41 99.413 11.176 42 99.499 11.540 . 43 99.586 11.639 . 44 99.661 10.173 45 99.681 2.665 . 46 99.700 2.481 47 99.718 2.480 . 48 99.737 2.481 49 99.755 2.475 ~~ 50 99.773 2.486 00 51 99.792 2.475 52 99.810 2.481 "° 53 99.829 2.480 54 99.847 ' 2.475 w� qq 863 2 059 =J.= ^ ^ A111 56 99.871 1.183 57 99. 880 1.173 °. 58 99.889 1.166 59 99.897 1.172 . 60 99.907 1.292 °~ 61 99.916 1.172 62 99.924 1.172 63 99.933 1.173 64 99.942 1.172 65 99.951 1.172 66 99.959 1.172 67 99.968 1.172 68 99.977 1.173 = 69 99.986 1.172 70 99.994 1.172 - 1 100.000 .770 MAI TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 243.6643 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 646.9834 = 4114 LAW _ =~ 000 � "0 "0 �01 � = ===== ______ • 24-HOUR STORM = RUNOFF HYDROGRAPH WM aim HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) = ----------------------- ------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 350.0 700.0 1050.0 1400.0 awe ____ _ .. 15.083 336. 0320 630. 81 . . Q V . . 15.167 340.4240 637.71 . . Q .V . . tau 15.250 344. 8601 644.12 . . 0 .V . • 15.333 349.3392 650.37 . . Q .V . • •� 15.417 253. 8178 650.29 . • 0 .V . • *20 15.500 358.2240 639.77 . . O . V . • 15.583 362.4926 619.80 . . 0 . V . . _ 15.667 366.5523 589.47 . . Q . V . • 1 5.750 370.3314 548.72 . . Q . V . • °� 15.833 373. 6814 486.42 . . 0 . V . • 15.917 376.8963 466.81 . . 0 . V . • - 16.000 380.2022 480.01 . . 0 . V . • •~ L6.083 384.0P9 565.80 . . 0 . V . . 16.167 388.9516 704.61 . . 0 V . . -~ 16.250 394. 7166 837.09 . . . QV . . i6.333 401.4953 984.26 . . . V 0 . . °~ 16.417 409.2488 1125.82 . . . V . 0 . _~ 16.500 418. 4181 1331.37 . . . V . 0 . 16.583 425.2714 995.10 . . . V 0 . . -° 16.667 430.9u22 817.59 . . . 0 V . . 16.750 436.1083 755.93 . . .0 V . . -~ 16.833 441. 3517 761.34 . . .0 V . . 16.917 446.5496 754.75 . . .Q V . . = 17.000 451.6696 743.42 . . .0 V . . 17.083 456.7037 730.96 . . 0 V . . 17.167 461.6210 714.00 . . 0 V . . =- 17.250 46 692.67 . . Q. V . . 17.333 470.9896 667.64 . . Q. V. . - 17.417 475.3759 636. . . 0 . V. . = 17.500 479.4617 593.25 . . 0 . V. . 17.583 483.3408 563.24 . . 0 . V. . ~~ 17.667 487.0634 540.51 . . 0 . V . 17.750 490.6510 520.92 . . 0 . V . - 17.833 494.1129 502.67 . . 0 . V . � 7.917 497.4392 482.98 . . 0 . V . =" 1-.000 500. 6759 469.97 . . Q . V . wo 'Is ^ FLOW PROCESS FROM NODE 41.10 TO NODE 41.20 IS CODE = 3 is ___ ---- _______________'_____ ________________ _ ______ )>> >)MODEL FLOW-THROUGH DETENTION BASIN ROUTING((((( ,,, ====================================== === _ _ ais =" ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 2 taw THROUGH A FLOW-THROUGH DETENTION BASIN USING FIVE-MINUTE UNIT INTERVALS: ^• SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = 1.650 = SPECIFIED DEAD STORAGE(AF) FILLED = 1.650 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 _ 1 - BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: . • . . . 00S'9 9•6Z81 S8"7., 77081 0S51 OSIT'LI 6299 g";:788I 16': S'LS8I OS9"1 L9T'LT 1989 2"SE61 L6"7: S'L061 0g91 ESO'LT SGO'L t"2007". 2:02 g961 029 000 LEE'L 1 01 1 0g9"1 L16"91 86L"L T'LLTZ EZ 0 0S9 E2891 LZ8'L 9 tZ".2 S'6LTZ 0291 0SL'91 90Z'S 9"Lgt;T: tE 0"E872: 0S9'I L99°91 80t6 080L7 99 9"tZ9Z OS9 ESS E86 22"16.SZ 478"E 6°t6LZ 0S9 00g°91 18g8 8"EtZZ tt'E E'86EZ 0S9 L1t'91 LIS'L 1'0961 !1 '2 9"S60Z 0S9'T EEE'91 tag"? T'EOLT 88"7. T'SZSI 0g9'1 0=91 ttL'q E'9Lt1 09 9°8L!1 0g9"1 L9T'91 620'S L'9ZEI 92'7. E'ZLET 029'1 E80 SZL't Z 9Z L'OSZT 029 000'91 E9L't e•ez.72T LT.."C: T":7.6ZT 0g9"T L16'ST 910'S £'LItI 92' g"99E1 0S9 EES'ST S9E'S S'TOST Lt'ZT. 6'89t1 0g9"1 OGL 62.g'S 6"9SS1 Sg'27 L'VESI 0g9'T L99'ST EtL'S L*Z6SI 09 9'6LS1 0g9 E8S"g1 EE8'2 6'6091 E9'2'. 0'9091 OS9'I 00g"G1 098'S t'6091 t9 6'2191 0S9"1 LIt'ST 6Z8"S £"9�T £9"7:. L`tO9T 0S9 EEE ILL'S 9 19 L'LSGT 0291 027 60L'S S 6= t'69S1 0S9"1 L9T"21 I1i9'S £'8ES1 9S'a". t'6tS1 029'1 E80'S1 (Av)314n1cm (2.A0) (1J)H1d312 (S.10) (dV)031 (c(2,-H) 3A113B.AJ3 molaulo 3A1133Ad3 MO1ANI 3SITMOIS-aV3U DAL!. (S1idA)A3INI 3InNIN-s)slins3):1 131301 EmIlnal Nilo:pH (.T. W5312) moldino A 4ail.no uTseq 1 aSe.404s 1 , \ : v , 1 I uTseq moi+4n0 :<_....): uoT4ua4ap A : , (awnioA pue) I Lpdap aAT;nal...i-a n , (T.. 14z, MOlJNI (1 '22 00'07t8 00'8 6 0gg'9Z 00'1629 00".L. 8 OSUOZ. 00'69tS 00'9 L 007"1 00'091t 00"S 9 0S9'01 00'LL6Z 00't rs .:3 OG6 *9 00 '17261 00'2 t 0S6"2 00 '2!.)T 00"Z 2 009"1 00"ZLE 00"T 000 00" 00 1 (dV) (SKI) (1.3) ;TaakinN 39V0.1.2 moiAino H1a30 11,-)A831N1 17.333 1.650 1742.1 2.78 1771.9 6.296 0` 17.417 1.650 1674.2 2.70 1707.8 6.064 17.500 1.650 1587.5 2.61 1630.4 5.768 = 17.583 1.650 1501.1 2.51 1543.8 5.474 17.667 1.650 1434.2 2.43 1467.2 5.247 -~ 17.750 1.650 1374.2 2.36 1403.8 5.042 00 17.833 1.650 1315.0 2.30 1344.3 4.841 17.917 1.650 1262.0 2.24 1288.2 4.661 "~ 18.000 1.650 1220.6 2.19 1241.0 4.520 18.083 1.650 1187.3 2.15 1203.7 4.407 °= 18.167 1.650 1156.6 2.12 1171.8 4.302 ,. 18.250 1.650 1126.5 2.08 1141.4 4.200 18.333 1.650 1096.3 2.05 1111.2 4.097 *0 18.417 1.650 1065.6 2.01 1080.8 3.992 18.500 1.650 1035.0 1.97 1050.2 3.888 . 18.583 1.650 1007.9 1.93 1021.4 3.794 mit 18.667 1.650 985.4 1.90 996.6 3.717 18.750 1.650 964.4 1.87 974.9 3.644 00 18'833 1.650 943.5 1.84 954.0 3.572 18.917 1.650 921.1 1.81 932.3 3.495 00 19.000 1.650 900.9 1.78 911.0 3.425 19.083 1.650 885.6 1.75 893.3 3.372 19.167 1.650 872.7 1.74 879.2 3.328 19.250 1.650 860.2 1.72 866.5 3.285 19'333 1.650 847.9 1.70 854.1 3.242 19.417 1.650 836.5 1.68 842.2 3.203 19.500 1.650 825.6 1.67 831.0 3.165 19.583 1.650 814.7 1.65 820.1 3.128 _ 19.667 1.650 803.3 1.63 809.0 3.089 19.750 1.650 791.0 1.62 797.2 3.046 ~- 19.833 1.650 781.1 1.60 786.1 3.012 19.917 1.650 772.7 1.59 776.9 2.983 ~- b************************************************************************** _ =LOW PROCESS FROM NODE 41.20 TO NODE 43.00 IS CODE = 5 - } CHANN[L ROUTING BY THE CONVEX METHOD(<<<< ____===____ ____ _____=__ ____ THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5-MINUTE INTERVALS(Reference: the National Engineering Handbook, `~ Hydrology, Chapter 17, page 17-52, August , 1972, U.3. Department of Commerce) . 0.0 m° ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 20.00 CHANNEL Z = 2.00 °. UPSTREAM ELEVATION = 1590.00 DOWNSTRFAM ELEVATION = 1530.00 mo CHANNEL LENGTH (FT) = 3L MANNINGS FACTOR = .035 .. ~di CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 2707.98 . AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 1761.14 00 CHANNEL NORMAL VELOCITY FOR 0 = 1761.14 CFS = 13.:e FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .887 .0 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE 00 UNIT INTERVALS IS CSTAR = .945 0. =m CONVEX METHOD CHANNEL ROUTING RESULTS: MODEL INFLOW OUTFLOW - TIME (STREAM 2) (STREAM 2) (HRS) (CFS) (CFS) ~~ 15.083 1538.3 1521.0 15.167 1559.5 1544.0 =° 15.250 1578.6 1564.7 4W 15.333 1596.3 1583.4 15.417 1609.4 1599.7 ~= 15.500 1609.9 1609.0 15.583 1592.7 1604.5 m= 15.667 1556.9 1582.1 . 15.750 1501.5 1540.9 15.833 1417.3 1477.2 . 15.917 1328.8 1392.8 16.000 1286.2 1318.9 . 16.083 1326.7 1300.7 . 16.167 1476.3 1372.3 16.250 1703.1 1541.9 . 16.333 1960.1 1775.0 16.417 2243.8 2039.1 . 16.500 2591.3 2341.7 16.583 2708.0 2614.3 = 16.667 2457.6 2624.1 . 16.750 2234.6 2396.7 16.833 2177.1 2225.5 - 16.917 2108.1 2158.1 17.000 2003.4 2077.9 . 17.083 1935.8 1986.2 _ 17.167 1882.5 1921.8 17.250 1829.6 1868.0 ~~ 17.333 1771.9 1813.5 17.417 1707.8 1754.0 - 17.500 1630.4 1686.1 17.583 1543.8 1606.3 ^^ 17.667 1467.2 1523.2 ‘ 17.750 1403.8 1450.4 17.833 1344.3 1387.7 17.917 1288.2 1329.0 18.000 1241.0 1275.6 18.083 1203.7 1231.2 18.167 1171.8 1195.2 18.250 1141.4 1163.5 18.333 1111.2 1133.1 18.417 1080.8 1102.9 18.500 1050.2 1072.4 18.583 1021.4 1042.4 - 18.667 996.6 1014.8 . 18.750 974.9 990.8 18.833 954.0 969.2 . 18.917 932.3 948.0 19.000 911.0 926.5 . 19.083 893.3 906.3 =, 19.167 879.2 889.5 19.250 866.5 875.7 . 19.333 854.1 863.1 19.417 842.2 850.8 ~° 19.500 831.0 839.2 . 19.583 820.1 828.1 19.667 809.0 817.1 =° 19.750 797.2 805.8 19.833 786.1 794.2 °10 19.917 776.9 783.7 20.000 768.8 774.8 . °= ********************************** FLOW PROCESS FROM NODE 43.20 TO NODE 43.00 IS CODE= 1 >>>>>UNIT-HYDROGRAPH ANALYSIS<<<<< = ================_=====,,-____=_____ - (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERCOURSE "LAG" TIME = .274 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 30.409 = WATERCOURSE LENGTH = 6200.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 4000.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 150.000 FEET BASIN FACTOR = .030 WATERSHED AREA = 119.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(UNDEVELOPED/DESERT) S-GRAPH SELECTED MA WATERSHED LOSS RATE(INCH/HOUR) = .794 LOW LOSS FRACTION = .690 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH) = .42 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .85 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.13 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.33 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.33 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 9.20 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .672 30-MINUTE FACTOR = .678 1-HOUR FACTOR = .680 3-HOUR FACTOR = .943 6-HOUR FACTOR = .972 24-HOUR FACTOR = .983 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 ============= =================______=========_____=________ = UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER M VALUES ORDINATES(CFS) ~° - ___________ 1 2.953 42.504 = 2 13.850 156.823 3 32.821 273.022 4 53.058 291.236 ^� 5 65.648 181.198 6 72.861 103.800 7 77.577 67.873 °* 8 81.258 52.976 9 84.237 42.869 10 86.696 35.389 11 88.658 28.232 = 12 90.424 25.417 13 91.825 20.165 14 93.032 17.378 15 94. 008 14.047 � A 94.940 13.409 17 95.815 12.587 18 96.507 9.968 19 97.126 8.898 20 97.669 7.820 21 98.127 6.596 22 98.529 5.785 = 23 98.842 4.500 24 99.146 4.376 ~" 25 99.450 4.376 26 99.754 4.376 27 100.000 3.539 TOTAL SOIL—LOSS VOLUME(ACRE—FEET) = 60.6058 wow TOTAL STORM RUNOFF VOLUME(ACRE—FEET) = 29.0616 -= ==================== =============_______==___ _ ___ _ ___ _ _ 24-HOUR STORM mg RUNOFF HYDROGRAPH .� = =_____ °Agg H IN FIVE INTERVALS(CFS) mg TIME(HRS) VOLUME(AF) Q(CFS) 0. 22.5 45.0 67.5 90.0 arw _ m 15.083 15.4932 25.52 . .0 .V . . 15.167 15.6705 25.74 . .Q .V . . =m 15.250 15.8492 25.94 . .0 .V . . 15.333 16.0292 26.14 . .0 . V . . •• 15.417 16.2075 25.89 . .0 . V . . mo 15.500 16.3758 24.44 . 0 . V . . 15.583 16.5262 21.84 . Q. . V . • w.. 15.667 16.6588 19.25 . Q . . V . • 15.750 16.7835 18.09 . Q . . V . • °m 15.833 16.9077 18.05 . 0 . . V . • 15.917 17.0375 18.84 . Q . . V . • ..~ 16.000 17. 1810 20.84 . Q. . V . • m 16.083 17. 4032 32.25 . . Q . V • . . 16.167 17.7986 57.42 . . . VO . . . l6.250 18.3548 80.76 . . . V . 0 . 16.333 18.9215 82.29 . . . V . 0 . m 16.417 19.3227 58.25 . . . QV . . 16.500 19.6116 41.96 . . 0 . V . . ,� 16.583 19.85/7 35.73 . . 0 • V . . ~• 16.667 20.0951 34.47 . . 0 . V . . 16.750 20.3253 33.43 . . 0 . V . . ~ 16.833 20.5481 32.35 . . Q . V . . 16^917 20.7624 31.10 . . Q . V . . ~~ 17.000 20.9732 30.62 . . 0 . V . . ~. 17.083 21.1751 29.31 . . Q . V. . 17.167 21.3651 27.59 . . 0 . V. . =° 17.250 21.5361 24.83 . .0 . V. . 17.333 21.6902 22.38 . O. V. . . "� 17.417 21.8321 20.61 . Q. . V . == 17.500 21.9632 19.03 . Q . . V . 1 7.583 22.0872 18.01 . 0 . . v . '~ 17.667 22.2053 17.14 . 0 . . V . 17.750 22.3178 16.34 . 0 . . V . ^- 17.833 22.4236 15.66 . Q . . V . 17.917 22.5287 14.96 . Q . . .V . °.. l8.000 22.6286 14.52 . 0 . . .V . mg ~� ,,**********w********************************************** FLOW PROCESS FROM NODE 44.00 TO NODE 43.00 IS CODE = 1 m __ ------ __ MN > > > >UNIT-HYDROGRAPH ANALYSIS< < < < < _=== Ai (UNIT-HYDROGRAPH ADDED TO STREAM #2> �� mg WATERCOURSE "LAG" TIME = 1.386 HOURS mg UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTEHVAL PERCENTAGE OF LAG-TIME = 6.013 mg WATERCOURSE LENGTH = 18900.000 FEET ~� LENGTH FROM CONCENTRATION POINT TO CENTROID = 8000.000 FEET = ELEVATION VARIATION ALONG WATERCOURSE = 290.000 FEET AaqTN FACTOR = .070 WATERSHED AREA = 1251.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(UNDEVELOPED/DESERT) S-GRAPH SELECTED = MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .782 LOW LOSS FRACTION = .691 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .43 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .89 SPECIFIED PEAK 1-HOUR RAINFALL = 1.17 = SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.21 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.35 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 7.36 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: km. 5-MINUTE FACTOR = .672 30-MINUTE FACTOR = .678 1-HOUR FACTOR = .680 MON 3-HOUR FACTOR = .943 6-HOUR FACTOR = .972 ^tit 24-HOUR FACTOR = . 983 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIMt(HOURS) FOR END OF RESULTS = 18.00 ~� ==_____===============_____========___ = _ UNIT HYDROGRAPH DETERMINATION - , INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 .521 78.846 2 1.563 157.692 2.657 165.442 ~� 4 4.051 210.928 5 5.750 257.090 - 6 7.916 327.628 7 16.480 387.869 8 13.246 418.491 ~ 9 16.256 455.492 10 20.013 568.362 11 23.829 577.285 12 27.907 616.964 13 32.133 639.367 .g' 14 36.449 652.999 15 40.778 655.031 16 45.108 655.029 17 49.358 642.986 18 52.756 514.033 19 55.9'3 479.150 20 58.821 438.449 mir 21 61.279 371.974 22 63.371 316.495 23 65.295 291.132 24 67.142 279.407 25 68.777 247.348 26 70.190 213.737 27 71.433 188.023 28 72.641 182.778 29 73.684 157.876 ~lg 30 74.653 146.586 31 75.544 134.767 32 76.434 134.632 33 77.324 134.657 ~~ 34 78.168 127.654 35 78.895 110.049 .0 36 79.616 109.141 37 80.338 109.190 ~= 38 81.039 106.094 0.0 39 81.651 92.557 40 82.252 90.959 ~~ 41 82.854 90.983 42 83.449 90.001 = 43 83.990 81.843 °m 44 84.519 80.050 45 85.048 80.050 *O 46 85.573 79.534 47 86.032 69.386 mo 48 86.465 65.529 m 49 86.898 65.504 50 87.330 65.406 ,~ 51 87'720 58.968 52 88.081 54.546 "0. 53 88.442 54.595 54 88.802 54.595 ~~ 55 89.163 54.595 ~~ 56 89'524 54.546 57 89.885 54.595 , 58 90.246 54.595 59 90.576 49.975 6O 90.843 40.344 61 91.107 40.001 62 91.372 40.049 63 91.636 40.050 64 91.901 40.000 65 92.165 40.000 66 92.430 40.098 67 92.686 38.722 - 68 92.888 30.615 69 93.081 29.091 ~~ 70 93.273 29.141 71 93.466 29.091 - 72 93.658 29.091 ,_ -7 93.851 29.140 74 94.043 29.141 - 75 94.235 28.993 76 94.420 27.960 -~ 77 94.600 27.323 78 94.781 27.322 = 79 94.961 27.273 = 80 95.141 27.273 81 95.322 27.322 - 82 95.502 27.224 83 95.682 27.323 m 84 95.846 24.766 . 85 95.978 19.952 86 96.111 20.147 av 87 96.243 19.952 88 96.376 20.050 - 89 96. 19.950 0000 90 96.640 20.050 91 96.772 19.950 ~~ 92 96.901 19.558 93 97.012 16.806 °� 94 97.120 16.314 95 97.228 16.314 ~~ 96 97.337 16.511 ~~ 97 97.445 16.316 98 97.553 16.314 99 97.661 16.413 ~~ 100 97.769 16.314 101 97.861 13.857 °~ 102 97.944 12.679 _ 103 98.029 12.777 104 98.113 12.777 ~~ 105 98.197 12.679 106 98.282 12.777 ~ 107 98.365 12.677 108 98.450 12.777 = 109 98.524 11.205 ~. 110 98.584 9.140 111 98.645 9.141 = 112 98.704 9.041 113 98.765 9.141 = 114 98.825 9.041 = 115 98.885 9.140 116 98.945 9.141 . 117 99.005 9.041 118 99.065 9.041 *41W 119 99.125 9.041 120 99.184 9.041 ~~ 121 99.244 9.041 _" 122 99.304 9.041 123 99.364 9.041 .. 124 99.424 9.041 125 99.483 9.041 =~ 126 99.543 9.041 , 127 99.603 9.041 128 99.663 9.041 129 99.722 9.041 130 99.782 9.041 - 131 99.842 9.041 132 99.902 9.041 ~- 133 99.961 9.041 ~ 134 100.000 5.846 ~ - TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 507.0838 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 247.0249 _ °° m ~ m . m ~" = - m _ - ===_____ _______= _ � 2 4-HOUR STORM ON RUNOFF HYDROGRAPH _ °w HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) °� TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0 = gm 15.083 100.3642 174.77 . . VQ . . . 15.167 101.5979 179.13 . . VQ . . • "ie 15.250 102.8618 183.52 . . V Q . • . 15.333 104.1560 187.92 . • V 0 . . . ~IN 15.417 105.4752 191.55 . . V Q. . . mu 15.500 106.8109 193.94 . . V Q. • . 15.593 108.1623 196.23 . • V Q. • . 44 15.667 109.5267 198.11 . . V 0. • . 15.750 110.9011 199.56 . . V Q. • . mg 15.833 112.2823 200.55 . • V Q . . 15.917 113.6708 201.61 . . V 0 • • °~ 16.000 115.0742 203.78 . . V Q . • mm 16.083 116.6016 221.78 . . V . Q . • 16.167 118.2425 238.26 . . V. Q . • `NW 16.250 119.8979 240.37 . . V. Q . • 16.333 121.6181 249.77 . . V. 0 • . . Me 16.417 123.4090 260.04 . . V. 0 . • ~~ 16.500 125.3076 275.68 . . V 0 . . 16.583 127.2958 288.69 . . V 0 . . •• 16.667 129.3351 296.10 . . V 0. . 16.750 131.4382 305.37 . . .V Q . '- 16.833 133.7147 330.55 . . •V . 0 . 16.917 136.0214 334.93 . . . V . 0 . � 1 138.3971 344.96 . . . V . Q . _ 17.083 140.8159 351.20 . . . V . 0 . 17.167 143.2658 355.73 . . " V . 0 . °~ 17.250 145.7251 357.09 . . . V . 0 . 17.333 148.1819 356.74 . . . V . 0 . - 17.417 150.6093 352.45 . . . V . Q . _° 17.500 152.8457 324.74 . . . V . 0 . 17.583 155.0201 315.72 . . . V .0 . ~ 17.667 157.1237 305.44 . . . V 0 . 17.750 159.1223 290.20 . . . V Q. . = 1T.833 161.0242 276.15 . . . VQ . . 17.917 162.8719 268.29 . . . 0 . . ~00 18.000 164.6809 262.67 . . . Q . . `~ *************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 404.00 IS CODE = 5 se __ ______ •~ >>>>> MODEL CHANNEL ROUTING BY THE CONVEX METHOD<(<<< ______== MI `m, THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER lli TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5-MINUTE INTERVALS(Reference: the National Engineering Handbook, °~ Hydrology, Chapter 17, page 17-52, August,1972, U.S. Department of Commerce). mg ASSUMED REGULAR CHANNEL INFORMATION: - BASEWIDTH(FT) = 15.00 CHANNEL Z = 1.50 °~ UPSTREAM ELEVATION = 1530.00 nnumqTRFAM PLEVATIOM = 1450.00 . . , . , . . . . . . . , T'EETT T'EZTT 0006T i 2'6GIT 0"8i7TT LT6"ST S'98TI T'9L.T.T EES'eT S 'ETZT S'.170.7T OGL"ST S'3 E'OEZT L99'ST 1 6"GLZT 17°T9ZI T_SG'sT 1- Z'ZIET G"L6ZT 002'ST O'OGET Z" LTi7"8T O'SSET 9'ELET CEE'ST 6*.G2i7T 9'60tT 0.GZ'eT E '69tT GOVT L9T*ST L '6IGT 9L6171 ESO'ST 991.!T S".17GGT 000'sT T'6E9T E'ZT9T LT6'LT t 'OTLT G'6L9T EEB'LT G"Z6LT 6'9GLT OGL'LT G 'ESST S'Gt8T L99"LT 6°GL6T 00 ESG'Ll L'890Z. S'6Z0Z 00.G"LT E 'EGTZ T'LZTZ LTt'LT 9°GIZZ L'Z6TZ En O 'ZLZZ 6"617ZZ 0G7 e'eyzEz T'GOEZ L9T 17"TOtZ 8'99EZ 5280"LT L'IStZ G'EGtZ 000"LT 6'607G7, T't.:7GZ. LT6 E 'L179Z t"SSGZ EE8'9T S'ZZSZ G"GELZ. OGL"91 O "8 L'i7G6Z L9991 O'LZSZ L'8E6Z E8G'9T ' L'SEGZ 1.7'6G97:: 009T E 'LGZZ E'LGEZ LT g*6007 T"LOTZ EEE'9T T°G8L1 0"E981 0=9T 8*ZZ91 0"899T. L91 t'OGGT 8'17GG1 4- 8091 t*TLGT 9'EtST 000 • 91791 Z"ET91 LT6'S1 8"OZLT B'G69T 52528"GT 6'17,LLI 9"SGLT OGL*GT L 'SOST G'66LT L99"G1 G 'tZST 9"ZZST ESG*GT C'EZST t'LZST 002"GT £ 60S1 T'LIST Lit'GT T'88LT G'L6LT EEE"GT 0'179L1 T"i7LLT 0G7"GT 6'LEL1 6'StLT L9T"ST 680L1 E'TZLT Eeo*.gi (SA3) (SAO) (S>AH) (Z WV3W_S) (Z WV3 3411 ma MO1ANI - mow :sl1ns3)J sNiincPA 13NNVH3 a01-1119W X3ANO3 L66 = &J.I.S3 SI SivAm3INI Imn 3IflNIW- 3O.d iN3131JA303 EJNIinDA 13NNIJI-13 03IAIGOW 1 Gt6" = IN3131AA303 FiNiincpd 13NNVI-13 inivkals3 Sthi 96'8Z = SA3 19'17961 = 0 ZACIA AII3013A 1V1 13NNVH3 1917961 = MO1ANI kinkaxyw "40G AO SSB3X3 NI 3.1..vamold 39k 69"17G6Z = (SA3)M01ANI wnwixvw :123.1t4 1S3 iN3I3IAA303 EINIInad 12NNt 17TO' = >A013VA SEJNINNVW 00'0G92 = (IA)HI9N31 13NNVH3 19.083 1099.8 1109.1 19.167 1079.3 1087.5 19.250 1059.9 1067.6 19.333 1044.2 1050.4 4~ 19.417 1029.4 1035.3 19.500 1015.1 1020.8 19.583 1000.0 1006.1 19.667 986.5 991.9 ~~ 19.750 973.0 978.4 19.833 959.2 964.7 ~~ 19.917 944.6 950.4 .� 20.000 933.0 937.6 '************************************************************************ FLOW PROCESS FROM NODE 404.00 TO NODE 404.00 IS CODE = 1 '',:UNIT-HYDROGRAPH ANALYSIS<<<<< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERCOURSE "LAG" TIME = .179 HOURS � UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 46.924 = WATERCOURSE LENGTH = 4000.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 1800.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 80.000 FEET BASIN FACTOR = .030 WATERSHED AREA = 102.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE .^_ VALLEY(UNUEVELOPED/DESERT) S-GRAPH SELECTED MAXIMUM WI LOSS RATE(INCH/HOUR) = .820 LOW LOSS FRACTION = .731 *HYDROGRAPH MODEL #1 SPECIFIED* = SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .41 SPECIFIED PEAK 30-MINUTES RAINFALL( INCH) = .86 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.13 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.21 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.24 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 6.93 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .672 30-MINUTE FACTOR = .678 1-HOUR FACTOR = .680 3-HOUR FACTOR = .943 6-HOUR FACTOR = .972 24-HOUR FACTOR = .983 ~ - RUNOFF HYDROGRAPH LISTING LIMITS: +iN MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 19.00 � ==== ============-================_______===__ UNIT HYDROGRAPH DETERMINATION INTERVAL ' "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 5 68.548 2 29.096 290.367 3 57.974 356.236 4 72.145 174.808 ^= 5 79.274 87.939 � 6 84.174 60.440 7 87.757 44.200 8 90.506 33.911 9 92.586 25.658 10 94.157 19.380 = 11 95.559 17.292 12 96.665 13.639 13 97.554 10.968 14 98.267 8.794 = 15 98.804 6.630 16 99.284 5.917 17 99.713 5.301 18 99.928 2.651 19 100.000 .884 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 41.1964 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 16.6985 °~ = 40. � V#4 �tV � � =w aM _____=______= ______ _ ____= _____ - 24-HOUR STORM - RUNOFF HYDROGRAPH - ^� HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) °" ------ ------------- ----- --- - TIME(HRS) VOLUME(AF 0(CFS) 0. 22.5 45.0 67.5 90.0 . - - -- ~° 15.083 8.3942 18.09 . 0 . V . . 15.167 8.5199 18.25 . 0 . V . . = 15.2 8.6467 18.42 . 0 . V . . 15.333 8.7747 18.59 . Q . .V . . ~~ 15.417 8.8999 18.18 . 0 . .V . . °~ 15.500 9.069" 15.87 . 0 . .V . . 15.5 9.0995 13.11 . 0 . .V . . - 15.667 9.1832 12.15 . Q . .V . . 15.750 9.2675 12.23 . 0 . . V . . ~~ 15.833 9.3569 12.99 . 0 . . V . . 15.917 9.4568 14.50 . 0 . . V . . - 16.000 9.5759 17.31 . 0 . . V . . _. 16.083 9.8100 33.99 . . 0 . V . . 16.167 10.3419 77.22 . . . V . Q . -~ 16.250 10.9461 97.73 . . . V . 0 . 16.333 11.2939 50.50 . . . 0 V . . =° 16.417 11.5126 31.75 . . 0 . V . . ~ 16.500 11.6984 26.98 . .Q . V . . 16.583 11.8751 25.66 . .0 . V . . ~ 1 6.667 12.0425 24.31 . 0 . V . • 16.750 12.1997 22.82 . 0 . V. . - 16.833 12.3487 21.44 . Q. • V. • 16.917 12.4947 21.19 . Q. • V. • ° 17.000 12.4354 20.43 . Q. . V . °_ 17.C 12.7497 19.49 . 0 . • V • 17.167 12.8904 17.53 . 0 . . V . = 17.250 12.9952 15.22 . 0 . . .V . 17.333 13.0915 13.99 . Q . . .V . ~~ 17.417 13.1622 13.17 . 0 . . .V . ,= 17.500 13.2656 12.10 . 0 . . .V . 17.583 13.3434 11.30 . Q . . .V . -° 17.667 13.4173 10.74 . 0 . . . V . 17.750 13.4891 10.41 . 0 . . . V . ~° 17.833 13.5587 10.12 . 0 . . . V . 17.917 13.6265 9.84 . 0 . . . V . ~~ 18.000 13.6924 9.57 . Q . . . V . 44eg 18.063 13.7565 9.31 . Q . . . V . 18.167 13.8182 8.96 . 0 . . . V . °° 16.:5n 13.8774 8.60 . Q . . . v 18.333 13.9348 8.33 . 0 . . . V . . 18.417 13.9907 8.12 . 0 . . . v , . 18.500 14.0454 7.94 . 0 . . . V . 18.583 14.0990 7.78 . Q . . . V , * 18.667 14.1516 7.64 . 0 . . . V , 18.750 14.2033 7.51 . Q . . . V . "° 18.833 14.2541 7.38 . 0 . . . V . . 18.917 14.3042 7.27 . Q . ' . , y , 19.000 14.3535 7.16 . 0 . . . v . = mit ************************ FLOW PROCESS FROM NODE 404.0O TO NODE 404.00 IS CODE = 7 ~ ______ _________ - >>> NUMBER 2 ADDED TO STREAM NUMBER 1<(<<< ===================== - _ - * = FLOW PROCESS FROM NODE 4.00 TO NODE 4.10 IS CODE = 1 ~° >>>> ,UNIT-HYDROGRAPH ANALYSIS<<<<< 46. (UNIT-HYDROGRAPH ADDED TO STREAM #1> WATERCOURSE "LAG" TIME = .420 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 19.843 WATERCOURSE LENGTH = 12200.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 2400.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 640.000 FEET BASIN FACTOR = .050 WATERSHED AREA = 585.000 ACRES BASEFLOW = 000 CFS/SQUARE-MILE VALLEY(DEVELOPED): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .310 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .690 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .277 LOW LOSS FRACTION = .214 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .58 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.18 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.58 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 3.07 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 4.65 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 10.60 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .672 30-MINUTE FACTOR = .678 1-HOUR FACTOR = .680 3-HOUR FACTOR = .943 6-HOUR FACTOR = .972 = 24-HOUR FACTOR = .983 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 ***> NOTE: RATIO OF (LENGTH TO CENTROID) / (LENGTH OF WATERCOURSE) mMO IS NOT BETWEEN [.25] AND [.75] = = m UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1.568 110.924 2 6.154 324.480 ~~ 3 14.932 620.983 4 27.238 870.633 5 41.576 1014.383 ~~ 6 55.550 988.659 7 65.848 728.602 == 8 73.064 510.503 - 9 77.995 348.845 10 81.463 245.353 == 11 84.196 193.365 12 86.305 149.192 ^� 13 87.922 114.439 =° 14 89.270 95.327 15 90.452 83.615 - 16 91.488 73.334 17 92.425 66.296 ~~ 18 93.317 63.092 19 93.964 45.781 - 20 94.567 42.624 ~~ 21 95.111 38.497 22 95.551 31.146 - 23 95.988 30.896 24 96.405 29.503 ^ 25 96.815 29.065 26 97.191 26.571 . 27 97.494 21.459 = 28 97.793 21.161 29 98.054 18.432 ~~ 30 98.300 17.432 31 98.531 16.318 °= 32 98.724 13.665 _~ 33 98.914 13.454 34 99.067 10.792 =° 35 99.204 9.677 36 99.341 9.696 ~~ 37 99.477 9.677 =° 38 99.614 9.677 39 99.751 9.677 ~ 40 99.888 9.677 41 100.000 7.939 = ~. A. TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 105.5839 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 402.1736 . . A. . A. . . . so . 4111 .. JONO ._ . . _ ._...., .__..... ,.. .. . . _ 080 = W113 NI8V8 133d 000•0££ = 3W103831VM 9N01V NOIIVI8VA NOI1VA313 133A 00000017T = aimuNao 01 INIOA NOI1VHIN33NO3 WOHA H191\131 il AAnd 000'0099Z = 1-118N31 3SW10031VM ess = 3W11-9V1 AO 3SVIN3383d 1VA831NI imn saInNiw 000'g = imn 3W11 HAV,A808aAH imn snoH EZUZ = 31411 ueVit. 3881109A31VM (T # WILLS 01 amay HAVU8011AH-IINn) .....,.. >>>>>SISA1VNV HAV89017.AH-IINfl(<<<< I = 3003 si oo moN 01 OZ•G moN WO8A SS3308A M01 **************************************************************************** • A' ' n • ' 66'8LZ 6I17t'ETE 000 •e T. 8 • A - o - • 6098Z GOZG'ITE LT6•LI . A - o - - L8"E6Z ZOGG'60E EE8*LT A • 0 . . £ £9ZG'LOE OSL*LI 11 * A ' 0 * ' E3'9IE L6Zt"GOE L99'LT . A - 0 * ' GS•OEE 8IGZ"EOE EBS'LT 0 ' ' 8E'ZSE EGL6'00£ 00S"LT 11 ' 'A • 0 ° * 6E G817Q'86Z LIt'LT • 'A .0 ' • 8L'96E 00L6"g6Z EEE'LT ' 'A 0 • ' 8V9TV 17LEZ•E6(7. OgZ•LT 11 . ' A 0 • ' ' 98'TEV 1789£'06Z L9T•LT ' • A 0 - . . • 178'E17t It6E*L8Z E8O'LT • A 0 ' ' ' Scr2G17 17LEE't8Z 000'LT A 0 • ' ' ET'99V £66T LT6'9I II A 0 " ' ' 69'SL 0686'LLZ £89T A 0 * ' • t79L617 OEIL't7LZ 0GL'9T • ' OA • ' LO'EtS 9G8Z'ILZ L9991: II ' 0 A " ' 88519 gr=1L9Z ESS'9I • 0 " A ' ' ' OE'60L 6E0E'E9Z 009I • . 0 ' A • ' EL' 68It'argZ LT17'9I . 0 • A ' ' 6L1769 L8SE'EGZ EEZ II • 0 A ' ' ' ZL LELG'etZ 0g7"91: . . 0 * * ' Z99817 06017*17173 L9I'9I • ' A '0 ' " 9988E 9LgO'I1Z. E80"91 II . . A ' 0 ' ' LE'6ZE 608E'8EZ 0009T • • A • 0 ' ' 96'LIE GZ1I927 CHI'S' A " 0 • ' S0'17ZE LZZ6'EEZ ZE8'GT • A ' 0 ' Lt'btE 6069 OGL"GT II ' ' • A ' 0 ' Z6'89E GSTE'6ZZ. £99 'ST ' • A '0 * L6'06E LLLL'9ZZ. 528G'ST " • • A 0 ' 8Z"90t Ig8O'f7ZZ. 00S 11 ' • • A 0 ' 8E'ZIt OL8Z•IZZ LIt'gT ' ' • AO ' tL'IT 69 EEE'GT " . AO " ' ES"LOt ETI9"GTZ OGZ"gT il , • • ' AO ' SUE017 91708"ZTZ L91 G1 " ' AO • ZI'66E L9ZO'OTZ C8O'ST . " 0008 0009 00017 000Z "0 (SA3)0 (AV)3W170A (881-1)314I1 11 (SA0)S1VA831NI 3ifINIW-3AIA NI HAVaFi0813AH fl HaV8 908GAH A A 0 N n ›A W 8 0 i S :fic3H-17Z . fl: WATERSHED AREA = 1870.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): ~� "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .100 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .900 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .792 LOW LOSS FRACTION = .755 *� *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .41 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .84 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.12 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 1.94 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.02 SPECIFIED PEAK 24-HOUR RAINFALL(INCH}= 5.94 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .642 30-MINUTE FACTOR = .658 1-HOUR FACTOR = .658 = 3-HOUR FACTOR = .933 6-HOUR FACTOR = .969 24-HOUR FACTOR = .982 ~ RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 14.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 ===== UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH ~ - NUMBER MEAN VALUES ORDINATES(CFS) ------- ----------'---- ------------- 1 .300 67.925 2 .901 135.850 ~~ ,7; 1.502 135.849 4 2.102 135.850 2.776 152.219 6 3.601 186.712 4.439 189.416 ~� 8 5.482 235.937 � 9 6.729 281.985 10 8.016 291.125 = 11 9.548 346.458 12 11.199 373.377 13 12.871 378.210 14 14.538 376.794 15 16.535 451.630 16 18.820 516.851 17 21.057 505.924 18 23.308 509.124 19 25.694 539.628 20 28.181 562.332 21 30.650 558.465 22 33.207 578.241 23 35.809 588.377 24 38.427 592.102 25 40.973 575.802 26 43.633 601.645 27 46.317 606.916 FAT - St 'Sb - X217'06 ... ., £6 GIG 7.27'06 =6 rl �� E8T "Sb TS0'06 16 [1 9TS'S17 1S8 "68 06 381 "217 059'68 68 7 901'S1 0S17'68 88 - t017!;17 0!;.68 L8 Z81'.217 6170'68 98 L90'.417 6178'88 S8 7 £61'ES 1179 "88 178 ZOT'172 17017'88 28 Z0T "b! 29T 'B8 =8 .- Z0I "ba 9Z6'L8 T8 6.2 I ' bS L89 ' L8 08 £20'17 L117'L8 61. 4.62 80Z'48 84. "^' 800'S9 826'98 LL 178'29 TL9'98 9L 984.'29 64.2'98 SL ^� 0£1. ' S9 680'98 17 L ! £6L'29 86L'S8 EL 1TL'S9 L0S'28 _ L 864'1.9 9TZ"S8 TL 9tT'1L LI6'18 OL £ES'bL 68'178 69 68b'lL 62?'178 89'"' II bSc 'SL 026'28 L9 2ZL'8L L6.2'28 99 £82'6L 617Z'28 S9 T60'28 868'18 179 00t'26 T £S ' 8 29 -' TT0'176 8TT'18 79 600'176 Z0L'18 T9 Ti£'176 981'T8 09 191'L6 698 "08 6.2 026'L6 011'08 8S 9!;9C01 900'08 LS IT9'LTT 817.2'6L 92 !;17O11 8Z0'6L SS E8b'EZI £61'81. 1S 942'21I 1.176 "LL ES LJ 8T1'b11 0017'LL 'S TO 'SZI 0S8'9L TS 7 ZLT'021 L6Z'9L 0S 302' .171 T .L'SL 617 'a L2'.'EIT 160'SL 81 02.9'621 LS1'17L L17 £20'9L1 1SL'EL 917 D 991'081 24.6 217 002'Z8I LLT .L 171 t"" 1£L'861 IL2'TL E1 61L' IEZ. '617 'OL 217 £80'9£2 L91'69 It Z02'Z5Z ' EZ1'89 017 bES'c L. L0E'L9 62 1.69 '06Z?01 '99 82 T8S'S8Z 918'179 LE ,� ZE8 ' 802 £!;!;29 92 bb8'ISE 881'19 SE 6L1'Z92 =29'09 172 20E' T T17 6f.0'62 22 T Z2'b171 OTZ'LS %•E L02' Ebb E _"GS 12 022'6171 SE= "E2 02 ' 66E'60S r 4.171 T� 6 S£9 "S09 266 '817 EIZ 94 90.653 45.404 ~° 95 90.854 45.406 96 91.052 44.805 = 97 91.245 43.767 98 91.434 42.659 -= 99 91.584 33.906 . 100 91.727 32.243 101 91.868 32.022 ~- 102 92.010 32.132 103 92.153 32.244 . 104 92.294 32.022 =° 105 92.436 32.132 106 92.579 32.132 . 107 92.721 32.244 108 92.863 32.022 ~° Inc 93.005 32.131 . 110 93.147 32.134 111 93.289 32.132 . 112 93.426 31.025 113 93.534 24.377 . 114 93.637 23.381 115 93.741 23.378 . 116 93.844 23.381 MN 117 93.947 23.378 118 94.051 23.379 . 119 94.154 23.269 120 94.258 23.490 = 121 94.360 23.269 - 122 94.464 23.378 . 123 94.567 23.381 °= 124 94.671 23.490 125 94.774 23.269 ~° 126 94.875 22.936 127 94.974 22.272 = 128 95.070 21.828 ~~ 129 95.167 21.939 130 95.264 21.939 . 131 95.361 21.828 132 95.458 22.051 - 133 95.555 21.826 °= 134 95.651 21.718 135 95.749 22.159 -~ 136 95.845 21.718 137 95.943 22.161 = 138 96.039 21.716 139 96.136 21.940 =° 140 96.228 20.831 mir 141 96.301 16.398 142 96.371 15.957 . 143 96.443 16.176 144 96.514 16.177 . 145 96.584 15.734 ,n 146 96.655 16.177 147 96.727 16.176 . 148 96.797 15.957 149 96.869 16.177 . 150 96.940 15.955 . . _______________________________ _____ _ ____ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 665.5851 . TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 235.8320 - , _ . = ___________=____ ------- . 24-HOUR STORM me RUNOFF HYDROGRAPH . = HYDROSRAPH IN FIVE-MINUTE INTERVALS(CFS) . __ ___ __ VW TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0 __ __________ _ . 14.083 66.6392 120.75 . .VQ . . . 14.167 67.4870 123.10 . .VQ . . . IMO 14.250 68.3512 125.49 . .VQ . . . 14.333 69.2321 127.90 . .VQ . . . . 14.417 70.1285 130.17 . .V Q . . . . 14.500 71.0404 132.40 . . VQ . . . 14.583 71.9679 134.67 . . VQ . . • . 14.667 72.9116 137.04 . . VQ . . • 14.750 73.8719 139.43 . . VQ . . . *� 14.833 74.8483 141.78 . . V Q . . • ,� 14.917 75.8416 144.22 . . V Q . . • 15.000 76.8517 146.66 . . VQ ~ ~ . w= 15.083 77.8785 149.10 . . VQ . • • 15.167 78.9225 151.59 . . V Q . . . . 15.250 79.9846 154.21 . . V Q . . . 15.333 81.0654 156.93 . . V Q . . . . 15.417 82.1622 159.26 . . V Q . . • . 15.500 83.2727 161.24 . . V Q . . . 15.583 84.3975 163.32 . . V Q . . . = 15.667 85.5375 165.53 . . V Q . . . 15.750 86.6933 167.82 . . V Q . . . '~ 15.833 87.8651 170.15 . . V Q . . . ~~ 15.917 89.0560 172.91 . . V Q . . ~ 16.000 90.2690 176.14 . . V Q . . . -~ 16.083 91.5878 191.49 . . V Q. . . 16.167 93.0091 206.36 . . V Q . . ~~ 16.250 94.4437 208.32 . . V Q ~ . 16.333 95.8908 210.12 . . V .Q . . - 16.417 97.3732 215.24 . . V .Q . . . 16.500 98.9159 224.00 . . V . Q . . 16.583 100.4786 226.90 . . V . Q . . . 16.667 102.1130 237.32 . . V . Q . . 16.750 103.6183 247.61 . . V . Q . . . l6.833 105.5496 251.38 . . V . Q . . . 16.917 107.3609 262. . . V . Q . . 17.000 1u9.2148 269.19 . . V . Q . . tow 17.083 111.0845 271.48 . . V . Q . . 17.167 112.9641 272.92 . . V. Q , . . 17.250 114.9486 288.16 . . V. Q . . . 17.333 117.0218 301.02 . . V. Q . 17.417 119.0863 299.77 . . V Q. . . 17.500 121.1569 300.66 . . V Q . 17.583 123.2680 306.54 . . V Q . Mil 17.667 125.4096 310.95 . . .V .Q . 17.750 127.5500 310.78 . . .V .0 . "= 17.833 129.7188 314.91 . ~ . V .0 . =p 17.917 131.9014 316.91 . . . V .0 . 18.000 134.0876 317.44 . . . V .0 . . . , *�***************+***************** . FLOW PROCESS FROM NODE 4.10 TO NODE 4.00 IS CODE = 11 _ - - - . > > > > >VIEW STREAM NUMBER 1 HYDROGRAPH< < < < < _ • A " 0 ' 98'T987.: 0T96'£OBt► 000'o4 A ' 0 17£';'6134 OTS+ '178L17 LT6'61 -- . A • • i] • i79 "b464 0r_.EE'179L17 - EE8'6T • A • n ' 6£ "i7S6= 0687 "tr1Lt OSL.•61 A ' f_i " 68•£86': On7S'£4Ltr L99 _ . A ' . t.:c . • TT "LTO£ 0=64 "EOLi7 £8S'6T A ' 0 T8•17SOE O TS' 00S • A' 0 £S'680E 017Li7"T9917 LT17 • A" .0 96'1747£ 0961'0179 EEE'6T A• 0 £t "19TE 0 0S'"6T • A' 0 - ' 0L'86T£ 0T06'96Str L9T '6T A• 0 8L "TE4£ 0TL8 °17Lai7 £80'61 A' • i1 trS ' 694E 017 T 9 ' Z»tr 000'61 • A• • n 06'0TEE 0960°0ESi7 LT6 "8T A • 0 6T'8tr£E 0t64 "Last' EE8'8T A 0 . 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V. ~~ 26.250 5793.7490 241.64 .0 . . . V. °W 26.333 5795.2850 223.09 . Q . . . V. 26.416 5796.7180 208.03 .0 . . . V. `° . 5798.0670 195.91 0 . . . V. 26.583 5799.3460 185.75 Q . . . V. . 26.666 5800.5660 177.09 0 . . . V. 26.750 5801.7350 169.83 0 . . . V. - 26.833 5802.8650 163.99 0 . . . V. wo 26.916 5803.9590 158.89 Q . . . V. 27.000 5805.0210 154.13 Q . . . V. 27.083 5806.0500 149.55 0 . . . V. 27.166 5807.0470 144.75 0 . . . V. 27.250 5808.0090 139.69 0 . . . V. _~ 27.333 5808.9400 135.13 0 . . . V. 27.416 5809.8440 131.33 0 . . . V. ~ 27.500 5810.7230 127.53 0 . . . V. 27.583 5811.5760 123.90 0 . . . V. - ~ 27.666 5812.4030 120.07 0 . . . V. 27.750 5813.2000 115.70 0 . . . V. =° 27.833 5813.9730 112.17 Q . . . V. ~ 27.916 5814.7240 109.03 0 . . . V. 28.000 5815.4540 105.98 0 . . . V. ~ 28.083 5816.1620 102.86 0 . . . V. 28.166 5816.8510 99.95 0 . . . V. - 28.250 5817.5190 97.01 Q . . . V. ~~ 28.333 5818.1670 94.08 Q . . . V. 28.416 5818.7940 91.20 0 . . . V. - 28.500 5819.4020 88.18 Q . . . V. 28.583 5819.9700 82.44 0 . . . V. . 28.666 5820.5190 79.71 0 . . . V. 28.750 5821.0500 77.13 0 . . . V. - 28.833 5821.5640 74.66 0 . . . V. 0- 28.916 5822.0610 72.18 0 . . . V. 29.000 5822.5420 69.91 Q . . . V. ~ 29.083 5823.0070 67.51 Q . . . V. 29.166 5823.4560 65.25 Q . . . V. = 29'250 5823.8900 63.04 Q . . . V. 29.333 5824.3100 60.91 Q . . . V. °° 29.416 5824.7150 58.92 Q . . . V. . 29.500 5825.1060 56.78 Q . . . V. 29.583 5825.4830 54.83 0 ~ . . V. . 29.666 5825.8480 52.95 0 . . . V. . 29.750 5826.2000 51.14 0 . . . V. 29.833 5826.5400 49.38 Q . . . V. °° . 5826.8690 47.68 0 . . . V. 30.000 5827.1860 46.03 Q . . . V. . _______==========__ ___==========_____ __ ___ . END OF FLOOD ROUTING ANALYSIS mi . At qa . FUSCOE WILLIAMS LINDGREN &SHORT APPENDIX II c San Sevaine Watershed To Foothill Blvd. 1� C C E c c **************************************************************************** FLOOD ROUTING ANALYSIS USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1983-88 Advanced Engineering Software (aes) Ver' 3.0A Release Date: 7/21/88 Serial # 2124 Analysis prepared by = Fuscoe, Williams, Lindgren & Short ************************** DESCRIPTION OF STUDY ************************** + ~ ************************************************************************** ^" FILE NAME: \ESS\SSEXT8.DAT TIME/DATE OF STUDY: 15: 3 1/24/1989 :************************************************************************** — FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE = 1 } > } > >UNIT-HYDROGRAPH ANALYSIS( < ( < < _ _ • (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERCOURSE ''LAG" TIME = .456 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 18.290 WATERCOURSE LENGTH = 16200. 000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 8200.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 3520.000 FEET BASIN FACTOR = .040 WATERSHED AREA = 1262.000 ACRES ~m BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): = ''S''-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .850 MOUNTAIN ''S''-CURVE PERCENTAGE(DECIMAL NOTATION) = .149 VALLEY(UNDEVELOPED/DESERT) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .293 LOW LOSS FRACTION = .126 *HYDROGRAPH MODEL *1 SPECIFIED* = SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .68 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.40 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.86 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 4.00 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 6.50 SPECIFIED PEAK 24-HOUR RAINFALL (INCH)= 16.00 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 30-MINUTE FACTOR = .606 1-HOUR FACTOR = .618 3-HOUR FACTOR = .912 c^rrnn = p"�n 24-HOUR FACTOR = .977 RUNOFF HYDROGRAPH LISTING LIMITS: - MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 ~° MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 �� ___ _ . UNIT HYDROGRAPH DETERMINATION = INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) . 1 1.307 199.514 . 2 4.877 544.894 . 3 10.431 847.671 4 18.518 1234.195 - 5 29.731 1711.427 6 49.104 2956.648 = 7 60.090 1676.788 ~ 8 66.654 1001.738 9 71.602 755.203 ~- 10 75.648 617.529 11 79.021 514.881 -~ 12 81.880 436.329 13 84.347 376.412 ~~ 14 86.493 327.658 - 15 88.320 278.860 16 89.928 245.390 - 17 91.341 215.639 18 92.538 182.693 ~~ 19 93.529 151.229 ~~ 20 94.385 130.676 21 95.128 113.351 - 22 95.727 91.408 23 96.133 61.979 ~- 24 ' 96.435 46.039 2 5 96.733 45.575 26 97.005 41.462 _ 27 97.270 40.480 28 97.516 37.596 29 97.747 35.171 30 97.976 34.989 - 31 98. 203 34.616 .. 32 99.427 34.137 33 98.650 34.113 ~= 34 98.855 31.307 35 98.926 10.859 . 36 98.997 10.758 ww 37 99.063 10.130 38 99.129 10.019 . 39 99.192 9.567 40 99.247 8.406 . 41 99.301 8.347 42 99.359 8.761 . 43 99.419 9.178 . 44 99.478 9.003 45 99.514 5.529 . 46 99.541 4.167 47 99.569 4.157 . 48 99.596 4.158 49 99.623 4.157 ~� 50 99.650 4.167 = 51 99.678 4.157 =:". pp'76� 4.157 53 99.732 4.158 54 99.759 4.157 55 99.786 4.051 56 99.802 2.437 57 99.815 1.973 58 99.828 1.962 = 59 99.840 1.953 60 99.854 2.030 61 99.867 1.953 = 62 99.879 1.952 63 99.892 1.953 64 99.905 1.953 65 99.918 1.953 66 99.931 1.952 67 99.943 1.953 68 99.956 1.953 69 99.969 1.952 70 99.982 1.953 71 99.994 1.953 72 100.000 .840 TOTAL SOIL-LOSS VOLUME (ACRE-FEET) = 204. 4363 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1438.7850 • A 0 • ' 91'869 c }?O£'£OT £8G'6T • A - • * 9S "90L 0£617"8611 00S'6T 7 A 0 6?'STL OLZ9'E61T L117 "61 • A 0 £9 "tZL. 010L'981 T £££'6T • A * t.] 6L'VEL OOIL'EBTI 0g47."6T • A " 0 S£'S17L 0059"8LTT L9T'6T A - 0 " • t'..S'SSL OLIS'ELT T £80'61 A " 0 1L "99L OEIE "891 T 000"6T • A ' 0 • ' 171'6LL 0£E0 - £9TT LT6 — • A ' 0 - £0'66L OL99'LST T £E8'8T ' A ' 0 " 1£'918 0179t11 0SL "8T • A" ' 0 LO't7E8 c1l! 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(a3,.aawwo3 }o a.uaw 3..4ed8Q • S • n `27.L6T `4snend `m-LT abed `LT ,aa4deg3 LAB0I0'aP' H .00gpueH 6utJeautBu3 Teuoi a.eN 9144 :aouaja fa) S1VA`d31NI 31fNIW -S A8 Hdki8908QAH MO I Wti381S 3H1 31108 01 83080 NI Q31 SI IN3I3Idd303 9NIll08 -3 Q3IdI13014 3H1 > ) > > > QOH13W X3ANO3 3H1 A3 9N I1l0'd 13NNtiH3 1313OW < < < < ( S = 3003 SI 00'TOti 30ON 01 00'T 30ON 1408d SS3308d M01.d ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** A P] • • £8 c: TS'9ZTT 000'0 A • ij TS'999 0S96'TZZT LT6'6T • A it • E6 "'L9 OSLE "LTZT ££8'6T A ; LL'089 0017L' T Z T OSL'6T A " 0 SL'689 0Z20'80ZI L99'6T N , , S'ZtS G'SEG 00G'ZZ E'Gtg E'TtS LTt'ZZ _ T'Eltg I'ttg EEE'ZZ O'IGG 6'9tg 0G7'ZZ T'tSG 8'61i G L9I'ZZ t'l_gg L'Zgg E80'ZZ 8'09G 0'9GG 000 0't9G t'6GG LT6'TZ - Z*L9G 9 E£8"IZ 904G ErG9S OGL'TZ O'tLG T'69S L99"IZ g'LLS G'ZLG E8G'TZ T 0'94.g 00G'TZ L't8g g'6LS LIt'IZ G'88G T'E8G EEE'TZ S'Z6G 6'98G OGZ S'96G 806G L9I'IZ L'009 8t62 £80'TZ 6't09 686G 000'IZ Z'609 0*E09 LI6 6'ET9 Z'L09 EE8'0Z 6'8T9 8'IT9 (L 0Z UtZ9 9919 L99'0Z g'69 I"ZZ9 E8G'0Z L"tE9 Z'LZ9 00S'OZ 1 S'ZE9 Lit"0,7, 9'St9 L'LE9 EEE'OZ E*TG9 Z'Et9 0G7'0Z T'LG9 8131'9 L9T'OZ I'E99 9'tG9 E80'0Z ' E'699 G'099 000'07. E'9L9 S'999 LT6'61 9't89 6'ZL9 EE8'6I t'E69 8089 0GL'6I 8*IOL L689 L9961 E'OIL Z*869 ESS'6T E'6TL 990L 00g'6I 0'6ZL E'SIL LIt'6I E'6EL 9'tZL EEE'6I 8'6tL 8'tEL 0=6T t'09L t'StL L9I'6T t 'ZLL S'GGL myea S'L8L L'99L 000'6T g'908 1'6LL L16'8I I'tZ8 066L £288I 6"Zt8 E'9I8 OGL'81 E 'S98 T'tE8 L9981 t'1768 6'ES8 E8G'8T E 'LZ6 t'6L8 002'8T G'ES6 8'ST6 LIt'8I 99L6 2'E1th EEE'8I E 'L66 L'L96 cisz 89101 L886 L9I'8I E T'6001 £8081 g'0901 9'9Z0T 000'8I 98801 g'8t0I LI6'LT Z'LITI S'9L0T EarLI 9817II 9'tOTT OGL'LT 8681T I'EETI L99'L1 EretZT 89911 ESG*LI Z'ZTEI L'LIZI 00S'LT L 'LtEI E'S6ZT LIt'LI S OLI 6'9EET EEE'LT Z't8EI !292T OgZ'LI '1'88E' t'IBET L9T'LI Z'EBET Z'68ET £80'L1 22.583 535.8 539.7 22.667 533.2 537.0 22.750 530.6 534.3 = 22.833 528.0 531.7 ~ 22.917 525.5 529.1 23.000 523.1 526.6 23.083 520.7 524.1 23.166 518.4 521.7 '~~ 23.250 516.1 519.4 23.333 513.8 517.1 23.416 511.6 514.8 23.500 509.5 512.6 23.583 507.3 510.4 o 23.666 505.2 508.2 23.750 503.1 506.1 23.833 501.1 504.0 23.916 499.1 502.0 24.000 497.2 500.0 `,************************************************************************** FLOW PROCESS FROM NODE 401.00 TO NODE 401.00 IS CODE = 1 ----------- -------- ------ ~~ >>>UNIT-HYDROGRAPH ANALYSIS(<<<< (UNIT-HYDROGRAPH ADDED TO STREAM #1) = WATERCOURSE "LAG" TIME = .651 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 12.811 - WATERCOURSE LENGTH = 21200.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 10500.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 3690.000 FEET BASIN FACTOR = .045 WATERSHED AREA = 2416.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .600 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .050 VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .350 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .408 LOW LOSS FRACTION = .251 "w *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .58 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.20 wo SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.57 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 3.14 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.57 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 11.35 = *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 30-MINUTE FACTOR = .606 ~� 1-HOUR FACTOR = .618 3-HOUR FACTOR = .912 6-HOUR FACTOR = .958 24-HOUR FACTOR = .977 RUNOFF HYDROGRAPH LISTING LIMITS: wnnM TrwF(1-1n|/Rq) FOR BEGINNING OF RESULTS = 15.00 266'9T 17217 "66 9S 17175 'L1 99£'66 SS — 98S'LT 90£'66 17S 88S'Li 9172 "66 ES 17ZT '6i 98T'66 ZS __ 9E0'EZ 0ZI'66 TS 880'8Z 2170 ' 66 *OS S917'T17 2176'86 617 LZS'E17 1708'86 817 I17E'L17 SS9'86 L17 6117'L17 E617 "86 917 171717'L17 0EE'86 517 TE8'617 891'86 1717 SS0'ES L66'L6 E17 £EO'ES 9T8'L6 217 EE0'ES 17E9'L6 11 LEtr ' 6S ES17 " L6 017 18Z'69 617Z'L6 6E 0EZ"69 Z10"L6 BE ZLZ' 69 SLL '96 LE 606'EL .8£5'96 9E ETL'9L S8Z'96 SE £SL'9L EZ0'96 17E 680'8L 09L'S6 EE TZI'17TT £617 'S6 ZE L6Z' TE1 .O1'6 TE £17O'0ST £59'176 OE SZE 6ET'176 6Z 1782'881 176S'E6 BZ 8ZZ ' OOZ 0S6 ' Z6 LZ S09 "LZZ 179Z"Z6 9Z 06L'6£Z 5817'16 SZ L18'6LZ 599'06 172 SEE'S6Z LOL "68 EZ 17S0'6E£ 969'88 ZZ 1756'95£ 9ES'L8 TZ 696'Ii17 171£'98 0Z 89I'E£17 906'178 6T 2171'5617 £Z17'£8 81 L17E'LZS 6ZL'18 LT 928'ZZ9 tZ6'6L 9T EZE'S99 Z6L'LL ST SE9'Z6L SIS'SL 171 18S288 208 'ZL E T OTI 'LIIT 8LL'69 ZT 9SI'S17ET SS6'S9 TT GZE'OLL1 15£'19 0T S017'Z06Z Z6Z'SS 6 S8S' ZE8£ 62E '517 8 L9T '017SZ ZtZ'ZE L 1786'SBOZ 817S'£Z 9 9LZ'17591 6017'9I S 6L8'EBZT L17L'0T 17 1££'0176 £S£'9 £ £Z9'6E9 SE1"E Z. E9E'9LZ 9176' 1 (SBO)S31tiNIQ`JO s3flldn Nti3W y3}3WflN HdlooH9OHQAH lINfl HdJy9 11S“ 1VAH31NI NO I IVN 1148313a Hdti89OHIJAH Inv Nfl 00 = Sl1flS3� .JO ma Had (S1flOH) BWI 1 -mow 57 99.482 16. 839 ~~ 58 99.540 16.844 59 99.598 16.873 =" 60 99.656 17.160 61 99.715 17.216 -~ 62 99.774 17.209 ~~ 63 99.830 16.217 64 99.837 2.093 - 65 99.843 1.881 66 99.850 1.866 . 67 99.856 1.870 ~~ 68 99.862 1.877 69 99.869 1.870 =w 70 99.875 1.870 71 99.882 1.873 ~~ 72 99.888 1.870 °.. 73 99.894 1.870 74 99.901 1.873 ~A• 75 99.907 1.870 76 99.914 1.870 . 77 99.920 1.879 78 99.926 1.864 °° 79 99.931 1.433 ^= 80 99.934 .883 81 99.937 .883 - 82 99.940 .872 83 99.943 .883 84 99.946 .883 ~ 85 99.949 .889 86 99.953 .981 = 87 99.956 .892 88 99.959 .889 -~ 89 99.962 .892 90 99.965 .889 =~ 91 99.968 .892 -. 92 99.971 .892 93 99.974 .889 ~ 94 99.977 .892 95 99.980 .892 96 99.983 .889 _ 97 99.986 .892 98 99.989 .892 ` 99 99.992 .889 100 99.995 .892 - 101 99.999 .892 102 100.000 .432 ~= =° . TOTAL SOIL-LOSS VO0ME(ACRE-FEB) = 550.0755 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1681.6310 AW = M � m == � = - A• - thtei 0663 £82'6T • A' • 0 • • TE'zce OL92'9E£I .002'6I — 0 ' ' 8:77-£8 02£13•0££1 Git'6I 0 • • ZE'17£8 0£0 £££'6I • A. - 6 - - 9L'9£8 OL22"61EI 01 _ 0 ' ' L1•9£8 01762'£1£1 L9I'6I • A- - n - • ZO't£8 09£8•L0 EI £80'61 ' A ' 0 • • L9 02:60"(701 000'6 ' A • 0 . ' 66'tZ8 0t9£'96.17.1 LI6'8T ' A • 0 ' • 22'ETS OZ89•06(71 £ES'ST A - 0 • - 89'26L 06L0'28471 OGL'ST ' A • 0 " • Z0'179L 0662'6LZI L9981 . A . 0' ' OS'ITL 08EE'17LZI EEG A ' 0' • TL'889 0GE17'69.7T 0028I ' A ' 0 ' IUGL9 0.769•1792:1 LIt'ST • .A • 0 - 8Z'LL9 0117009;L1 £££'8I • 'A . 0 ' 98989 OLLE 0.2.7..'8 • 'A ' 0' ' 1160L 0917902EI L9I'81 Z8'8EL 0E9L'217(17I £80•8T • 'A • 0 ' • £7-'98L 0qL9'017ZI 000'81 . .A • ' 0 .- • 61"17t8 009Z LI6'LI 0 - - SL'816 091717•60Z1 EES'LI . . • 0 • 1781700 0811 "21 OGL'LI ' ' ' A • 0 • 2.7. 086191-Z1 L99'LI ' ' ' A 0' ' 26'ST£1 0L6Z £82'L1 ' • • A 0 • ' 06 0£1(7'6611 00!L1 ' ' ' A 0 ' ' te7"GEGT 0E8.7.6811 Lit'Ll ' ' • A 0 ' • 997291 060L'8LI1 ££E'LI ' • ' AO ' ' 90'LL9I 0 07-L • • " 0 ' ' 8L 04786'22II L9I'LI . " 0A • •• • L£'82LI 0L20"ttIT £80"LI " ' • 0 A . L9•GLLI 0L176 000'LT • • • 0 A • ' 62•69L1 08IL'6I11 L16'9I • 0 A . • 8Z"8L8I OIEG•LOTT 22 . n ' A • ' ' 2906 02621760T 0GL'91 • . . A ' ' • GL'E917e: 0802'6L0T L9991 0 • .A • ' ' 6I'ZLIZ 0017g7.90 £8291 0 ' A • ' ' t9 0082"L1701 002'9I -0 A • • - I1L.7.81 026L2£0I LIt'91 ' * 0 A ' • • L1'8L9I 0 £££'91 • ' 0 • ' ' 20 0£29'6001 02.7'9I AO ' • • 82 2610666 L9191 A 0' * ' 16 6EL1686 £80•91 A 0 ' ' til'aLZI 1111 086 000*91 • ' A 0* ' • L6'017EI 66t2 LI6'2I . . 0 ' ' ' 02'282 9171196 £28'21 . 0 ' • • L17'17Z171 9Z.L2•Z26 02L OA ' ' ' Z2'17217'1 ZZ9L'Z176 L99'2I ' £017L17T 6ttL'.7.£6 ' ' 0 A' ' • 6£'28171 1262=6 002'ST ' ' 0 A' ' ' 177.. 0LLE'ZI6 LI17'2I ' • 0 A" • ' 6L*G9171 9.2L106 • • OA' • ' 989£171 908068 02Z•SI • ' 0 A , . ' 17-7-90171 8178I L9I'21 ' ' 0A ' ' 0669E1 66617".7L8 £80'21 0•002.7 O'SL81 00I 0'2 "0 (Sd0)0 (d)3W11106 (SUA)3WII (SA3) S1VA83INI 3111NIW-3AIJ NI HdtPASO)daAH HdMO)AGAH AdOW W is i . , 98£`96£ T817'Si7 8 ZZZ'0017 ZZZ '6£ L 606 • t7L£ £L8 9 106'1Z£ 9TT'T SL£' 9t Z L6S '£ T 0L?'9LT Z.t78'L £ S£6•OTT SZL'£ L£S•8t7 t7£T'T T (SA3) S31tiN I a80 83mbn Nti3W 83t3WnN Hdti89080AH 1 I Nn Hdti89 S 1tiAJ31N I NO 11tiN I WJ3130 HdtiJ90JGAH 1 I Nn Can . OZ- = Sl1nS38 JO 0N3 JOd (SBf OH) 3W I 1 1300W 001 = Sl1nS38 dO 9N I NN 193A 803 (S)An0H) 3W I 1 1300W : S1I W I 1 9N 11S I 1 Hdti89080AH ddONn8 LL6 ' = J013t'd 8n0H -17 age)* = 8013tid 8110H -9 Z T 6 ' = J013tid 8n0H -£ 8T9' = 8013 JnOH -T 909* = J013tid 31nN I W -0£ SSS ' = 8013tid 31fN I W -S :S8013tid NOIlOn03J V3Jti -H1d30 NOI1Ei1IdI33Jd 03Id133dS J3Sn* 9L = (HON I )11tidN I tiJ wioH-tz )1 3d 03I d 133dS 9£'£ = (1IONI)11%idNItii JnOH -9 }fti3d 03IdI33dS 91 ' Z = (HON I )11tidN I ti8 Bn0H -£ )iti3d 03 I d I O3dS 111 = (HON I )11tidN I ti8 JnOH -1 >Iti3d 03 I d I O3dS £8' = (H3NI )11tidNItiJ S31nNIW -0£ MV 3d 03IdI33dS it' = (H3NI) 11HdNItiJ S31nNIW -S }fti3d 03IdI33dS *03Id133dS T# 1300W Hdk 9OJGAH* 11L ' = NO 113ti8d SSO1 M01 a6L' = (Jn0H /H3NI) 31tiJ SSO1 03HS831kiM WfNI XtiW 0313313S Hdti89 -S (183S30/03d013A30Nn) A311VA 31IW- 38tin0S /Sd3 000' = MOld3Sti)3 S383ti 000i7 S£ = d38ti 03HSJ31VM 080' = d013dd N I Still 133d 000'09t = 3S8n0OJ31k1M 9NO1ti NO I lti I HVA NO I.WA313 133d 000•006£ = 0I081N33 01 1N I Od NO I1V81N33N0O WOJd H19N31 133d 000 ' 00ZL = H19N31 3S81103J3.1'iM U80 • £ T = 3W11-9V1 dO 39ti1N3383d 1tiny31N I 1 I Nn S31nN I W 000 ' S = I I Nf 31411 Hd V 890J0AH 11 Nn SJnOH L£9' = 3WI1 Jt,'1 3SJn03831)M (1# WV3J1S 01 0300 ti Hdv9oHaAH -1 I Nn ) »» ) S I SA1tiNti Hdti890J0AH -1 I Nn < < < < < = 3003 SI 00 300N 01 0 T , T 1717 3Q0N WOJd SS3O0Jd MOld ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** A • • J • • 617'6 ?8 O£r.6'UL£T 000"OZ • A ' • i7 C)17 0OTZ'S9£1 LT6 A m T0'L•£8 0t8tr'6S£T ££8'61 A ' • i • • L918 0L1 0L61 • A iJ £9'1£8 09 T L99*61 9 55.862 316.007 - 10 61.586 245.079 11 65.925 185.744 = 12 69.500 153.068 13 72.258 118.065 ~~ 14 74.516 96.682 = 15 76.473 83.767 16 78.316 78.918 = 17 79.901 67.860 18 81.387 63.616 = 19 82.701 56.230 - 20 83.947 53.351 21 85.099 49.327 00, 22 86.150 44.999 23 87.092 40.308 = 24 87.945 36.530 MI 25 88.730 33.603 26 89.515 33.603 - 27 90.293 33.334 28 90.929 27.198 "og 29 91.504 24.641 30 92.080 24.641 WO 31 92.642 24.046 ...it 32 93.086 19.042 33 93.505 17.917 , 34 93.923 17.923 35 94.338 17.731 ^� 36 94.732 16.875 ~~ 37 95.124 16.811 38 95.517 16.792 = 39 95.878 15.456 40 96.168 12.426 ~~ 41 96.456 12.311 12.324 96 743 12 42 ^ ^ ~~ 43 97.007 11.288 44 97.243 10.086 45 97.478 10.087 "" 46 97.713 10.061 47 97.916 8.680 -^ 48 98.099 7.836 `° 49 98.282 7.837 50 98.463 7.734 - 51 98.606 6.136 52 98.737 5.599 ~~ 53 98.868 5.599 54 98.998 5.599 ~~ 55 99.129 5.599 At ,J6 99.260 5.599 57 99.391 5.599 - 58 99.522 5.599 59 99.652 5.599 all 60 99.783 5.599 . 61 99.914 5.599 62 100.000 3.682 .01 40 401 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 151.8438 TOTAL STOFM RUNOFF VOLUME(ACRE-FEET) = 66.0126 . 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22.000 62.000 1352.0 2.79 1363.0 40.044 22.083 62.000 1346.5 2.79 1357.6 39.968 ' 22.167 62.000 1340.9 2.78 1352.1 39.891 22.250 62.000 1335.5 2.78 1346.6 39.814 - 22.333 62.000 1330.9 2.77 1341.3 39.743 ~~ 22.417 62.000 1326.3 2.77 1336.3 39.674 22.•00 62.000 1321.8 2.77 1331.5 39.607 -~ 22.583 62.000 1317.2 2.76 1326.7 39.542 22.667 62.000 1312.7 2.76 1322.1 39.477 . 22.750 62.000 1308.4 2.75 1317.5 39.414 22.833 62.000 1304.2 2.75 1313.1 39.353 - 22.917 62.000 1300.1 2.75 1308.8 39.293 ~~ 23.000 62.000 1296.1 2.74 1304.6 39.235 23.083 62.000 1292.2 2.74 1300.4 39.178 - 23.167 62.000 1288.3 2.73 1296.4 39.122 23.250 62.000 1284.5 2.73 1292.5 39.067 °- 23.333 62.000 1280.5 2.73 1288.5 39.012 - 23.417 62.000 1276.6 2.72 1284.6 38.957 23.500 62.000 1272.7 2.72 1280.7 38.902 - 23.583 62.000 1268.9 2.72 1276.8 38.848 23.667 62.000 1265.2 2.71 1273.0 38.795 ' 23.750 62.000 1261.6 2.71 1269.2 38.742 23.833 62.000 1258.0 2.71 1265.5 38.691 ~~ 23.917 62.000 1254.5 2.70 1261.8 38.640 - 24.000 62.000 1251.1 2.70 1258.3 38.591 24.083 62.000 1240.7 2.70 1253.4 38.504 24.167 62.000 1217.3 2.68 1243.7 38.321 24.250 62.000 1177.5 2.66 1225.4 37.991 . 24.333 62.000 1119.3 2.63 1195.0 37.469 . 24.417 62.000 1040.6 2.58 1149.6 36.719 24.500 62.000 937.5 2.51 1086.2 35.695 . 24.583 62.000 793.3 2.42 1001.7 34.260 24.667 62.000 630.0 2.28 896.4 32.425 4. 24.750 62.000 514.9 2.15 781.7 30.588 24.833 62.000 441.3 2.03 674.1 28.984 "° 24.917 62.000 384.8 1.94 581.6 27.628 . 25.000 62.000 338.1 1.85 507.6 26.460 25.083 62.000 300.2 1.76 452.7 25.410 = 25.167 62.000 266.9 1.69 407.8 24.440 w* 25.250 62.000 238.6 1.61 366.6 23.558 25.333 62.000 212.9 1.55 329.2 22.757 °= 25.417 62.000 190.9 1.49 295.4 22.037 25.500 62.000 170.9 1.44 265.0 21.389 . 25.583 62.000 153.4 1.39 237.7 20.808 25.667 62.000 137.6 1.35 213.2 20.287 ~~ 25.750 62.000 123.9 1.32 191.3 19.823 -- 25.933 62.000 111.3 1.28 171.8 19.407 ��'917 62.000 100.5 1.25 154.3 19.036 26.000 62.000 90.9 1.23 138.7 18.707 ~~ 26.083 62.000 83.0 1.20 125.0 18.418 26.167 62.000 75.6 1.18 112.9 18.161 =" 26.250 62.000 69.1 1.17 103.4 17.925 ~_ 26.333 62.000 62.9 1.15 98.9 17.677 26.417 62.000 57.6 1.13 97.4 17.403 =" 26.500 62.000 52.5 1.11 95.9 17.104 26.583 62.000 47.9 1.09 94.1 16.786 °° 26.667 62.000 43.9 1.07 92.3 16.452 =w 26.750 62.000 40.7 1.05 90.4 16.109 26.833 62.000 37.6 1.02 88.5 15.758 . 26.917 62.000 34.5 1.00 86.6 15.400 27.000 62.000 31.9 .98 84.5 15.038 441, 27.083 62.000 29.7 .95 82.5 14.674 27.167 62.000 27.6 .93 80.5 14.309 . 27.250 62.000 25.4 .91 78.5 13.944 .. 27.333 62.000 23.5 .88 76.5 13.579 27.417 62.000 21.9 .86 74.4 13.217 . 27.500 62.000 20.2 .84 72.4 12.857 27.583 62.000 18.5 .81 70.4 12.500 ail 27.667 62.000 16.9 .79 68.5 12.145 27.750 62.000 15.4 .77 66.5 11.793 0.. 27.833 62.000 14.0 .74 64.6 11.445 ~= 27.917 62.000 12.6 .72 62.6 11.100 28.000 62.000 11.3 .70 60.7 10.760 - 28.083 62.000 10.1 .68 58.8 10.424 28.167 62.000 9.2 .66 57.0 10.095 ~ 28.250 62.000 8.5 .64 55.2 9.773 26.333 62.000 7.8 .61 53.4 9.459 28.417 62.000 7.2 .59 51.7 9.153 ~- 28.500 62.000 6.6 .58 50.0 8.854 28.583 62.000 6.0 .56 48.4 6.563 -~ 28.667 62.000 5.4 .54 46.8 8.278 _, 28.750 62.000 4.9 .52 45.2 8.000 28.833 62.000 4.4 .50 43.7 7.730 - 28.917 62.000 3.9 .49 42.2 7.466 29.000 62.000 3.4 .47 40.8 7.208 29.083 62.000 2.8 .45 39.3 6.957 29.167 62.000 2.3 .44 38.0 6.711 29.250 62.000 1.9 .42 36.6 6.472 29.333 62.000 1.8 .41 35.3 6.241 29.417 62.000 1.6 .39 34.1 6.018 29.500 62.000 1.5 .38 32.8 5.802 29.583 62.000 1.4 .36 31.7 5.594 29.667 62.000 1.3 .35 30.5 5.393 ,� 29.750 62.000 1.2 .34 29.4 5.196 29.833 62.000 1.1 .33 28.4 5.011 °vi 29.917 62.000 1.0 .31 27.3 4.829 m, **************************************************************************** 4./ FLOW PROCESS FROM NODE .42 TO NODE . 43 IS CODE = 3 °= >>>>>MODEL FLOW-THROUGH DETENTION BASIN ROUTING<<<<< "io ==,=__ ==_______ _ _____ _ m, .1 ' ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW-THROUGH DETENTION BASIN ~° USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: Ago DEAD STORAGE (AF) = 38.300 ~~ SPECIFIED DEAD STORAGE(AF) FILLED = 38.300 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 EZS'8E L'ILSE Zt't t'ESLE 00E'SE EEB 8EE E'9L8E Tg 8986E 00E OSL*9T - 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(awnIpA pue) 1 144dap anT4mal.ta A , , (T WV38IS) MO1ANI 00L 'E9 00'0000T E6'9 ET 00L'T9 000006 OL'9 ZT 00L 3 00'0008 gt"9 TT 00L'tS 00'000L tT*9 OT 00L'OS 000009 OL'S 6 00L 00'000g gT's 8 00L'6E 00'000t gg't L 00L'EE 00'000E 88'2 9 00L"SZ 00'000Z ZT'E r- m 001. 1.1 00'000T 6T"Z t 00L 00'00S 8S'1 £ 00L"E 0000T 000 00 00 1 (AV) (SAM (IA) d38wnN 39VW11S moldino Hid3a 1VNABINI :NOIIVIANOANI 35V8013 aw_mo sns3A H1d30 NISV8 16.917 38.300 3495.4 4.27 3691.3 37.173 _^ 17.000 38.300 3349.6 4.16 3495.3 36.170 17.083 38.300 3285.5 4.09 3365.7 35.618 . 17.167 38.300 3246.1 4.06 3292.8 35.296 17.250 38.300 3205.0 4.03 3243.8 35.029 - 17.333 38.300 3151.5 3.99 3196.0 34.723 =° 17.417 38.300 3078.6 3.95 3137.0 34.321 17.500 38.300 2983.1 3.89 3059.6 33.794 '� 17.583 38.300 2859.7 3.82 2967.4 33.053 17.667 38.300 2695.7 3.72 2851.9 31.977 =~ 17.750 38.300 2510.1 3.59 2702.0 30.655 =° 17.633 38.300 2340.2 3.46 2535.4 29.311 17.917 38.300 2197.7 3.35 2375.0 28.090 . 18.000 38.300 2077.2 3.25 2232.1 27.023 18.083 38.300 1981.9 3.16 2110.2 26.140 . 18.167 38.300 1909.5 3.09 2011.2 25.439 18.250 38.300 1849.2 3.02 1931.8 24.870 . 18.333 38.300 1797.8 2.97 1866.6 24.396 . 18.417 38.300 1755.1 2.92 1812.4 24.002 18.500 38.300 1721.2 2.89 1767.7 23.682 *w 18.583 38.300 1695.8 2.86 1732.1 23.432 18.667 38.300 1682.3 2.84 1706.2 23.267 901I 18.750 38.300 1680.0 2.83 1691.1 23.191 ~ 18.833 38.300 1679.8 2.82 1684.4 23.159 18.917 38.300 1677.9 2.82 1681.0 23.138 � 19.000 38.300 1672.8 2.82 1677.6 23.104 19.083 38.300 1664.5 2.81 1672.2 23.051 ^= 19.167 38.300 1654.7 2.80 1664.6 22.983 19.250 38.300 1644.6 2.80 1655.6 22.907 ~~ 19.333 38.300 1633.5 2.79 1645.6 22.823 =° 19.417 38.300 1621.5 2.78 1634.7 22.732 19.500 38.300 1609.7 2.76 1623.2 22.639 - 19.583 38.300 1598.6 2.75 1611.8 22.549 19.667 38.300 1588.1 2.74 1600.7 22.462 . 19.750 38.300 1578.0 2.73 1590.1 22.379 ~~ 19.833 38.300 1568.4 2.72 1579.9 22.300 19.917 38.300 1559.0 2.72 1570.2 22.223 = 20.000 38.300 1549.5 2.71 1560.6 22.147 20.083 38.300 1540.2 2.70 1551.1 22.071 - 20.167 38.300 1530.4 2.69 1541.6 21.994 20.250 38.300 1520.3 2.68 1531.8 21.915 °° 20.333 38.300 1510.6 2.67 1522.0 21.837 -~ 20.417 38.300 1501.4 2.66 1512.4 21.761 20.500 38.300 1492.7 2.65 1503.2 21.689 °= 20.583 36.300 1484.4 2.65 '1494.4 21.621 20.667 38.300 1476.2 2.64 1485.9 21.554 . 20.750 38.300 1468.0 2.63 1477.6 21.488 . 20.833 38.300 1459.8 2.62 1469.4 21.422 20.917 38.300 1451.6 2.62 1461.2 21.357 . 21.000 38.300 1443.7 2.61 1453.1 21.292 21.083 38.300 1436.1 2.60 1445.1 21.230 . 21.167 38.300 1428.5 2.59 1437.4 21.169 21.250 38.300 1421.1 2.59 1429.8 21.108 . 21.333 38.300 1413.1 2.58 1422.1 21.046 . 21.417 38.300 1405.2 2.57 1414.3 20.983 21.500 38.300 1398.1 2.56 1406.7 20.924 . 21.583 38.300 1391.7 2.56 1399.6 20.870 21.667 38.300 1385.6 2.55 1393.0 20.819 . 21.750 38.300 1379.7 2.55 1386.8 20.770 . 21.833 38.300 1374.0 2.54 1380.8 20.723 21.917 38.300 1368.4 2.54 1375.1 20.678 . 22.000 38.300 1363.0 2.53 1369.4 20.633 22.083 38.300 1357.6 2.53 1363.9 20.589 ~ 22.167 38.300 1352.1 2.52 1358.4 20.546 ~ 22 38.300 1346.6 2.52 1353.0 20.502 •?'133 38.300 1341.3 2.51 1347.6 20.459 22.417 38.300 1336.3 2.51 1342.3 20.418 ~~ 22.500 38.300 1331.5 2.50 1337.2 20.378 22.583 38.300 1326.7 2.50 1332.3 20.339 - 22.667 38.300 1322.1 2.49 1327.6 20.302 ~° 22.750 38.300 1317.5 2.49 1322.9 20.265 22.833 38.300 1313.1 2.48 1318.3 20.229 = 22.917 38.300 1308.8 2.48 1313.9 20.193 23.000 38.300 1304.6 2.48 1309.5 20.159 . 23.083 38.300 1300.4 2.47 1305.3 20.126 23.167 38.300 1296.4 2.47 1301.2 20.093 ~- 23.250 38.300 1292.5 2.46 1297.1 20.061 _ 23.333 38.300 1288.5 2.46 1293.1 20.029 23.417 38.300 1284.6 2.46 1289.2 19.998 - 23.500 38.300 1280.7 2.45 1285.2 19.966 23 38.300 1276.8 2.45 1281.3 19.935 ~ 23.667 38.300 1273.0 2.45 1277.4 19.904 .. 23.750 38.300 1269.2 2.44 1273.6 19.874 23.833 38.300 1265.5 2.44 1269.8 19.844 23.917 38.300 1261.8 2.44 1266.1 19.814 24.000 38.300 1258.3 2.43 1262.5 19.785 24.083 38.300 1253.4 2.43 1258.5 19.750 24.167 38.300 1243.7 2.42 1252.5 19.690 24.250 38.300 1225.4 2.41 1241.7 19.578 ~~ 24.333 38.300 1195.0 2.39 1222.8 19.387 24.417 38.300 1149.6 2.35 1192.4 19.092 - 24.500 38.300 1086.2 2.30 1147.5 18.669 24.583 38.300 1001.7 2.24 1085.2 18.094 ~. 24.667 38.300 896.4 2.15 1008.8 17.320 ~ 24.750 38.300 781.7 2.05 926.7 16.321 24.833 38.300 674.1 1.94 838.0 15.192 =~ 24.917 38.300 581.6 1.82 744.3 14.072 25.000 38.300 507.6 1.72 655.3 13.055 ~ 25.083 38.300 452.7 1.63 577.2 12.197 .v. 25.167 38.300 407.8 1.56 514.7 11.461 25.250 38.300 366.6 1.48 470.2 10.747 .. 25.333 38.300 329.2 1.41 434.3 10.024 25.417 38.300 295.4 1.33 398.5 9.314 ~~ 25.500 38.300 265.0 1.26 363.7 8.635 25.583 38.300 237.7 1.20 330.7 7.994 - 25.667 38.300 213.2 1.13 299.8 7.398 ~° 25.750 38.300 191.3 1.08 271.2 6.848 25.833 38.300 171.8 1.02 244.8 6.345 � 25.917 38.300 154.3 .98 220.8 5.887 26.000 38.300 138.7 .93 199.0 5.472 4W 26.083 38.300 125.0 .90 179.3 5.098 26.167 38.300 112.9 .86 161.5 4.763 ~° 26.250 38.300 103.4 .83 145.8 4.471 4. 26.333 38.300 98.9 .81 132.7 4.238 26.417 38.300 97.4 .79 122.6 4.065 = 26.500 38.300 95.9 .77 115.0 3.933 26.583 38.300 94.1 .76 109.1 3.830 . 26.667 38.300 92.3 .75 104.4 3.747 =° 26.750 38.300 90.4 .75 100.8 3.675 26.833 38.300 88.5 .73 98.4 3.607 . 26.917 38.300 86.6 .72 96.6 3.538 27.000 38.300 84.5 .70 94.7 3.468 ~= 27.083 38.300 82.5 .69 92.8 3.398 ^., 27.167 38.300 80.5 .67 90.9 3.326 27.250 38.300 78.5 .66 88.9 3.255 =° 27.333 38.300 76.5 .65 87.0 3.182 27.417 38.300 74.4 .63 85.0 3.109 . 27.500 38.300 72.4 .62 83.0 3.036 27.563 38.300 70.4 .60 81.i 2.963 27.667 38.300 68.5 .59 79.1 2.890 27.750 38.300 66.5 .57 77.1 2.817 27.833 38.300 64.6 .56 75.1 2.744 27.917 38.300 62.6 .54 73.2 2.671 . 28.000 38.300 60.7 .53 71.2 2.599 28.033 38.300 59.8 .51 69.3 2.527 . 28.167 38.300 57.0 .50 67.3 2.456 28.250 38.300 55.2 .48 65.4 2.385 = 28.333 38.300 53.4 .47 63.5 2.316 . 28.417 38.300 51.7 .46 61.7 2.247 28.500 38.300 50.0 .44 59.8 2.180 . 28.583 38.300 48.4 .43 58.0 2.113 28.667 38.300 46.8 .42 56.2 2.048 . 28.750 38.300 45.2 .40 54.5 1.984 ,. 29.833 38.300 43.7 .39 52.8 1.922 28.917 38.300 42.2 .38 51.1 1.860 °= 29.000 38.300 40.8 .36 49.5 1.800 29.083 38.300 39.3 .35 47.9 1.742 ~ 29.167 38.300 38.0 .34 46.3 1.684 . 29.250 38.300 36.6 .33 44.8 1.628 29.333 38.300 35.3 .32 43.3 1.573 -~ 29.417 38.300 34.1 .31 41.8 1.520 29.500 38.300 32.8 .30 40.4 1.468 . 29.583 38.300 31.7 .29 39.0 1.418 29.667 38.300 30.5 .28 37.6 1.368 - 29.750 38.300 29.4 .27 36.3 1.321 _~ 29.833 38.300 28.4 .26 35.1 1.275 29.917 38.300 27.3 .25 33.8 1.230 ~ - **************************************************************************** ~ FLOW PROCESS FROM NODE 42.00 TO NODE 41.00 IS CODE = 1 ~- >>>>>UNIT-HYDROGRAPH ANALYSIS<<<<< ========___________ _ _ _ = ~ (UNIT-HYDROGRAPH ADDED TO STREAM #2) = _ WATERCOURSE "LAG" TIME = .691 HOURS °= UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 12.065 . ,~ WATERCOURSE LENGTH = 19400.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 11100.000 FEET - ELEVATION VARIATION ALONG WATERCOURSE = 1240.000 FEET BASIN FACTOR = .040 ~-' WATERSHED AREA = 1110.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE ~~ VALLEY(DEVELOPED): "= "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .400 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .590 ~~ MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .010 VALLEY(UNDEVELOPED/DESERT): . "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .656 . LOW LOSS FRACTION = .513 . *HYDROGRAPH MODEL #1 SPECIFIED* . SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .45 . SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .93 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.25 .= SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.50 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.85 ~i, SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 9.42 ~ *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 :I0-MINUTE FACTOR = .606 1-HOUR FACTOR = .618 . 3-HOUR FACTOR = .912 6-HOUR FACTOR = .958 = 24-HOUR FACTOR = .977 . RUNOFF HYDROGRAPH LISTING LIMITS: . MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 10.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 = AV == _______________-____ ~A UNIT HYDROGRAPH DETERMINATION _ INTERVAL "S" GRAPH UNIT HYDROGRAPH ~- NUMBER MEAN VALUES ORDINATES(CFS) ~~ 1 .740 99.321 __ 2 2.396 222.361 3 4.810 324.015 - 4 8.606 509.517 5 13.576 667.260 -~ 6 19.785 833.448 _ 7 27.237 1000.391 8 38.019 1447.447 - 9 51.631 1827.160 10 60.030 1127.600 - 11 66.616 884.102 _~ 12 72.020 725.409 13 76.274 570.984 ~~ 14 79.740 465.393 15 82.597 383.495 -~ 16 84.965 317.810 17 87.050 279.989 . 18 88.704 221.927 ~ 19 90.127 191.010 20 91.369 166.782 ~~ 21 92.352 132.008 22 93.182 111.325 - 23 93.963 104.964 ~~ 24 94.669 94.751 25 95.338 89.750 - 26 95.935 80.188 27 96.489 74.364 ~~ 28 96.979 65.765 29 97.402 56.808 . 30 97.723 43.013 AS 31 98.014 39.063 32 98.269 34.229 . 33 98.475 27.638 34 98.639 22.068 to 35 98.731 12.325 = 36 98.821 12.155 37 98.912 12.130 . 38 98.999 11.685 39 99.075 10.292 . 40 99.151 10.186 Ad 41 99.227 10.213 42 99.299 9.577 = 43 99.348 6.660 44 99.398 6.645 . 45 99.447 6.648 46 99.497 6.644 - 47 99.546 6.620 48 99.595 6.613 49 99.645 6.614 - ` 50 99.694 6.612 ~° 51 99.743 6.568 52 99.792 6.550 . 53 99.840 6.549 - 54 99.889 6.550 55 99.935 6.121 ^'s 56 99.938 .389 57 99.941 .388 .. 50 99.943 .389 as 59 99.946 .357 60 99.949 .324 ~~ 61 99.951 .325 62 99.953 .324 = 63 99.956 .335 64 99.959 .356 ~~ 65 99.961 .356 . 66 99.964 .355 67 99.966 .310 ~~ 68 99.967 .171 69 99.969 .162 == 70 99.970 .162 _ 71 99.971 .162 72 99.972 .163 ~~ 73 99.973 .162 74 99.975 .162 75 99.976 .162 - 76 99.977 .162 77 99.978 .162 ~~ 78 ' 99.980 .163 79 99.981 .162 . 80 99.982 .161 81 99.983 .163 - 82 99.984 .161 ~~ 83 99.986 .163 84 99.986 .110 - 85 99.987 .077 86 99.987 .075 -' 87 99.988 .077 88 99.989 .076 89 99.989 .077 ~- 90 99.990 .075 91 99.990 .085 92 99.991 .075 93 99.991 .075 94 99.992 .075 ~~ 95 99.993 .075 96 99.993 .075 = 97 99.994 .075 98 99.994 .075 °. 99 99.995 .075 "is 100 99.995 .075 101 99.996 .075 m 102 99.997 .075 103 99.997 .075 >. 104 99.998 .075 105 99.998 .075 . 106 99.999 .075 . 107 99.999 .075 108 100.000 .075 100 000 020 ^� 10� ^ ^ 461 -- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 429.2863 ~- TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 421 .8047 . . k. 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OA • 9E"GLE 6t66•9TZ ESO"GT • • OA ' • Z.7•69E 860t*tTzr. 000"ST • • 0 • ' LS'T9E 0L98*TTZ LT6'17T • • OA • " ZE"ZGE 89LE•6047 EES•tT • . • .0 • 89*O1 t0S6"907 OrAL"tT • ' • 'AO ' 9E*ZZE Tt09•1707 L99 t71 VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .200 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .381 = LOW LOSS FRACTION = .230 *HYDROGRAPH MODEL #1 SPECIFIED* =m SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .52 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.06 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.41 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.82 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 4.38 mow SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 10.90 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 30-MINUTE FACTOR = .606 1-HOUR FACTOR = .618 3-HOUR FACTOR = .912 6-HOUR FACTOR = .958 24-HOUR FACTOR = .977 � RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 UNIT HYDROGRAPH DETERMINATION = INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) - ___________ ____ 1 1.277 138.871 -^ 2 4.776 380.382 3 10.197 589.345 4 18.167 866.615 = 5 30.155 1303.270 6 50.111 2169.720 ~� 7 61.166 1201.977 8 67.981 740.871 9 73.034 549.413 10 77.098 441.824 11 80.448 364.271 12 83.256 305.314 13 85.683 263.671 14 87.790 228.995 15 89.588 195.521 16 91.152 170.050 17 92.519 148.606 18 93.675 125.649 19 94.647 105.696 20 95.480 90.545 ~= 77.175 96 189 77 21 ^ ^ 22 96.756 61.655 23 97.111 38.587 24 97.407 32.131 25 97.695 31.314 26 97.956 28.381 27 98.214 28.101 28 98.435 23.925 29 98.638 22.118 30 98.841 22.076 31 99.034 20.983 32 99.223 20.508 77 99.409 20.288 34 99.585 19.078 35 99.665 8.712 36 99.712 5.085 == 37 99.749 4.045 38 99.786 4.013 39 99.823 4.023 40 99.860 4.013 41 99.897 4.014 42 99.933 4.013 43 99.970 4.014 =* 44 100.000 3.222 Au TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 180.6333 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 616.8579 A. = AP 4 -- H O U R S T O R M `"" R U N O F F H Y D R O G R A P H m H`vEIROGRAF'H IN FIVE - MINUTE INTERVALS (CFS) TIME (HRS) VOLUME (AF) Q! (CFS) 0. 275.0 550.0 825.0 1100.0 ,� 15. (_;flv3 333. 9560 563. 99 . �_!V 15.167 3 . 8 / 16 568.55 . OV ' 15.2'.0 341.8146 572.52 . 0 V . 15.333 345. 7823 576.10 . 0 V . ""'" 15.417 349.7434 575.16 . 0 V . i 15.500 353.1 473 566. 84 s . 0 V . 5.583 357. 4537 552. b9 . . 1 0 V . 1.5.667 361. 1134 531.39 . 0. V 15.750 364.5493 498.90 . 0 . V 15.833 367.6 ?57 443.79 . . ► ! V 15.917 370,5299 5; 99 4' 4. 61 ? 0 V . 16.000 373. 4955 430.60 . 0 ! . V 3 776.7°79 478.94 . 0 V . 16.167 38 0. 62 7 856. 67 . 0 i V . ^� 16.250 384.9826 632.33 . . 0 V . J6.333 390.0030 3c? 7'28. 96 . Vi=. 16.417 395.8 58 846.92 . . V 0 j6.500 402.7732 1.007.3 . . V 0 16.583 408. 0773 770.16 . V 0 . . 16.667 412.5491 649.31;? . 0 V 16.750 416. 7473 609.59 . . ;, V . '' 16.833 421.0524 _'4 6 5. i t_? . 0 V 0 16.917 425.3695 626.85 . . 0 V . 17.000 1(.? 4'29. 6618 623.24 . . . 0 V 37. 3 ;U 3 433.9179 617.98 . . 0 ! V . 17.167 438.1 '109 608.83 . . 0 V 17.250 442.2145 595.85 . .0 V . 17.333 446.2019 578.96 . . .0 V . •,.«•• 1 7 . 4 i 7 450.022 554.79 . 0 V . 3. i e JI_;(? 453. 5729 515.48 . . 0 . V. 17.583 456.9456 489.73 . 0 . v. 17.667 460.1911 471.24 . . 0 a V. . 17.750 463.3276 455.4'2 . 0 V 17.833 466.3600 440.31 . . 0 V 17.917 469.2875 425.07 . 0 V m c 0 V 18.0 0 47'2. 14'27 414.57 . . . 18.083 474.9379 405.86 . 0 V . 18.167 477.6709 396.83 . 0 V .0 18.250 480. 3455 388.36 . 0 a .V • ,mr 19.333 482.9568 379.16 . . 0 .V • 18.417 485.5071 370.31 . . 0 . • V . m 1 88.500 487. 99'28 360.91 0 . • V • 18.583 490. 4253 353.20 . . 0 . .V . .so 18.667 492. 81 19 346.53 . . 0 . • V . 18.750 495.1557 340.33 . . 0 . . V . m . 8.833 497.45/5 334.22 . . 0 . • V 1 6 . 9 1 % 499. 7087 326.88 . .0 . . V . 19.000 1(i 50 1 . 923:; 3 .0 . nil 19.083 504.1078 317.23 . ,0 . . V . 19.167 506.2666 313.47 . .0 . V . m . V 0 1.9.250 508.3992 309.65 . .0 19.333 510. 5064 305. 96 . . 0 • m • V • 19.417 51 302.39 . 0 . 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(NOI.WION 1ldWI330)39V1N3M0c1 3AW13.-.HSu (13930/03A013A30Nn)A311 00I = (NOI1V1ON lidwioarmasviNmad 3mn3-11s11 miviNnow 029' = (NOI1V1ON 1tmi3a)39t1N33a3d 3Anus" 11IH1004 000- . 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SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 4.29 = SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 9.79 =~ *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 =m 30-MINUTE FACTOR = .606 - 1-HOUR FACTOR = .618 3-HOUR FACTOR = .912 ~- 6-HOUR FACTOR = .958 24-HOUR FACTOR = .977 - =~ RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 ~~ MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 = ====________========______ ____ _ ~ UNIT HYDROGRAPH DETERMINATION ~- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ~ _ 1 1.385 186.085 2 5.190 511.288 ~~ 3 11.294 820. 133 4 20.134 1187.690 ~~ 5 32.031 1598.565 o 6 50.061 2422.511 7 60.419 1391.691 _ 8 66.927 874.512 9 71.795 653.951 810 522 ~^ 10 '75.686 ^ 11 78.908 432.964 ~~ 12 81.635 366.357 - 13 84.004 318.298 14 86.066 277.068 , 15 87.840 238.421 16 89.394 208.754 -° 17 90.759 183.425 18 91.922 156.310 . 19 92.924 134.628 ~m 20 93.789 116.230 21 94.535 100.190 . 22 95.164 84.440 23 95.593 57.766 WO 24 95.963 49.597 °° 25 96.325 48.658 26 96.659 44.972 "Nli 27 96.992 44.656 28 97.283 39.184 `MI 29 97.545 35.096 . 30 97.805 35.012 31 98.051 33.057 . 32 98.290 32.096 33 98.526 31.687 . 34 98.742 29.079 35 98.873 17.594 . 36 98.979 14.229 ^la 37 99.070 12.236 - 4121 99.161 12.132 39 99.247 11.600 40 99.330 11.147 41 99.413 11.176 = 42 99.499 11.540 43 99.586 11.639 44 99.661 10.173 = 45 99.681 2.665 46 99.700 2.481 47 99.718 2.480 48 99.737 2.481 = 49 99.755 2.475 50 99.773 2.486 51 99.792 2.475 52 99.810 2.481 53 99.829 2.480 54 99.847 2.475 ~= 55 99.863 2.059 56 99.871 1.183 57 99.880 1.173 58 99.889 1.166 59 99.897 1.172 60 99.907 1.292 `~ 61 99.916 1.172 62 99.924 1.172 63 99.933 1.173 64 99.942 1.172 65 99.951 1.172 66 99.959 1.172 67 99.968 1.172 68 99.977 1.173 69 99.986 1.172 70 99.994 1.172 71 100.000 .770 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 243.4264 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 641.7858 =w .11 • A ' ' 0 ' 9t't0E SZOt•EtG EBG'6T • A ' . 0 ' 78 LGOE"Itg 00�I _ • A ' ' 0 • BT'ETE 88LT"6EG LTt*6 • A • • . i ' 6L"LTE 61ZO'LEG EEE'6T • A • . 0 • ZL"ZZE EEESErtEG OGZ*61 ' A ' . 0 ' 06"LZE LOT9"ZEG L9T'61 A ' ' 0 ' ' 86"ZEE tZGE"OES E80"61 A * . 0 ' • Z6'BEE I6!08 ZG 00061 ' • A ' 0' ' E0"9tE 6tZL'GZS L1681 ' ' A ' 0' ' Le'SGE BitE'EZG EE8"BT • • A ' • 0 ' ' ZG't9E 6068O ZG OGL'8I • A ' • 0 ' • 6Z•ELE GO8E"8IG L9981 ' • A ' 0 • • LO•E8E 9608*GIG E8G ' • A' 0 • ' GZ"G6E tTLI'ETG 00G•81 • • 0 • ' OE'IIt Z6tt'OTG LIt'81 • 0 • ' 09"GZt 9919•LOG EEE'BT ' 0 ' " 8Z.'6E17 GQ89'170G 0=8T ' • A' 0 ' • LL'Ogt TO99*TOG L9181 ' • A' 0 ' • IT'Z9t 9gGG'8617 E80'8I • A ' 0 . • GI OEL2 G6t 000"8T ' A • 60 ETZT"Z6t LI6"Lf • A • 0 ' ' 8L • TOG tyL8L ' Bab £28 • LT ' • A ' 0 • 0 t •BIG 9 T EE "Get OGL 'LI • • A • 0 • GE '9EG tI9L • 'St L99" LI ' 0 " 9E •LGG GL90 '8L17 Ear."' 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FLOW PROCESS FROM NODE 41.20 TO NODE 43.00 IS CODE = 5 `° >>>>>MODEL CHANNEL ROUTING BY THE CONVEX METHOD<<<<< == _ _____ . .. THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER . TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5-MINUTE INTERVALS(Reference: the National Engineering Handbook, . Hydrology, Chapter 17, page 17-52, August,1972, . U.S. Department of Commerce). ~= ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 20.00 CHANNEL Z = 2.00 =m UPSTREAM ELEVATION = 1590.00 ~~ DOWNSTREAM ELEVATION = 1530.00 CHANNEL LENGTH(FT) = 3000.00 MANNINGS FACTOR = .035 CHANNEL ROUTING C OEFFICIENT ESTIMATED: - MAXIMUM INFLOW(CFS) = 2428.22 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 1618.43 = CHANNEL NORMAL VELOCITY FOR Q = 1618.43 CFS = 12.94 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .884 - _w MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE UNIT INTERVALS IS CSTAR = .940 .. 00 CONVEX METHOD CHANNEL ROUTING RESULTS: MODEL INFLOW OUTFLOW 441 TIME (STREAM 2) (STREAM 2) (HRS) (CFS) (CFS) - 15.083 1553.9 1538.1 ow 15.167 1571.7 1558.3 15.250 1587.0 1575.5 - 15.333 1600.2 1590.2 15.417 1608.4 1602.0 ~^ 15.500 1604.2 1606.8 15.583 1582.4 1597.9 - 15.667 1542.3 1571.4 .~ 15.750 1483.1 1526.4 15.833 1395.9 1459.7 - 15.917 1303.8 1372.3 16.000 1254.2 1293.1 °� 16.083 1279.2 1264.0 _ 16.167 1397.9 1313.7 16.250 1584.0 1448.3 ~~ 16.333 1799.8 1640.2 16.417 2038.3 1861.3 -~ 16.500 2328.7 2114.3 16.583 2428.2 2345.6 ~~ 16.667 2220.3 2361.3 _~ 16.750 2035.2 2173.5 16.833 1996.2 2031.8 ~~ 16.917 1953.3 1985.5 17.000 1879.1 1933.1 -~ 17.083 1834.5 1869.0 ~� 17.167 1801.2 1826.6 17.250 1765.2 1792.0 ~~ 17.333 1721.4 1753.7 17.417 1668.6 1707.6 = 17.500 1599.7 1650.4 17.583 1519.7 1578.9 ~~ 17.667 1448.8 1502.1 410 17.750 1390.6 1434.7 17.833 1335.7 1376.9 �� 17.917 1284.2 1322.8 18.000 1241.0 1273.6 ^m 18.083 1206.4 1232.7 18.167 1176.2 1199.0 0" 18.250 1146.9 1168.8 . 18.333 1117.2 1139.3 18.417 1086.5 1109.4 - 18.500 1054.5 1078.3 ' 18.583 1023.6 1046.7 *0 18.667 997.2 1017.1 °~ 18.750 974.3 991.6 18.833 952 968.9 MI 18.917 930.7 947.0 19.000 909.7 925.4 00 19.083 892.0 905.3 . 19.167 877.6 888.5 l9'?ci0 864.7 874.4 9EZ' T6Z SGO 'EG ZZO"ELZ IZS'ZE EZS'9GT u8 £t 7 tOG'Zt EG6"Z (SA3)S31VNI1380 s3n1blA NV3W a3awnN Hdid8S0WIAH liNn HdWAS ”S“ 1VA831NI N0i1vNiwa313a HdWASERMAH liNn 00 = sl1ns3a dO 11N3 )JOA (sanoH)3wil ',mow 00'ST = slinsam dO 9NINNI938 80A (SalOW3WI1 1200w :sliwil SNIISI1 HdV8SOWAH AAONIN LL6 = N013VA anoH-tz SG6" = W13VA 8110H-9 ZI6' = )3013J anoH-E 8T9' = 8013d anoH-T 909 = 8013VA 31nNiw-oc SSG' = !A013VA 3111NIW-2 58313VA NOI1XXI38 V38V-H1d3a NOI1V1IdI338d 1:13IAI33AS a3sn* OZ *6 =ffloNirribuNiva anoH-tz MV3d 133IA133dS EE'E = (H3NI)11VANIV8 8110H-9 MV3d a3IA133dS EE'Z = (1-13NI)11VANIW1 anoH-c MV3d a3IAI33dS ET'T = (H3NI)11VANI noH-T MV3d a3IA133dS GS' = (F3NI)11VANIV8 S311 E MV3d MIAIO3dS Ztr' =(-13NI s3InNiw-s MV3d 113IAI33dS *Q3IdI33dS T# - mow HdtPASOWAH* 069 = NOI10V8A SS01 M01 176L" = (8110H/H3NI)31WA SS01 a3HSH31VM wnwixtow (1313313S Hdtd8S-S (1)A3SM/1338013A3UNMA311VA 31IW-38V110S/SA3 000' = MO1A3SVE S33id 0006TT = k13&; a3HS831VM 0E0' = 013VA Nisve 133d 0000t = 3S8f103831VM 9NO1V NOI1VI&VI NOI1VA313 133d 000'000t = aI081N33 01 1NIOd NOI1V81N33N00 WO8A H19N31 133A 000'00Z9 = H19N31 3S8f103H31VM 60170E = 3WI1-9 AO 30V1N3383d 1VA831NI liNn s3InNiki 000 = liNn 31411 HdV890811AH liNn sanoH 17L = 3WI1 EJ1 SU (Z# WV3a1S 01 a3aay Hdt >)>>)SISAltINV Hdk/U90811AH-1IN11((((( T = 3ao3 SI 00 "1' 3aoN 01 OE t MON WO8A SSMOMd MOld **************************************************************************** 17 t*L9L 000"OZ E'ZBL t'SLL LI6'61 9"Z.61. .178L £2861 0't708 17*G6L 0gL'6I 18 6908 L99'6I 6'L18 £80'61 52L.28 6'8Z8 00S 6178 Z'0t8 L1t'6T 9'198 2E£76T 5 65.648 181.198 ~". 6 72.861 103.800 7 77.577 67.873 - 8 81.258 52.976 9 84.237 42.869 10 86.696 35.389 11 88.658 28.232 12 90.424 25.417 13 91.825 20.165 14 93.032 17.378 15 94.008 14.047 16 94.940 13.409 17 95.815 12.587 =* 18 96.507 9.968 19 97.126 8.898 - 20 97.669 7.820 21 98.127 6.596 22 98.529 5.785 23 98.842 4.500 24 99.146 4.376 �� 25 99.450 4.376 26 99.754 4.376 = 27 100.000 3.539 ~~ -- -------------------------- - - TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 60.4781 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 28.6421 410 � .omb • A • 0 ' 8t 'Et ttEO 7 £8S'61 • A • 0 97,"£T L£t6 "EZ 00S "6I . 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E Z69*LST E9S'T 9178'8L IZS' (SA3)S31VNI080 swilvA NV3W 83ewnN Hdt/NSOWAH liNn HJWAS .Su 1VAN3INI NOIIVNIW83130 Hdld88080AH liNn ocroz. = sl1ns3 dO aN3 0.d (s8n0H)3wi1 13aow 00'ST = s11ns3)A dO SNINNIS38 80J (syn0H)3wil 13aow :sliwil SNIISI1 HJWAS080AH JJONn8 LL63* = 8013VJ 8n0H-1 T 8G6 = 8013VJ 8n0H-9 ZT6' = 8013d wloH-c 819' = 8013VJ 8n0H-T 909 = 8013VJ 31nNIW-OE SEM' = 8013VA 31nNIW-S :S8013VA N0I1fl3 V38V-H1J30 NOIIVIIJI338d 03IJI03JS 838n* 9E'L =(HONI)11VANIV8 8n(31-4-tfir MV3J a31133ds sz•E = (H6NI)11VJNIV8 8n0H-9 MV3d a3iionds TZ"7„ = (H3NI)11VANIV8 8110H-E MV3d 03IAID3d8 LT'T = (H3NI)11VANIV8 8n0H-T >Wad 03IJI03dS 68 = (H3NI)11VANIV8 sainNiw-oc MV3J 03IAI33JS Et' =(H3NI)11VJNIV8 831nNIW-G MV3d 03IAI03JS *G3IJI33d5 T# 13a0w Hed8S08GAH* 169' = NOII3WJA SSO1 MO1 ZSL' = (8n0H/H3NI)B1V8 SSO1 am-Ishalvm wnwixtow 03103136 HJV8S-S (JA3s3a/a3doi3A3aNn)A311vA 311W-38 000 = MO1A3SidS 8383V 000•TSZT = V38 GAHS83IVM 8013VJ NISVG 133d 000'06T, = 3S8n0383IVM SNO1V NOI1VI8VA NOUVA313 133J 0000008 = GI081N33 01 INIOd NOIIVHIN33NO3 W08A HI9N21 133d 000 00681 = HI9N31 3881103831VM 2109 = 3WII-9 JO 39 1 liNn s31nNIw 000'2 = liNn 3WII Hd9080AH liNn s8noH 98E'T = 3WII uSVin 3S8n03831VM (Z# WV381S 01 a3aav HdV8908GAH-IINn) >>>>>SISA1VNV HJW.J9080AH-IINn<M‹ = 3a03 SI 00'Et 300N 01 001711 3GON W08J SS3008d MOld **************************************************************************** A • • o Te-zT goet-tz 000-oz A • * o * 88'Z1 EZEDE'tZ. LT6'6T A ' ' S623 9E0E'tZ EE8'6I A • • o • E0'E1 ttTZ•tT, OSL'6T • A ' • 0 • 01 2T LtZT'tZ L99'6I 9 16.256 455.492 - 10 20.013 568.362 11 23.829 577.285 0.0 12 27.907 616.964 ~_ 13 32.133 639.367 14 36.449 652.999 .0 15 40.778 655.031 16 45.108 655.029 ~. 17 49.358 642.986 °00 18 52.756 514.033 19 55.923 479.150 um 20 58.821 438.449 21 61.279 371.974 = 22 63.371 316.495 23 65.295 291.132 24 67.142 279.407 ~~ 25 68.777 247.348 26 70.190 213.737 - 27 71.433 188.023 28 72.641 182.778 ~- 29 73.684 157.876 - 30 74.653 146.586 31 75.544 134.767 - 32 7 6.434 134.632 33 77.324 134.657 ~~ 34 78.168 127.654 35 78.895 110.049 - 36 79.616 109.141 -_ 37 80.338 109.190 38 81.039 106.094 ~~ 39 81.651 92.557 40 82.252 90.959 ~^ 41 82.854 90.983 _ 42 83.449 90.001 43 83.990 81.843 44 84.519 80.050 45 85.048 80.050 -' 46 85.573 79.534 47 86.032 69.386 - 48 86.465 65.529 -. 49 86.898 65.504 50 87.330 65.406 - 51 87.720 58.968 52 88.081 54.546 53 88.442 54.595 ~~ 54 88.802 54.595 55 89.163 54.595 .0 56 89.524 54.546 57 89.885 54.595 . 58 90.246 54.595 °. 59 90.576 49.975 60 90.843 40.344 . 61 91.107 40.001 62 91.372 40.049 "00 63 91.636 40.050 64 91.901 40.000 me 65 92.165 40.000 do 66 92.430 40.098 67 92.686 38.722 mm 68 92.898 30.615 69 93.081 29.091 .0 70 93.273 29.141 ~, 71 93.466 29.091 72 93.658 29.091 73 93.851 29.140 74 94.043 29.141 75 94.235 28.993 -~ 76 94.420 27.960 77 94.600 27.323 = 78 94.781 27.322 79 94.961 27.273 '.. 80 95.141 27.273 = 81 95.322 27.322 82 95.502 27.224 ~ra 83 95.682 27.323 ram 84 95.846 24.766 85 95.978 19.952 ... 86 96.111 20.147 87 96.243 19.952 ~= 88 96.376 20.050 89 96.507 19.950 - 90 96.640 20.050 - 91 96.772 19.950 92 96.901 19.558 ~~ 93 97.012 16.806 94 97.120 16.314 ~~ 95 97.228 16.314 96 97.337 16.511 ~- 97 97.445 16.316 98 97. 16.314 99 97.661 16.413 100 97.769 16.314 101 97.861 13.857 - 102 97.944 12.679 _ 103 '98.029 12.777 104 98.113 12.777 - 105 98.197 12.679 106 98.282 12.777 - 107 98.365 12.677 108 98.450 12.777 109 98.524 11.205 ' 110 98.584 9.140 111 98.645 9.141 112 98.704 9.041 113 98.765 9.141 114 98.825 9.041 115 98.885 9.140 116 98.945 9.141 - 117 99.005 9.041 118 99.065 9.041 119 99.125 9.041 120 99.184 9.041 ~~ 121 99.244 9.041 aw 122 99.304 9.041 123 99.364 9.041 ^� 124 99.424 9.041 125 99.483 9.041 ^ra 126 99.543 9.041 .ra 127 99.603 9.041 128 99.663 9.041 .ra 129 99.722 9.041 130 99.782 9.041 ma 131 99.842 9.041 ram 132 99.902 9.041 133 99.961 9.041 846 100 000 5 �� 134 . , ram ~~ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 506.6689 ^- TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 242.8381 • A 0 " 6E "SST TIT8'98T EOS'6T A 0 TO "6GT 6O17L'S8T 00S "6T • A • 0 17G'T9T 8Str9•i7BT LTtr'6t • A • 0 80 E£ES'EST EE£'6T • A • 0 • SO'L9T EE0tr':18T OSZ•6T • 'A 0 9T"ZLT LZSZ'T8T 49T .A 0 89'SLT TL90•081 £80'6T ' "A 0 SL'BLI ZLS8'8LT 000 "61 •A • 0 OT'Z8T T9Z9'LLI 416"81 .A • 0 6Z•88T OZLE'9LT EE8'81 • " A '0 O6'Z6T ESLO'SLT OSL •8T • • A .0 ?E'96T L9trL'ELT L99'8T ' A •0 £L'66T 9b6£'ZLT £SS'8T . A 0 BZ'SOZ T6TO'ILI OOS "8T • • A 0" tr6 "0TZ £S09'69T LTir'BT A 0• . OZ'6TZ SZST'89T EEE'8T A 0 . • 80 •t7Z_• 6Z •99T OS" "8T • A 0 " trZ "ZEZ 9660'S9t L91'BI A 0 r'_.8'TtrZ TOOS'£9T £80 . AO 89'0SZ Li7E8 "T9I 000'8T • AO " . 9£'SGZ Z8OI '09T !_16 "LT . • 0 8L't9%'.' S6i7E'8ST ££8'LT • 0 A ' ZZ'£LZ L9tS'9ST O!L 'LT ' ' 0 A 6E'S8Z OS99 "i7 T L99 'LT '0 A Lb'E6Z 5669 "ZSI £8S'LT 0 A • OG •OOE 178L9'c)ST 00S . 0 • A T6•ZZE 8809 LT1'LT 0 ' A 66'SZ£ 6tr8E'9LT E£E'LT 0 • A LB'SZE 86ET "17171 OSZ • 0' A 0£ "i7ZE GS68 ' T t, T L9 T' L T ST 'OZE 0Z99'6ET ESc? "LT 0' A • £L•17T£ ZLSi7'LET 000"LT • 0 A • SZ •9OE 968Z'SET LT6'9T • 0 A- • ZS•ZOE tr08T"EET EE8 . . 0 A' 9L•T8Z 6960•1E1 OSL "9T • • 0 A- 11'17LZ 17951 '6ZT L99'91 • 0 A EL E99Z "LZ T E8S - 9 T . 0 A ZS'8SZ 9STtr'SZT OOS•9T . 0 A • " 61•9172 TSE9 "EZI LTtr'9t • 0 A • 8E'8EZ 96E6"I=I £E'£ " - 0 "A ' trE'TEZ 6L6Z'OZT 0S7'9T • 0 •A 6Z'O£Z 9170L "8tt L9T'9T 0•A " SE•LIZ 98TT'LTT £80'91 . • OA 86'ZOZ LTZ9•STT 000'91 0 A 8S'TOZ LEZZ'•17Tt LT6'ST • 0 A LO "TOZ iSEB•ZII £E8'ST . 0 A GS'00Z 90517"TTT OSL'ST 'OA • " Bt7 •661 17690 "c:'T T L99'St ' '0 A " T6'L6T 9569'801 E8S•ST • •0 A 98•S6T 9ZEE'LOI 00S - • '0 A L9'E6T L£86'SOT LTb•ST • " .0 A " 8t '06T 66179 •17OT EEE'ST • ' OA 68'S8T TO17E'£OT 0SZ'ST 0 A ' ' LG'TBT 6650'ZOT L9T "ST • 0A ' EZ'LLT 17608'00T E80"ST 00 0'00£ 0'00Z 0'00T 'c:0 (SA3)0 (3b)3Wf110A (S8H)3WI1 (S30) S1tiA831N I 31f1N I W -3A I 3 NI Hdtii9080AH H d b 8 9 O )3 iI A H 3 3 O N fl 8 W 8 0 1.9 W H — tr Z 19.667 187.8642 152.92 . . Q . V . ~~ 19.750 188.9029 150.82 . . Q . .V . 19.833 189.9269 148.68 . . Q . .V . 19.917 190.9258 145.05 . . Q . .V . ~ 20.000 191.9075 142.54 . . 0 . .V . . *********************************************** =" FLOW PROCESS FROM NODE 43.00 TO NODE 404.00 IS CODE = 5 = >>>>>MODEL CHANNEL ROUTING BY THE CONVEX METHOD<<<<< - ===_ _ _ � . = _ - THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5-MINUTE _° INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17-52, August,1972, -~ U.S. Department of Commerce). ~ ASSUMED REGULAR CHANNEL INFORMATION: „. BASEWIDTH(FT) = 15.00 CHANNEL Z = 1.50 UPSTREAM ELEVATION = 1530.00 - DOWNSTREAM ELEVATION = 1450.00 CHANNEL LENGTH(FT) = 3650.00 MANNINGS FACTOR = .014 - CHANNEL ROUTING COEFFICIENT ESTIMATED: _ MAXIMUM INFLOW(CFS) = 2667.43 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 1822.18 CHANNEL NORMAL VELOCITY FOR 0 = 1822.18 CFS = 28.29 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .943 , , MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE UNIT INTERVALS IS CSTAR = .997 ~ ~- CONVEX METHOD CHANNEL ROUTING RESULTS: MODEL INFLOW OUTFLOW °~ TIME (STREAM 2) (STREAM 2) (HRS) (CFS) (CFS) - 15.083 1740.8 1729.1 15.167 1765.5 1755.4 -- 15.250 1787.1 1778.3 =° 15.333 1806.2 1798.4 15.417 1821.2 1815.1 =« 15.500 1826.6 1824.4 15.583 1817.1 1821.0 ° 15.667 1789.6 1800.8 . 15.750 1744.5 1762.9 15.833 1678.2 1705.3 "~ 15.917 1591.8 1627.1 16.000 1515.7 1546.9 . 16.083 1510.5 1512.7 16.167 1594.0 1559.9 °= 16.250 1748.9 1685.6 *= 16.333 1948.9 1867.1 16.417 2158.0 2072.4 -. 16.500 2409.9 2306.9 16.583 2646.6 2549.7 . 16.667 2667.4 2658.6 _ 16.750 2486.4 2560.2 16.833 2364.8 2414.7 - 16.917 2321.5 2339.3 17'000 2277.3 2295.4 T ? ' T = (HON I )11%7AN I kid dnOH -£ )1ki3d Q3 I 81338S £ T " T = (HON I )11t N I by dnOH- T >1ki3d Q3 I d 133dS 98' = (HONI)11d.dNIV8 S31nNIW -O£ )1d3d Q3IdI03dS T b " = (HON I) 11HdN I kill S31nN I W -5 > '3d 1.13 I .d 13 dS *133I8I338S T# 13QOW Hd TEL' = NOI10V8A SSO1 M01 O(8' = (8n0H /H3NI) 31kiy SSO1 Q3HS831tM WnWI X' N Q3133139 HdH89 -S (183S3Q /Q3d013A3!:INn) A311kin 31I W- 38aMS /SdJ 000" = MO1d3SkiE S3I0ki OOO'ZOT = t38 Q3HS831'M 0£O' = 8010VA NISki8 133A 000'08 = 3S8n0O831dM 9NO1ki NOI1kiI8kin NOI1HA313 133d 000'008T = QI081N33 01 1NIOd NOI1kiy1N33NOO W088 H1SN31 133.E O00'OOOb = HIBN31 3S8n00831VM 17Z6'917 = 3WI1 -8ti1 AO 3€1ti1N33 3d 1VA831NI IINf S31nNIW OOO "5 = llNn 3WI1 Hdki'ti1-90'YQAH IINn Sdf0H 8L1 ' = 3W11 "Jdin 3S8n00831VM (Z# Wki381S 01 Q3QQki Hdt dcAH -1 I Nn ) > > > > > S I SA1t Nti H dti8B08GAH -1 I Nn (< < < < = 3Q03 SI 00'17017 3GON 01 00"17017 3QON WOyd SS3O08d M018 ********************************************** * * * * * * * * * * * * * * * * * * * * * * * ** * **: ** 5'££6 8'8(76 000'07 O "9176 (. ' Ob6 L16'61 8'656 £'1756 £28'61 £ "£L6 8"L96 OSL'61 L'986 (•'1B6 G99 "61 8 "0001 L'1766 £8g"61 5 "STOT 9'6001 005"61 '0201 0'17(.01 L117'61 9 "S170T O "6£OT £££"61 6'(.901 O'SSOT 0S?'61 9"L8OT £"bL01 L91'6T ?"17011 L "17681 280"61 '8(TT 0 "BTTT 000 5"17511 O'£tTT L16 i7811 "1L11 ££8'81 5 "OT'T 9'861 T OSL'81 £ '117(•1 L'LZ.Z1 L99'81 O '9L= T B £85 "81 0 "£T£T 0'86(..T OO5'81 £ "O5£T L "17££T LTt7'8T 6'98£1 8'L£T £££'81 0'£(17T 17 "LO17T 05 2'29171 9'517171 L91'81 £ '60S1 8'88171 £80'81 (. ' 195 1 O41 OOO " 81 (.'8191 x'£651 L16 "L1 6"Z891 £ "17591 £28'LT T'LSLT Z."b'LI OSL'LT 9'6£81 9'17081 L99"LT B 261 "0681 £85 ' L T 8 "ZOO,, L'6961 002'LT 9 "TLOZ. L "050 ' L1tt'L1 (.'811. L'IOT,? £££"LT 8 "9512= _ '171? 0g7.'LI ( "17612 6'LLT? L9T'L1 i_y' b L'LTZZ £8O'LT SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.24 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 6.93 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 30-MINUTE FACTOR = .606 = 1-HOUR FACTOR = .618 3-HOUR FACTOR = .912 6-HOUR FACTOR = .958 =# 24-HOUR FACTOR = .977 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 UNIT HYDROGRAPH DETERMINATION = INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES<CFS> 5.557 68.548 2 29.096 290.367 3 57.974 356.236 4 72.145 174.808 °= 5 79.274 87.939 � 6 84.174 60.440 7 87.757 44.200 8 90.506 33.911 9 92.586 25.658 10 94.157 19.380 11 95.559 17.292 12 96.665 13.639 ~ 13 97.554 10.968 14 98.267 8.794 ~- 15 98.804 6.630 16 99.284 5.917 17 99.713 5.301 18 99.928 2.651 19 100.000 .884 ________ ___________ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 41.1597 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 16.3820 ~m4 MO � � . � � ^ �' • M ^ ^ ^ 0 ^ ES'? 262E^t/T £82•61 ^ A ^ • • 0 • 09^9 9t7TE^17T 002^61 • A ^ ^ ^ 0 ^ 89^9 1693^171 LW61 • A ^ ^ • D ^ LL^9 TE33^171 EEE•61 • A ^ ^ ^ O ^ 98^9 29LT^t"T 023^63 - A ^ ^ • 0 ^ 26^9 3631^t71 191^61 • A ^ ^ ^ D • 20^L t'180^tr1 £80^61 • A ^ ^ ^ 0 ^ 2T^L 83E0^17T 000^61 ^ A • ^ ^ 0 ^ 93^L 9£86^E1 L16^81 ^ A ^ ^ ^ 0 ^ 8E^L. SEE6^ET £28^81 • A ^ ^ • O ^ TG^^L L388^ET 02L^81 • A ^ ^ • 0 ^ t9^L 01£8•ET L99^81 ^ A ^ • ^ O ^ 61.^1_ E8LL^ET B32^81 • A ^ ^ ^ 0 ^ 96^L Lt3L^ET 002^81 • A ^ ^ ^ O ^ 27^8 6699^21 LTtr^81 ^ A ^ ^ ^ 0 • 8E^8 8E19^ET EEE^8T - A ^ ^ ^ 0 ^ 89^8 1922^ET 0G3•81 ^ A ^ ^ ^ 0 ^ 31^6 £9617^ET L.9T^81 * A ^ ^ ^ 0 ^ 172^6 tEEt^ET £80^81 • A ^ ^ • 0 ^ 18^6 8L9E^ET 000•81 • A • ^ ^ O ^ 90^01 300E^ET L16•L1 ^ A ^ ^ ^ O ^ VE^0t 60E3~ET £2.28^L1 ^ A ^ • ^ O • 39^01 L6MT^ET 02.L^LT • A ^ ^ ^ D ^ £6^01 9980~ET L99^L1 ^ A ^ ^ ^ O • 1717^11 £110^ET E8G^LT ^ A ^ ^ • D ^ LT^ZT G3E6^ZT 002^LT ^ /\^ ^ • 0 ^ 31^ET L8t8^3T LTt~LT ^ 8^ • • D ^ 06^ET E8GL^3T EEE^LT ^ A ^ • O ^ 60^21 9399^3T 023•LT * A ^ ^ D ^ 9E^L1 L822^3T L9T^LT ^ A ^ • ^ ^ E3^61 162 m0^LT • A ~ ^ ^ 86^61 L90E^3T 000^LT ^ ^ ^ 0 ^ 6t7^03 169T^3T LT6^91 • ^/\ ^ 0 ~ EL^03 0830^ZT £E8^91 • ^ ^ O - 9G 3288^TT 02'L^9T ^ ^ A • D• ^ 09^33 L9EL^TT L99^91 ^ ^ A ^ n• ^ 2 1182^11 £82^91 ^ ^ /\ • O ^ • 31^tr3 96T 002^91 ^ ^ A ^ D ^ • 6.L^zL3 tE23^11 L117^91 ^ ^ A O ^ ^ • t3^Et 0390^11 E££^91 ^ O ^ A ^ ^ ^ E6^EL 3t9L^0T 0s3 ^ O • A ^ • • 9t^29 1q23^01 L91^91 ^ ^ A • D * ^ 96^63 3t/08^6 £80•91 ^ ^ A ^ ^ D • 90^91 6L62•6 000^91 ^ ^ A ^ • D ^ 19^11 EL817^6 LT6^21 ^ ^ A ^ • O ^ 9E^ZT 2E6E^6 EE8^21 • ^ A ^ • D ^ 8L^11 t80E^6 02L^21 ^ ^ A ^ ^ 0 ^ 6L^11 3L33^6 L99^2T ^ ~ A ^ ^ D ^ 8L^31 09t1•6 E82^ST ^ ^ /\ ^ ^ O ^ £2^21 0820`6 002^21 ^ • h ^ ^ O • 28^LT 1126^8 ^LTt'^2T ^ ^ A ^ ^ ^ [Z^8T 3838^8 EEE^2T ^ ^ /\^ ^ ^ SZ^8T 610L^8 0.23^ST • ^ A •D ^ 91^81 39L2^8 L91^21 ^ ^ A ^ ^ L0^8T 11217^8 E80^ST 0^o@ 0^09 0^0t 0^03 ^0 (SA3)0 (AV)314110/) <S8H>3WIl (SAMS1VA831NI 31ONIW-3AIA NI H6V89O81JAH H6id89O813AH AdON118 W8 OOH-t73 19.667 14.4040 6.45 . 0 . . . V ~� 19.750 14.4479 6.38 . 0 . . . V 19.833 14.4914 6.32 . 0 . . . V 19.917 14.5345 6.25 . 0 . . . V 20.000 14.5771 6.19 . 0 . . . V **************************************************************************** FLOW PROCESS FROM NODE 404.00 TO NODE 404.00 IS CODE = 7 >>>>>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1<<<<< __=______ . ************* FLOW PROCESS FROM NODE 4.00 TO NODE 4.10 IS CODE = 1 >>>>>UNIT-HYDROGRAPH ANALYSIS<<<<< _ (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERCOURSE "LAG" TIME = .420 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 19.843 WATERCOURSE LENGTH = 12200.000 FEET ~~ LENGTH FROM CONCENTRATION POINT TO CENTROID = 2400.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 640.000 FEET BASIN FACTOR = .050 WATERSHED AREA = 585.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .310 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT>: "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .690 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .277 ~~ LOW LOSS FRACTION = .214 *HYDROGRAPH MODEL 441 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .46 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .96 = SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.27 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.47 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.71 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 8.56 � *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 30-MINUTE FACTOR = .606 1-HOUR FACTOR = .618 3-HOUR FACTOR = .912 6-HOUR FACTOR = .958 24-HOUR FACTOR = .977 4* RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 ***> NOTE: RATIO OF (LENGTH TO CENTROID) / (LENGTH OF WATERCOURSE) IS NOT BETWEEN [.25] AND [.75] ' _~ UNIT HYDROGRAPH DETERMINATION . INTERVAL "S" GRAPH UNIT HYDROGRAPH ~= NUMBER MEAN VALUES ORDINATES(CFS) _ 1 1.568 110.924 2 6.154 324.480 ~~ 3 14.932 620.983 ~ 4 27.238 870.633 5 41.576 1014.383 6 55.550 988.659 7 65.848 728.602 ~ 8 73.064 510.503 ~~ 9 77.995 348.845 10 81.463 245.353 ~ 11 84.196 193.365 12 86.305 149.192 ~~ 13 87.922 114.439 14 89.270 95.327 ~ 15 90.452 83.615 16 91.488 73.334 17 92.425 66.296 - 18 93.317 63.092 19 93.964 45.781 = 20 94.567 42.624 _ 21 95.111 38.497 22 95.551 31.146 = 23 95.988 30.896 24 96.405 29.503 25 96.815 29.065 26 97.191 26.571 ~ 27 97.494 21.459 28 97.793 21.161 29 98.054 18.432 ~ 30 98.300 17.432 31 98.531 16.318 ~ 32 98.724 13.665 ~~ 33 98.914 13.454 34 99.067 10.792 - 35 99.204 9.677 36 99.341 9.696 ~~ 37 99.477 9.677 38 99.614 9.677 . 39 99.751 9.677 . 40 99.899 9.677 41 100.000 7.939 ~ °w ___ . TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 85.5662 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 321.9695 .. __- . . 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EE8'6T Z'EZLZ T'9TLZ 0gL'61 £ 617L T„ 8'ItLZ 499'61 g'9LLZ 8'89LZ. E8S'64 Z'S08Z 6'96LZ 00S'61 6'tESZ 8'9Z8Z LIt'6T T'17987.: 6'gg8Z EEE'6T Z'1768.7. 9'S88e7 9'gZ6 89167:7 L91"6T E'LM67: S'et67. E80'61 t'686 t'086 000'6T E*47e70E 8'.71OE LT6'81 9'LgOE O'LtOE EE8'81 1 '660E t'S80E 0L "81 6'tE1 E L99'81 g'IZZE T 'OOZE E8g"81 9"10EE g"LL ZE 00g"81 9 6't9EE E'16tE 8"19tE EEE'8I g 'EO9E 9'89gE 0=8I t '9ELE 8't69E L91'81 1'g68E L'gt8E E80'81 g'18Ot L't;f0t 000'8T t't6c7t g'OEZt LT6'LT L'OEgt 6 EE8'L1 EI'LLLV T'ITLt OgL'LT T'ITOg O'Eg6t L99'L1 1'9TZ:g L'E91g E8g'LT E'66Eg 8'EgEg 00g*LI Z'Eggg 6'81 gg LIt'LT L'IL9g E'Et9g EEE'LT L 'ELLS .7.'9tLg 0ge7'L1 9'1882 8'g L9T'L1 8&709 g'S.L6g E8O'LT SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .45 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .93 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.23 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.30 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.37 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 7.32 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 30-MINUTE FACTOR = .606 1-HOUR FACTOR = .618 3-HOUR FACTOR = .912 = 6-HOUR FACTOR = .958 24-HOUR FACTOR = .977 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 = =================_________======___________=__ UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 3.466 49.044 2 18.830 217.398 3 44.481 362.943 4 66.641 313.561 78.329 165.391 6 84.443 86.499 7 88.114 51.947 _ 8 90.519 34.038 9 92.363 26.088 10 93.861 21.189 11 95.002 16.148 12 95.871 12.303 = 13 96.626 10.683 14 97.318 9.785 15 97.863 7.709 16 98.325 6.544 = 17 98.719 5.578 18 99.042 4.564 .0 19 99.292 3.546 °� 20 99.535 3.436 21 99.778 3.436 -° 22 100.000 3.139 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 34.6733 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 35.0371 41It - . ... • A • - . 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A - • 0 • 01'LE SZLt'9Z L91'LT 9E*6E 0LTZ'9Z E8O'LT 0 ' LZ'Ot 8St6•SZ 000"LT • .A - • 0 " 171 S899"SZ L16"91 . • A . 0 ' £1"Zt ZSBUSZ EE8'91 • • A • • 0 " 18 0S60'SZ OSL•9T . • A • . 0 LZ*Et 1008 L99 • . A - • 0 ' LT IZOS'tZ E8S * ' A ' "0 * 6L'Bt 6L6T'tZ 00g • • A . 0 ' ' Zt'S9 6198 LTt'9T . " A .0 ' ' tZ•86 tiTt'EZ EEE'9T " A 0 ' . " 8E'ZTT 8tEL'ZZ 0G7'9T ▪ A " 0 " " 9L'S8 80961Z 491 . A - - 0 • ZE ZOLE"TZ E80'9T • • A - . 0 - 1t - EE 900 1. 000"9T • • A ' - 0 ' Z6'8Z S008 LT6'SI A * ' 0 • 8L'9Z £109 EES"ST ' ' A " ' 0 • 90'9Z 691t'0 Z OSL"ST ' • A ' ' 0 ' 60'LZ tLEZ'OZ L99'GT 0 - 98'0E 80g0 '0Z 528S'SI A • . 0 - 8L'GE C82861 O0!1 A • ' 0 ' 89"8E 616S LTt'ST • • A • - 0 ' 01'6E GS7E'61 EEE'ST . . A - - 0 • 088E Z9S061 OSZ'ST • ' A' ' ' 0 ' IS'8E 688L81 L9T'S1 • ' A' • 0 " TZ LEZS E8O'ST 000Z O'OGT 000I O'OG "0 (SdO)0 (AV)3W1110A (S8H)3WII (SA3) S1VA83INI 3IfINIW-3AIA NI HdV8908aAH Hdid8 9 0 8aAH AdON118 W 8 01 S rl0 H-t-2.: ., . . . . . 19.667 30.5640 14.46 . Q . . . V 19.750 30.6625 14.30 . Q . . . V 19.833 30.7600 14.15 . 0 . . . V = 19.917 30.8564 14.00 . Q . . . V 20.000 30.9519 13.86 . ************ ~� FLOW PROCESS FROM NODE 5.20 TO NODE 5.00 IS CODE = 1 >>>>>UNIT-HYDROGRAPH ANALYSIS<<<<< (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERCOURSE "LAG" TIME = 1.452 HOURS ° UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES ~~ UNIT INTERVAL PERCENTAGE OF LAG-TIME = 5.740 WATERCOURSE LENGTH = 26600.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 14000.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 330.000 FEET BASIN FACTOR = .050 WATERSHED AREA = 1870.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): = "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .100 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .900 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .792 LOW LOSS FRACTION = .755 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .41 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .84 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.12 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 1.94 ~� SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.02 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 5.94 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 =° 30-MINUTE FACTOR = .606 1-HOUR FACTOR = .618 3-HOUR FACTOR = .912 6-HOUR FACTOR = .958 24-HOUR FACTOR = .977 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 .0 ^se UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) _ __ ~0 .481 108 1 ^ 108.680 ^ ~ - 2 1.442 217.359 2.429 223.191 b8E' Ig Z9T '£6 69 b8E'IG b£6'36 89 GG1'IS LUL'36 L9 b8E' TS 08t'36 99 b8E' IG 3G3'36 G9 ESb "1S G20'36 b9 ESb'IG 86L'16 £9 6L1'09 0L16 39 b•3c ' UL tti 3E ' 16 T9 Sint " ZL t66'06 09 3G9'3L £L9'06 6G Gbb'3L 3GE'06 8G £8G " 3L 3E0'06 LS 1TG "3L ITL'68 9G 17T5'3L 06£'68 SS 690 "EL 69068 bS 369'38 9iL'88 £S 8ES "98 18£'88 ?S 6LG'98 866'L8 IG £LG'98 519'L8 OG 061't6 ZE1'L8 617 L03''GOt 918'98 et Obc 'G0T 1S£'98 Lt £61 "G01 S88"S8 9b 6gi7'L0T 0?b'G8 Stt 608 "LIT Str6 "178 bb 63£'6I1 17217'178 Et 0E9'331 968"£8 317 17817'L 1 t7SE'E8 117 L6L " 1171 06L'38 017 1Ti7'0ST 6G1'38 6E EG I ' T G T t7617 18 8E 036t 938'08 LE 913'891 9E1'08 9E 61E' 161 36E'6L GE 1Ib'L61 91G'8L bE 6GL "861 £L9'LL EE 88E'E02 G6L'9L 1E 906"t347 G68'GL TE 606 "£173 T 06 "17L OE 6t8 338 ' EL 63. . 8179' 163 9LG'ZL 83. ££G ' T b£ 983 L2 £SL'08£ 9LL'69 92 SLT "1717 £6089 r-2 176'6517 L13'99 173. 9LG'88i7 G81 "179 E3. GTI "89G 110'19 33t * GG9 31!6S 13 LT2 "6IL 1719'9G 0;'. t7Gt7' IbL 17EtT'EG 6T 317L'876 SS1 '0G 8T LLL'L96 6170'917 LT ILL'3£6 69L' 117 9T £L9'S176 Gb9 'LE 5 T L08'S16 £9t7'E£ b1 696't'68 1711763 E T 3TL'3b8 9Gb'S 31 3t'3'ET8 0EL' 13 T T 24G'L9L b£1 '81 c71 6IL' T 19 «17L'lT 6 T88'86G 9£031 8 119'i1G L8E'6 L 888'31717 .1711"L 9 biz T ' Z££ bG 1 ' S 5 031'183 G89'£ 17 70 93.386 50.691 � 71 93.565 40.652 72 93.731 37.395 . 73 93.896 37.328 74 94.061 37.395 ~~ 75 94.227 37.466 =° 76 94.392 37.326 77 94.557 37.395 . 78 94.723 37.397 79 94.886 36.841 °. 80 95.042 35.390 .~ 81 95.197 34.971 82 95.352 35.110 ~~ 83 95.507 34.971 84 95.662 35.110 - 85 95.817 35.043 _. 86 95.972 35.040 87 96.127 35.181 - 88 96.264 31.025 89 96.378 25.762 -~ 90 96.493 26.038 91 96.607 25.622 - 92 96.720 25.622 == 93 96.834 25.762 94 96.948 25.762 ~ 95 97.061 25.622 96 97.174 25.624 == 97 97.275 22.713 ~~ q8 97.367 20.776 99 97.460 21.053 ~ 100 97.554 21.190 101 97.647 21.052 102 97.739 20.915 103 97.832 21.052 - 104 97.925 21.052 ~ 105 98.016 20.500 106 98.091 16.897 ~~ 107 98.164 16.483 108 98.236 16.343 -~ 109 98.308 16.343 ~~ 110 98.381 16.481 111 98.453 16.205 - 112 98.525 16.343 113 98.598 16.483 ~~ 114 98.664 14.958 115 98.716 11.772 . 116 98.767 11.634 ~. 117 99.919 11.634 118 98.871 11.772 . 119 98.923 11.774 120 98.974 11.634 4. 121 99.026 11.633 °" 122 99.077 11.634 123 99.129 11.772 . 124 99.181 11.634 125 99.232 11.634 . 126 99.284 11.633 ~. 127 99.335 11.634 128 99.387 11.634 `� 12 99.438 11.634 130 99.489 11.634 ~a 131 99.541 11.633 132 99.592 11.634 . 133 99.644 11.634 - 134 99.695 11.634 135 99.747 11.634 136 99.798 11.633 137 99.850 11.634 138 99.901 11.634 = 139 99.952 11.634 _, 140 100.000 10.749 = TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 664.8578 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 239.3788 ~~ � ^- ~^ • = ~M ■4011 �11W .40 ^ . • ' A^ • O ^ ^ 9L ^T9T 488%^981 E8S~61 • A ' 0 ^ ^ Tg^ScrT Li7417^S81 00g^61 • A • D ^ • 86"691 6tEE ^t8T LT17^61 • A • O ^ ^ 9E ^9LT Z ^E8T EEE ^6T • A ^ 0 ^ ^ 9g^rir 96t6^181 0g3^6T • A ^ D ^ ^ S9 ^S8T Z669'081 L91'61 ^ ^ ^ • ^ Sc ^06T 90Z47 '6L1 E80^61 • ^ ^ ^ ^ 8E^961 960T^8LT 000^61 ^ ^A 0 ^ ^ S3 ^icr03 TLSL ^9LT ' LT6^8T • ^A O ^ ^ 6E ^603 S0SE ^SLT EE8 ^8T • ^A [}^ • ^ L9 ^ET3 17806 'ELT 0SL ^8T ^ ^ A O^ • ^ .17T ^8T3 89E ^3LT L99^81 ^ ^ A 0 ^ ^ ^ 8S ^S33 SVE6 ^0LT E8S^8T ^ ^ A D ^ ^ ^ tS ^3E3 608E'691 00q^81 ^ ^ A 0 ^ ^ • S9 ^3ir3 t'6LL ^L9T Lit 'ST ^ ^ A 0 • ^ • - 171'8 - 17Z 380T ^99T EEE ^8T ^ ^ A 0 ^ ^ ^ 08^6S3 £662^1791 0S3^8T • ^ AD • ^ ^ £6'69Z 00T9 ^39T L9T ^8T • ^ 0 A • • ^ 8E^083 0TSL^091 E80^81 • ^ 0 A • ^ • 98'88Z 0038 ^8ST 000 ^8T ^ ^O A ^ • ^ 8L ^S63 90E8 ^9ST LT6 ~LT ^ D^ A ^ ^ • 98^0TE 9E6L^irST EE8^L1 ^ 0 ^ A ~ ^ ^ LS ^93E L3S9 ^3ST 0SL^LT ^ 0 ^ A ~ ^ ^ Et 'BEE SE0t ^0ST L99 "LT ^ 0 • A • • ^ 6L ^EtE 83L0 ^8tT E8S^LT • O ^ A • • • 80 ~SLE TS0L ^St'T 00S 'LT • C) ^ /\ • ^ • 9T ^E8E 613T ^EtT Lit 'LT • 0 ^ A ^ ^ • 9T ^8LE 0z8t ^0tT EEE ^LT • O ^ A ^ ^ ^ Et ^6LE 98L8 ^LET 0S3 ^LT ^ 0 ^ A ^ ^ ^ EUELE t'S93 ^SET L91 "LT • 0 ^ A ^ � • 0t•89E Et69^3ET E80^LT ^ 0 ^ A' ^ ^ ES3 ^8SE Tl2T ^0ET 000 "LT ^ 0 • 8 ^ ^ • 6i ^ZSE 6C89 ^L3T LT6 ^9T ^ 0 ^ A ^ ^ 8L^3tE E093^S3T EE8^91 ^ O^ A ^ ^ 29^9TE S668^33T 0G4•91 ^ O^ A ^ ^ .170 ^ETE 681L ^03T L99•91 - ^ ^ ^ ^ LE ^863 6Z.9811 E8S ^9T • ^ 0 ^ ^ • 89 ^S83 0809T1 00S"91 ^ ^ 0 ^ ^ • TE ^993 90tg ^t/T T L1t7 ^9T ^ ^ 0 ^ A • ^ T3•LS3 S90L^3TT 2EE^91 ^ • 0 ^ A ^ ^ EL ^9i73 16011 0S3^9T ^ • O • A ^ ^ 06 ^t/t,3 8SE3 ^60T L9T ^9T ^ • 0 • A • • 0G ^933 36i7S ^L0T E80 ^9T • • 0 A • ^ E8 ^903 E686 "SOT 000'91 ^ ^ 0 A ^ • SS '170Z 6V9S ^t0T LT6 ^ST • • D A ^ ^ L0 ^E03 6SGT ^E0T EE8 ^ST ^ ^ 0 A • • TL 174SL^T0T 0SL^2T ^ ^ ^D A ^ ^ T6^661 389E^001 L99•ST ^ ^ ^O A ^ ^ 36 ^L6T t166"86 E8g^21 ^ ^ ^O A ^ ^ tiL ^S6T E839 ^L6 00S ^GT ^ ^ ^0 A ^ ^ EE ^E6T 3083 ^96 LTt ^ST ^ ^ ^O A ^ ^ TE ^06T 88 ^t6 EEE ^ST ^ ^ ^ 0 A ^ ^ t7L ^98T 1829"E6 0G3 ^ST ^ ^ ^ 0 A ^ ^ 6I 'EST 03SE ^36 L91•21 ~ . * O A ^ ^ 3L ^6LT t7060"16 MYST 0^00i7 0^00E 0^003 0^00T ^0 (SA3)0 (At/) 3WO1OA (S8H) 3WIl (SA3) S1VA83lNI 31ONI14-3/\IA NI H6t^8SO8OAH H 6 t/ 8 S O 8 O A H A A O N O WHOlS 8 OOH-t3 _ _=== 19.667 187.6794 158.36 . . [l . .V . mm 19.750 188.7381 153.72 . . Q . .V . 19.833 189.7756 150.65 . . Q . .V . = 19.917 190.7956 148.11 . . Q . .V . ~~ 20.000 191.7984 145.60 . . 0 . . V . = ******************************** mm FLOW PROCESS FROM NODE 5.00 TO NODE 7.00 IS CODE = 5 mm >>>>>MODEL CHANNEL ROUTING BY THE CONVEX METHOD(<(<< ______ _ _ m. mm THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER ~ TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5-MINUTE ~_ INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17-52, August,1972, - U.S. Department of Commerce). ~~ ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 24.00 CHANNEL Z = .00 - UPSTREAM ELEVATION = 1330.00 ^~ DOWNSTREAM ELEVATION = 1280.00 CHANNEL LENGTH(FT) = 3200.00 MANNINGS FACTOR = .020 _ °� CHANNEL ROUTING COEFFICIENT ESTIMATED: ~~ MAXIMUM INFLOW(CFS) = 7159.58 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 5214.55 ~~ CHANNEL NORMAL VELOCITY FOR 0 = 5214.55 CFS = 26.64 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .940 _ MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE ~~ UNIT INTERVALS IS CSTAR = .997 ~ ^~ CONVEX METHOD CHANNEL ROUTING RESULTS: `~ MODEL INFLOW OUTFLOW _ TIME (STREAM 1) (STREAM 1) (HRS) (CFS) (CFS) ~- 15.083 4763.0 4702.8 15.167 4893.0 4843.7 ~~ 15.250 5000.1 4959.5 15.333 5089.9 5055.8 °m 15.417 5161.0 5134.0 m 15.500 5205.4 5188.5 15.583 5215.2 5211.4 mm 15.667 5188.5 5198.6 15.750 5124.9 5149.0 m 15.833 5023.2 5061.7 °= 15.917 4887.2 4938.7 16.000 4733.9 4792.0 m 16.083 4664.2 4690.7 16.167 4754.6 4720.5 ~4M 16.250 4963.0 4884.2 *m 16.333 5235.6 5132.4 16.417 5569.1 5442.7 ~� 16.500 6004.6 5839. 6 16.583 6506.9 6316.6 m 16.667 6964.5 6791.0 16.750 7159.6 7085.4 ~~ 16.833 7097.4 7120.7 ~- 16.917 6874.0 6958.5 17.000 6631.5 6723.4 • . . 4033IAI33dS T# laaow Hdlcid9080AH* 9GL = NO110Vdd 3901 MOI LLL' = (Un0H/H3N1)31 9301 uHsaaltim wnwixtow (NOI1V10N 1ldWIO3a)39V1N33d3d 3mm-us" (1d3S30/133d013A3GNn)A311VA 000 = (NOI1V1ON "WW1030)3SVIN30d3d anano-"s" NialNnow - = (NOI1VION 1 anano-ns" 11IH100d 0G1' = (NOI1V1ON 1 3A8n3-11Su (03d013A30)A311VA 311W-38b 000 = M01.d3SWE S3d0 000'0EtZ = V38V 03HSd31VM OGO' = 8013VJ NISVG 133 0000GZ = asanooaalvm 9NO1V NOI1VI8VA NOI1VA313 133d 00000ETT = aioaltuo 01 INIOd NOIlVd1N30NO3 WOdA H19N31 133J 000 = H19N31 3Sdn02d31tJM OLB'G = AO 39 1VA831NI liNn S31nNIW 000 = imn 3WI1 HdIddS0d0AH imn Sdn0H OZ.1r = 3WIl "9V111 3S81100d31VM (T# wtuals ol inalav Hdtid90d0AH-1INn) ))))>SISAlaNid Hdt T = 3Q03 SI 00'L 3GON 01 00'L 300N WOdd ssmoad MO1A *************************************************************************** 8"LI87, 9"L08 Z 000"OZ T'Gt8Z G'tE8Z. 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OZL'ESZ. att'T 098 C817 " 1 (SA3)S3IVNIa80 Sfl1iA Nv3w uaawnN HAV8908aAH J..INfl HAV88 .8. 7VA831NI NOI1VNIW8313O Hdfolso8aAH liNn ocroz = silns3u do aN3 80J (s8nom3wi1 1300w oo'gT = sl1ns3 JO 9NINNI9313 80A (swioH)3wil 13GOW :SlIWIl 9NI1SI1 HdV8908OAH 3A0NnH LL6 = aamvA aloH-tz. 86" = 8013'A 8n0H-9 ZI6' = chl.31dA wit3H-z 819" = 8013d Hn0H-1 909' = 8013VA 31nNIW-OE gag' = 8013VA 31nNIW-g :S8013VA NOI13nO38 V38V-H1A30 NOI1V1IdI338d 1131AI33AS )J3sn* Z.0"9 =(HoNi)ilvANIkm wioH-tz my3d a31A133as ZO'E = (H3NI)11VANIV8 8n0H-9 MV3A a3IAI33AS 90"Z = (H3NI)17VANI ic3H-2 MV3A 1331A13BAS gT"T = (H3NI)17VANIV8 anoH-T AVBA InIAI33AS ga' = (H3NI)11VANIVH s3inNIN-02 'Ad 031A133AS Zt' =(H3NI)11VANIV8 S31nNIW-g MV3d O3IA133AS . _ . Z19"OZ 6'1 1701 E09"17Z 6171 "86 £0T 86S "97 990'86 ZOI 860'9Z SL6'L6 TOT 869 Z 988'46 001 997 "9Z 96L'L6 66 862'97 90L'L6 86 179Z - 9Z 919'L6 L6 9979 Z L� .S ' L6 96 876'Lc LEt'L6 S6 780'?£ Z17E'L6 176 127 'ZE £EZ'L6 E6 280 "7E £ZT 'L6 Z6 17 17TH ?'L6 16 ISZ'%_'.E 1706'96 06 280"7£ 16L'96 68 17117'2£ 589'96 88 9 GL5'96 L8 1790 "017 17917'96 98 £50'1717 87£'96 . S8 588'£17 81_1'96 178 £20'1717 6Z0'96 E8 0L6 "E17 6L8'S6 '8 - £50'1717 67L'S6 T8 488'E17 6La'S6 08 £S0'1717 0E17'Sb 6L T »'1717 082 "26 8L G6L`917 8.T6 LL £96'917 696'176 9L 8L8'917 608'176 SL 8L8'917 OS9'176 17L 196'917 0617'176 EL 8L8'917 TEE'176 yL 9170'L17 TLT '176 TL 9170'L17 T 10'176 OL 860'8Q 1G8'E6 69 6617'179 £59'£6 89 105'179 17£17'£6 L9 6617'179 17TZ'E6 99 178S'179 266'76 29 66119 L ' Z6 179 TOS'179 222' 76 E9 6617`69 9EE'76 Z9 951 "69 L11'.6 19 65E `98 188'16 09 265'16 L8S'16 6S 8178'76 9LZ'16 8S S9L'Z6 096'06 LS 8178'26 17179'06 9S 29L'Z6 87£'06 SS 29L'76 710'06 17G 626'76 L69'68 ES 6817'£01 T8E'68 7S 917E'0T1 870'68 TS 9 8 0 T 1 £!988 O2 TL17"0TT LLZ'88 61 9E8'8t T 106'L8 817 8179'££1 L617'L8 Lb 1768'££1 117o'L8 917 008'EET L8G'98 517 EIO'LEI 1ET'98 1717 000!1 G99 E17 LL17'TfT SSI "58 ?17 68L'6S1 6£9'178 117 922'891 960'178 017 959'681 .Zc 2 °E8 6E 105 5 98. 289 20.448 - 106 98.359 20.614 98.429 20.614 108 98.49`' 20.448 109 98.569 20.612 110 98.639 20.448 .» 1 1 1 98.708 2o. 28x y 112 98.763 16.291 '" 113 98.813 14.628 . 114 98.863 14.630 115 98.913 14.796 116 98.962 14.462 117 99.013 14.796 "` 118 99.062 14.630 119 99.113 14.793 99.162 14.462 12.= 0 - 121 99.211 14.462 122 99. 260 14.46:1 . 123 99.310 14.462 124 99.359 14.459 1:25 99.408 14.462 14.462 1'L6 99.457 1.27 99.506 14.462 -� 128 99.556 14.462 129 99.605 14.459 130 99.654 14.462 131 99.703 14.462 13-. 99.75:' 14.462 133 99.802 14.462 134 99.851 14.459 135 99.900 14.462 136 99.949 14.462 o 137 99.998 14.462 138 100. 000 .462 ,., 'TOTAL SOIL- -LOSS VOLUME (ACRE -FEET) = 875. 9025 TOTAL. STORM RUNOFF VOL_UME:(ACR'E - FEET) - 314.9464 w m MI • A" o LO •LOZ bT£Z'L17Z E8G'6I • n. • 0 • " ?1 "TTZ £S08"517. 00S • n" • 0 479•9TZ ZTS£'1717L L117 "61 • A • iJ - Z9'?:," £608' EEE'6T • A • Pj " L8•0£' T9ZE•t17 OST •6T • A • i L8"9EZ Z9EL'6EZ L9T'6T • A • P.1 8E " 81701 '8£? E80 "6T • A P] L6 "817' SSE7 "9E' 000•6T • •n • 0 • 9E "8S.T 60 ?L "17£' LT6 "81 " 'A 0 • • 8Z •89 : 91176"c EES "8T • "n • n • L17'SL. 6E6O•TE. ag L"81 • . n • iii L9•t8•'_. L96T - 6T.. L99"81 • - A •0 08 "68Z 895:. •L.:. E8S • " A O 9 "00£ O19:: "5.Z 00S "ST ' ' A 0 81 '17TE t£6T 'E1.^ L11t "81 " A " • 1717•L ?E 176 ?O "1 £EE"8T . A m • 077.•8££ £17LL OSr••ST • A 0 EO . 80E OS1tt • 9 T? L9181 ' A 0 16 "OLE Z6L6 "E1Z E80'ST • AO ' S6•88E Li; .17'11' 00 0 ' • 0 " 96 •L6£ 0917L "80T LT6'LT • On T8"LIi7 .000 EE8'LT •ti A £0 "LEI LL'1 •ECG,''. OSL"LT • 0 A EL "T917 6L11 •00Z L99 •LT • 0' A T,1•L917 6LE6 "961 ESS"LI 0 A • T. "6617 ZO?:L "E6T 00G • O A IS•LZG tr•8 :. 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A ' 0 ' " OL'06T 6t7.9"ZSZ LT6'6T A" 0 t6"E6T 9TTE'TSZ EE8'6T A" 0 ' " LZ"L6T 8!.L6'617 0SL'61 0 7 EZ"TOZ ZLT9'8tZ L99' 17.083 7012.5 7256.9 -~ 17.167 6859.5 7050.6 17.250 6745.0 6888.8 ~- 17.333 6640.0 6767.0 _ 17.417 6535.6 6659.7 17.500 6362.0 6555.0 ow 17.583 6134.1 6392.8 17.667 5915.9 6175.2 =� 17.750 5658.4 5956.3 ow 17.833 5382.4 5705.4 17.917 5105.8 5433.0 -~ 18.000 4864.3 5156.9 18.083 4641.4 4909.6 ~- 18.167 4449.1 4683.1 18.250 4275.5 4485.3 -� 18.333 4132.9 4308.1 ~~ 18.417 4006.8 4159.9 18.500 3890.3 4030.5 ~ 18.583 3787.5 3912.1 18.667 3698.8 3806.8 - 18.750 3627.3 3715.5 , 18.837 3569.3 3640.8 18.917 3516.6 3580.3 . 19.000 3466.3 3526.4 19.083 3420.3 3475.6 19.167 3377.5 3428.9 19.250 3335.5 3385.5 19.333 3291.7 3343.3 - 1.417 3250.0 3299.8 19.500 3209.6 3257.8 19.583 3172.3 3217.1 19.667 3135.0 3179.3 ~ 19.750 3100.2 3141.9 _, 19.833 3067.3 3106.7 19.917 3035.8 3073.5 ' 20.000 3003.0 3041.7 ^~ *************************************************************************** ~ FLOW PROCESS FROM NODE 8.00 TO NODE 8.00 IS CODE = 1 ~~ >>>/> UNIT-HYDROGRAPH ANALYSIS<<<< =~ ( UNIT-HYDROG R APH ADDED TO STREAM #1) ~, WATERCOURSE "LAG" TIME = .184 HOURS = UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES =~ UNIT INTERVAL PERCENTAGE OF LAG-TIME = 45.313 Jai WATERCOURSE LENGTH = 15800.000 FEET -� LENGTH FROM CONCENTRATION POINT TO CENTROID = 6200.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 150.000 FEET As■ BASIN FACTOR = .010 WATERSHED AREA = 1312.000 ACRES °m BASEFLOW = .O00 CFS/SQUARE-MILE m� VALL'EY(UNDEVELOPED/DESERT) S-GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .645 =w LOW LOSS FRACTION = .609 *HYDROGRAPH MODEL #1 SPECIFIED* em .. SPECIFIED PEAK 5-MINUTES RAINFALL (INCH)= .38 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .77 ~^ SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.04 qPErTFIED PEAK 3-HOUR RAINFALL(INCH) = 1.86 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 2.75 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 5.76 = *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .585 30-MINUTE FACTOR = .606 = 1-HOUR FACTOR = .618 3-HOUR FACTOR = .912 6-HOUR FACTOR = .958 00 24-HOUR FACTOR = .977 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 = MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 UNIT HYDROGRAPH DETERMINATION - -------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) � 1 5.267 835.684 2 27.460 3521.355 3 56.125 4548.288 4 71.013 2362.281 78.360 1165.764 6 83.359 793.168 7 87.066 588.162 = 8 89.863 443.901 9 92.039 345.219 10 93.675 259.580 11 95.074 221.923 12 96.264 188.883 13 97.194 147.521 14 97.959 121.421 15 98.560 95.311 16 99.024 73.603 17 99.487 73.603 18 99.951 73.603 19 100.000 7.729 °~ -- _ _ - ________ - ________________ T3T�L SOIL-LOSS VOLUME(ACRE-FEET) = 365.7779 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 249.3688 NNW _ 4N1N 440 ANN =° _ - 24-HOUR STORM . RUNOFF HYDROGRAPH - ============================ == =° HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ~~ rIME(HRS) VOLUME(AF) Q(CFS) 0. 250.0 500.0 750.0 1000.0 . °^ 15.093 129. 5013 270.96 . 0 V . . 15.167 131.3S70 273.81 . 0 .V . . ~w 15.250 133. 2930 276.75 . .0 .V . . 15.333 135.2200 279.90 . .0 .V . . °~ 15.417 137. 1200 275.89 . .0 .V . . =° 15.500 138.6363 249.21 . Q. . V . . 15.583 140.3186 215.23 . 0 . . V . . ` 15.667 141.7211 203.63 . Q . . V . . 15.750 143.1320 204.88 . Q . . V . • ~- 15.S33 144.5792 210.12 . 0 . . V . . 15.917 146.1218 223.99 . 0 . . V . . ~~ 16.000 147.9166 260.61 . 0 . V . . . 16.083 150.9241 436.69 . . Q . V . . 16.167 156.8042 853.80 . . . V . Q . 16.250 163.5517 979.74 . . . V . Q. 16.333 167.8262 620.66 . . . 0 V . . ~ 16.417 170.6939 416.39 . . 0 . V . . . 16.500 173.2001 363.90 . . 0 . V . . 16.58■ 175.6346 353.49 . . 0 . V . . - 16.667 177.9699 339.08 . . 0 . V . . 16.750 180.2015 324.03 . . Q . V , . 16.833 182.3347 309.73 . . Q . V. . _ 16.917 184.4182 30".5" . . 0 . V. . 17.000 186.4542 295.63 . ~0 . V. • _ 17.083 188.4065 283.47 . .0 . V . 17.167 190.2027 260.81 . 0 . V • -, 17.250 191.8076 233.04 . Q. . V . 17.333 193.2921 215.55 . 0 . . .V . • 7.417 194.7121 206.18 . 0 . • .V . _ 17.500 196.0762 198.06 . 0 . . .v . 17.583 197.3273 181.66 . 0 . . ,V . 17.667 198.5314 174.84 . Q . . .V . 17.7 199.7029 170.10 . 0 . . . V . • 3 7. S33 2C0.8470 166.12 . Q . . . V . l7.917 201.9629 162.03 . Q . . . V . . 18.000 203.0525 158.22 . 0 . . . V • . 18.083 204.111" 153.7' . 0 . . , V . 18.167 205.1176 146.12 . Q ~ . . v • . 18.250 206. 0643 137.47 . Q . . . V , 18.373 206.9718 131.76 . 0 . . . V • *w 18.417 207. 8510 127.67 . 0 . • , V • 18.500 208. 7061 124. 15 . 0 . . ~, . V • 18.583 209.5414 121.29 . 0 . . . V • . 18.667 210.3593 118. 76 . Q . . . V • 18.750 211.1613 116.45 . Q . . . V • � 18.833 211.9488 114.34 . 0 . . . V • . 18.917 212.7226 112.37 . 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NltilNflOW 0S9' = (NO I 1tiION 1bW 103']) 39 WN3383d 3A8n0- s 11I H100d 000' = (NOI.WION 1V14133Q) 39V N30d3d 3Ay10 -,1511 : (Q3d013ABQ) A311t1A 31IW- 38ti10S /Sd3 000' = M01d3Stlt3 S3aO101 000'0961 = 1 0 , 38ti 03HS831VM Gt0' = 8010tid NISti8 133d 000'088£ = 3581103831VM 9N01ti NOI1V18 iA NOI1VA313 133.1 000'0091T = 0IOd1N33 01 1NIOd NOI1ti81N33NO3 WO?dd H19N31 133J 000 ' 00t 6I = H18N31 3S8n03831VM 660I = 3W11-9W1 JO 39ti1N3383d 1tiAd31N I l l Nn 531nNIW OOO `S = llNn 3WI1 Hdt89O JQAH llNf San0H 9£9' = 3WI1 3S8n00831tiM (£# Wti381S 01 Q3Qt3ti HdtiU9080AH -1 I Nn ) ) > > > > S I SA1VNti Hdti890 JQAH -1 I Nn < (< < ( I = 3003 SI OG'4 3QON 01 00'? 3I10N WOyd SS3308d MOld ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * *:** 6861 /tZ /T 9£ " =t'1 :Aan1S d0 31t5Q /3WI1 ltia'1b1X33 \SS3\ :3WtiN 31Id ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** AQniS .d0 NOIldIaOS3Q * * * * * * * * * * * * * * * * * * * * * * * *** 3,.4ogg ' ua..46put1 &5W t I I TM 'aoosnd :Aq pa,.asdaJd stsATeuj ZT:'• # Tpt'.aaS 88 /I`. /L :a.eQ aseaiaa V0'2 ' - A (sale) a.aeM4}oS 6ut,.aaaut6u3 pamuenpd 88 -£8bT 446t.aAdoj (3) (1tifNtiW 9861) HdtioADOaQAH--1I Nn AINn00 ON I QatNa38 NtiS /3JNtiyO JN I Sn S I S A 1 ti N ti J N 11 n 0 8 i1 0 0 1 d *******************:************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** . . _ U,.g '9Z ZGL ' 46 T GI GG0'8Z Ot9'46 (1 6L TZG'46 6t 091 Z017'46 817 9LO'ht LEZ*L6 Lt 9Z6'6t 8EO'L6 917 ZZO'OG 8Z896 Gt ZZO'OG L1996 1717 G80'1G G0t'96 Et tLT'ZG 06196 Zt t4T'ZG OL6'S6 Tt tZE'ZG OGL'S6 017 ZT6'LS 6ZG'.G6 6E Tt9*E9 G8Z*G6 SE 6Z9 910'6"6 LE t90't9 817L'176 9E GLG'89 8Lt't6 GE 178869 881176 tE 17Z8'69 E6S'E6 EE £80'9L 66G'E6 ZE 06E 8LZ*E6 TE E08'LIT TZ8Z6 OE ILG'GET tZE*Z6 6Z 699071 ZGL'16 SZ G11'191 917I'16 LZ 9GG'SLT 99t06 9Z GEE'ZOZ GZL'68 r...., ..me.„ tEG'IZZ ZL8'88 tZ 6L1'e17 Z LE6*L8 EZ. Zt9'89Z 06898 ZZ 86G68Z • LGL*G8 TZ ETL'LZE GEG't8 OZ SZZ'9GE ZGT'ES 61 GGL'86E OG9'18 ST GtG'tZt L96'6L LT 468*Z617 9LT'8L 91 TE9'LZG 4609L GT tEE'EZ9 TLS'EL 171 00L'G99 TtZ'TL ET 1G17'808 EE1,'89 ZT 91768G6 ZZO*G9 11 TE8'LTZ1 LL6'09 01 ZSZ'961 6E8'.GG 6 SZt'SLOE ETL'Lt 8 1E6'GOOZ 9ZL'tE L ZOZ*L9LT E9Z'9Z 9 8G17'OLGT 808'81 G Z88'GTZT ZST'ZI t L98'1,'E8 ESO'L £ EGG'68G TEG"E Z 6GE'L17 Z ttO'T 1 (SJ3)831VNIa80 smikm NV3W a3ewnN Hdol89081AH liNn HcIV89 uS” 1VA831N1 NOI1VNIW83130 Hdt089080AH liNn 0081 = sl1ns3a do aN3 80J (sanoH)3wri 13a0w 00'G1 = SI1fl838 JO 9NINNI938 80J (S8n0H)3WII 1BOOW :SIIWIl SNIISI1 HdV89080AH JJON118 166 = 301d anoH-1v. G86', = 8013'd 8n0H-9 . .... _ _ 52 97.862 26.101 °~ 53 97.972 26.053 54 98.079 25.407 = 55 98.172 22.168 . 56 99.264 21.723 57 98.356 21.721 . 58 98.450 22.342 59 98.550 23.850 . 60 98.651 23.899 °a 61 98.752 23.901 62 98.829 18.307 .. 63 98.875 10.936 64 98.921 10.836 m 65 98.967 10.887 66 99.013 10.862 ~° 67 99.059 10.885 ~- 68 99.105 10.836 69 99.150 10.887 - 70 99.196 10.885 71 99.242 10.836 ~~ 72 99.288 10.885 - 73 99.334 10.836 74 99.380 10.887 ~~ 75 99.426 10.885 76 99.471 10.836 ~ 77 99.512 9.650 - 7 99.535 5.442 79 99.557 5.147 ~~ 80 99.578 5.047 81 99.600 5.147 ~~ 82 99.621 5.145 83 99.643 5.096 ~~ 84 99.667 5.642 ~~ 85 99.688 5.096 86 99.710 5.096 -~ 87 99.731 5.096 88 99.753 5.096 ~~ 89 99.774 5.098 90 99.796 5.096 _~ 91 99.817 5.096 ~- 92 99.839 5.096 93 99.860 5.096 - 94 99.882 5.098 95 99.903 5.096 = 96 99.925 5.096 ~° 97 99.946 5.096 98 99.968 5.096 MO 99 99.989 5.098 100 100.000 2.555 . ma . TOTAL SOIL-LOSS VOiUME(ACRE-FEET) = 349.6369 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 2326.3810 ~~ . . . _ - . 00'O S6T .._ = NOI1tiA313 . WV 3 SNMOQ ..... . .. 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S3lltiA Nd3W a38WflN II HdH88OaUAH IINf HdtiN9 nSu 1tiAa3.NI NO I IHN I Wa313a Hdld8SO iQAH 1 I Nfl 1 00'81 = Slinsm! d0 QN3 NOd (Safl0H) 3W I 1 - Dam II °Oust = Sl1flS3a d0 JN I NN 1 938 80J (Sdfl0H) 3W I 1 '13QOW :sliwi l 9NILSI1 Hdti890811AH JJONfla 166' = 8013Vd afiOH -tc S86' = 8013VA yfl0H -9 EL6 ' = 8013tid }Jfl0H -E II 018 = 8013VJ 8fl0H -1 018' = 8013VA 31fNIW -0£ 018' = 8010tid 31fNIW -s : SaOl3tid NO I imaa)A 1713817? - HId3Q NO I ltil I d 133ad 03 I d I03dS 8358 8Z'8 = (H3NI )11 dNItia 8l0H -tZ XV3d Q3IdI33dS 09 "E = (H3NI)11t14NId8 8fl0H -9 )tti3d Q3IJI33dS L£ "Z = (H3NI)11tidNId8 aflOH -E }lti3d 133IdI33dS 03'1 = (HONI )11tidNIda aflOH -T )Iti3d 133IdI3 dS 88' _ (HONI)11tidNIti8 831fNIW -OE >1k3d 133IdI33dS Ot' = (HONI)11k14NItia S31fNIW -S )1k3d Q3IdI3 dS I/ *133IJ133dS T# "1310W HdtiaEOWAH* 999' = NOIJOtiad SSO1 MO1 II 1718' = (8fl0H /H3NI) 31V8 8801 Q3HS831k1M WfWI XtiW OSE ' = (NO 11tt10N 1tiW 1 030) 3JtiiN3383d 3A8n3- u S (183S3Q /Q3d013A3QNfl) A311VA 000' = (N0I.WJON 1VWI0313) 3Jti.N3383d 3A8n3 -uSu NIt11Nfl0W II r,,.. ■ - tKlnT 1 H 1 nhi nHWTngnl gPIH 1 N'a^1?d'a..l =Amn'1 - -_C_. nnTU 1 nw. 32 90.392 166.269 ' -~ 33 91.095 165.648 34 91.714 145.689 = 35 92.286 134.614 - 36 92.849 132.686 37 93.342 115.949 = 38 93.819 112.318 39 94.272 106.760 . 40 94.655 90.166 *4 41 95.033 89.074 42 95.379 81.419 . 43 95.686 72.289 44 95.990 71.573 . 45 96.204 50.525 46 96.378 40.839 ~. 47 96.551 40.869 ~~ 48 96.725 40.889 49 96.899 40.855 50 97.067 39.693 51 97.223 36.711 52 97.378 36.558 53 97.534 36.592 54 97.689 36.526 ~~ 55 97.843 36.249 56 97.962 27.965 ~' 57 98.074 26.413 58 98.186 26.379 ~~ 59 98.298 26.377 ~ 60 98.410 26.413 61 98.518 25.391 - 62 98.617 23.455 63 98.717 23.347 64 98.816 23.384 ~~ 65 98.915 23.349 66 99.014 23.241 ~~ 67 99.103 21.024 68 99.189 20.352 ~~ 69 99.276 20.354 70 99.363 20.386 - 71 99.446 19.691 72 99.486 9.444 73 99.518 7.576 , 74 99.550 7.506 75 99.582 7.540 ~^ 76 99.614 7.506 - 77 99.646 7.542 78 99.678 7.542 =w 79 99.710 7.540 80 99.742 7.542 ~° 81 99.774 7.540 . 82 99.806 7.542 83 99.838 7.542 = 84 99.870 7.540 85 99.902 7.542 =m 86 99.934 7.540 87 99.966 7.542 ~° 88 99.998 7.540 AV 89 100.000 .354 . air TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 861.1768 °" TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 469.9195 IR ===_________=========__________ _ --- _____ __ - 24-HOUR STORM ^� R U N O F F H Y D R O G R A P H ~~ ~_ HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) - ----------------------- - - - - TIME(HRS) VOLUME(AF) Q(CFS) O. 275.0 550.0 825.0 1100.0 = 15.083 211.3059 354.41 . . Q V . . . °~ 15.167 213.7983 361.91 . . Q V . . • mw 15.250 216.3399 369.04 . . 0 V . . • 15.333 218.9299 376.07 . . 0 V . . • °= 15.417 221.5586 381.69 . . Q V . • . = 15.500 224.2155 385.79 . . 0 V. . • 15.583 226.8978 389.47 . . 0 V. . • _ 15.667 229.6008 392.47 . . 0 V. . • 15.750 232.3213 395.02 . . 0 V. ~ . 15.833 235.0616 397.90 . . 0 V . • 15.917 237.8249 401.23 . . 0 V . • ~ 16.000 240.6336 407.82 . . 0 V . . "= 16.083 243. 7337 450.13 . . Q V • . . 16.167 247.1178 491.37 . . Q .V . . ~ 16.250 250. 6475 512.52 . . Q .V • . . 16.333 254.3922 543.74 . . Q.V . . ~ 16.417 258.4355 587.08 . . .0 . • 16.500 262.7338 624.11 . . . 0 . • ~ 16.583 267.4765 688.64 . . . V Q . . ~ 16.667 272.6512 751.36 . . . V 0 . . 16.750 278.2391 811.37 . . . V Q. . -~ 16.833 284.5067 910.05 . . . ,V . 0 ~ 16.917 292.0449 1094.55 . . . V . Q. ~~ 17.000 298.3800 919.85 . • . V . 0 . - 17.083 303.5036 743.94 . . • V Q . . 17.167 308.1324 672.11 . . . 0 V . . ~ 17.250 312.4757 630.65 . . . 0 V . . 17.333 316.6626 607.93 . . . 0 V . . - 17.417 320.6235 575.13 . . 0 V . ~ ,_ 17.500 324.3729 544.41 . . Q. V . . 17.583 329.0169 529.12 . . 0. V . . - 17.667 331.5148 507.90 . . 0 . V . . 17.750 334.8535 484.78 . . 0 . V . ~ - 17.833 338. 1029 471.80 . . 0 . V . . 17.917 341.1766 446.31 . . 0 . V. . °° 18.000 344.1177 427.05 . . Q . V. . = .~ w*****************)t************************* FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 5 ^� __________ >>>>>MODEL CHANNEL ROUTING BY THE CONVEX METHOD<<<<< °4 �t. .mi THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 3 INFLOW HYDROGRAPH BY 5-MINUTE ~~ INTERVALS(Reference: the National Engineering Handbook, .� Hydrology, Chapter 17, page 17-52, August , 1972, U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: - BASEWIDTH(FT) = 22.00 CHANNEL Z = 2.00 -_ UPSTREAM ELEVATION = 1570.00 DOWNSTREAM ELEVATION = 1380.00 CHANNEL LENGTH(FT) = 5500.00 MANNINGS FACTOR = .033 ^- CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 4150.55 ~` AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 2660.38 . CHANNEL NORMAL VELOCITY FOR Q = 2660.38 CFS = 18.78 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .917 _ MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE - UNIT INTERVALS IS CSTAR = .932 - - CONVEX METHOD CHANNEL ROUTING RESULTS: ~ MODEL INFLOW OUTFLOW TIME (STREAM 3) (STREAM 3) ^ (HRS) (CFS) (CFS) ~ 15.083 2132.1 2104.1 15.167 2161.0 2133.0 � 15.250 2190.5 2161.9 15.333 2221.2 2191.5 - 15.417 2248.1 2221.8 ^= 15.500 2264.7 2247.9 15.583 2270.8 2264.1 - 15.667 2266.6 2269.9 15.750 2251.7 2265.4 - 15.833 2231.1 2250.6 15.917 2212.2 2230.6 ~ 16.000 2194.5 2211.8 ~° 16.083 2271.4 2203.2 16.167 2466.3 2285.7 - 16.250 2699.4 2476.7 16.333 2959.6 2709.5 16.417 3247.1 2970.5 _ 16.500 3504.1 3253.2 16.583 3753.5 3511.3 ~ 16.667 4077.5 3768.5 16.750 4150.6 4063.5 - 16.833 3860.4 4116.3 16.917 3694.0 3861.7 17.000 3362.7 3673.2 . 17.083 3117.7 3360.1 17.167 2990.6 3121.9 ~ 17.250 2892.2 2990.0 17.333 2811.6 2891.1 - 17.417 2723.6 2808.5 .� 17.500 2640.9 2721.4 17.583 2578.4 2640.3 ~ 17.667 2510.4 2576.0 17.750 2441.2 2508.2 ^= 17.833 2386.0 2440.4 17.917 2324.0 2383.7 - 18.000 2270.1 2322.8 ~° 18.083 2224.2 2269.2 18.167 2171.2 2222.1 ~° 18.250 2123.5 2170.1 18.333 2075.5 2122.0 Aw 18.417 2022.3 2073.5 ~. 18.500 1972.9 2021.0 18.583 1918.4 1970.9 . 18.6 1855.9 1915.9 18.750 1797.2 1854.3 - 18.833 1747.8 1796.3 18.917 1710.4 1747.4 19.000 1677.9 1709.7 19.083 1644.4 1676.8 -~ 19.167 1616.0 1643.8 19.250 1587.8 1615.2 19.333 1557.7 1586.8 19.417 1533.2 1557.3 19.500 1510.0 1532.6 4* 19.583 1487.8 1509.4 19.667 1467.5 1487.3 ~ 19.750 1443.7 1466.6 19.833 1423.5 1443.3 19.917 1405.5 1423.1 20.000 1386.4 1404.8 **************************************************************************** FLOW PROCESS FROM NODE 6.10 TO NODE 4.00 IS CODE = 1 >>>>>UNIT-HYDROGRAPH ANALYSIS((((( _ (UNIT-HYDROGRAPH ADDED TO STREAM #3) WATERCOURSE "LAG" TIME = 1.049 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 7.945 WATERCOURSE LENGTH = 12600.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 7300.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 310.000 FEET = BASIN FACTOR = .070 WATERSHED AREA = 924.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .150 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .850 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .290 LOW LOSS FRACTION = .276 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .43 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .90 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.19 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 1.92 = SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.36 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 7.18 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .810 30-MINUTE FACTOR = .810 1-HOUR FACTOR = .810 °AIP 3-HOUR FACTOR = .973 6-HOUR FACTOR = .985 24-HOUR FACTOR = .991 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 461, ~" _ UNIT HYDROGRAPH DETERMINATION , .-_- • , • , . , , . . , • , __ . OG5'ZZ 017196 Z9 9Z9'ZZ LE6'26 19 - 6179'ZZ SEL'S6 09 9Z9'ZZ ZEG'S6 6S 9L6'ZZ tOO'tZ tZT'S6 LS 06I'tZ 606 • 't6 • 9S TZT'tZ Z69't6 rr m= L9I'tZ LLt't6 tS 1ZT'17 Z 09Z'176 ES SZL'tZ 17170 "176 .:...= ZtZ'TE EZ8'26 TS tOZ'£2 ttg'26 OG LZZ'EE 917Z'26 617 181'£2 6176*Z6 817 tOZ*E2 ZS9'Z6 L17 ISZ*22 SSE 917 t£8'62 8S0'Z6 St £9S'cit TOL tt 69L'L17 t8Z*16 217 Z6L"Lt' • LS8'06 Z17 89L'i.t 6Z17'06 Tt 69L*Lt Z00'06 017 178E"Og tLS'68 62 TLS'9G 2Z1'68 8£ 6Z8'9G L19'88 LE S80'62 601'88 92 61089 08S'L8 GE 16889 1L6'98 t£ £88'69 SSE'98 22 999'9L • 6ZL'S8 ZE ' S6Z*61. E170 12 17L6'S8 17EE'178 02 L1!'L.6 179S28. 6Z. SEt*TOT Z69'Z8 8Z 8817901 teL LZ L.10'ZZ1 12808 9. 2917'SET . 6EL'6L r-,... =.- L9S821 LZG'8L tZ 669 L8Z'LL c'77 928'OLI L176'S,L. ZZ tT8'00Z 811''tL TZ L19'8ZZ TZ9'ZL 07 Z82'ILZ SLS'OL 61 S6Z'tTE S171'89 81 9LI'9t£ £22'S9 LT 126'171t GEZ"Z9 91 8Z8 1ZG'8S ST t99'£ES On'tg 171 Z6G'199 St£'6t ET L9t'8179 tZt'Et ZT ELL'E179 1Z.9'LE TT 8Lt'1719 0981£ 01 SS2'08S ' 192'9Z 6 EZL'0 S2 891'TZ 8 £91'1G17 . 62Z'91 L Z91'Z017 7.0Z*7 9 689'17ZE 2098 r m 18Z'82Z L69'S 17 LZ0'6LT g9G*2 2 ZtE"ItT £961 Z. £10'EL 2S9' 1 (S.A3)831VNI1180 swillm NV:3W '83awnN Hdtmeoa3AH liNin Hdld)39 .S. 1VM31NI 63 96.342 22.650 ~ 64 96.514 19.194 65 96.663 16.672 = 66 96.812 16.578 67 96.960 16.579 - 68 97.109 16.625 ~~ 69 97.257 16.579 70 97.398 15.737 ~= 71 97.520 13.637 72 97.642 13.590 ^O 73 97.763 13.590 . 74 97.885 13.590 75 98.006 13.590 ~ 76 98.125 13.215 77 98.223 10.975 78 98.317 10.554 ~_ 79 98.412 10.555 80 98.507 10.600 -~ 81 98.601 10.555 82 98.695 10.508 ~~ 83 98.772 8.546 84 98.839 7.566 ~ 85 98.907 7.519 86 98.974 7.566 87 99.042 7.518 - 88 99.109 7.566 89 99.177 7.566 90 99.245 7.565 91 99.312 7.565 92 99.380 7.565 93 99.448 7.565 94 99.516 7.565 - 95 99.583 7.565 96 99.651 7.566 7.565 99 719 7 97 ^ ^ 9 8 99.786 7.565 99 99.854 7.565 - 100 99.922 7.565 101 99.989 7.565 102 100.000 1.183 _ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 145.0857 - TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 402.5903 - OW On 00 � .00 � • 00 410 We ~ === ____ __ _ _ , 24-HOUR STORM ^� RUNOFF HYDROGRAPH , _____===____ == HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) MVNA TIME(HRS) VOLUME(AF) Q(CFS) 0. 150.0 300.0 450.0 600.0 ow v. 15.083 184.3255 286.69 . . VQ. . . 15.167 186.2998 286.66 . • VQ. . . w... 15.250 188.2785 287.31 . . VQ. • • 15.333 190.2687 288.97 . . VQ. • • ~~ 15.417 192.2718 290.86 . • Q. . • ~_ 15.500 194.2875 292.68 . • Q. . • 15.583 196.3203 295.16 . . Q. . • 15.667 198.3732 298.08 . • Q. . • 15.750 200.4485 301.33 . . VQ . . 15.833 202.5512 305.31 . . Q . • 15.917 204.6956 311.37 . . Q . • - 16.000 206.9062 320.97 . . VQ . . ~~ 16.083 209.3255 351.28 . . V Q . . 16.167 211.9533 381.56 . . .V Q . . ~~ 16.250 214.7224 402.07 . . .V Q . . 16.333 217.6860 430.32 . . .V Q . . ~- 16.417 220.8917 465.47 . . .V .0 , 16.500 224.3268 498.78 . . . V . 0 . _ 16.583 227.9369 524.19 . . . V . 0 , ~- 16.667 231.7885 559.25 . . . V . 0 . 16.750 235.7441 574.36 . . . V . 0 . 16.833 239.7871 587.04 . . . V . Q. 16.917 243.8844 594.92 . . . V . Q. 17.000 247.9648 592.48 . . . V . Q. _ 17.083 251.9971 585.48 . . . V . Q. 17.167 255.7271 541.60 . . . V . 0 ~ ^~ 17.250 259.2981 518.51 . . . V . 0 . 17.333 262.6553 487.47 . . . V . 0 ~ - 17.417 265.8299 460.94 . . . V 0 , °_ 17.500 268.8885 444.11 . . . V 0. . 17.583 271.8202 425.69 . . . VO . . - 17.667 274.6344 408.63 . . . 0 . . 17.750 277.3640 396.33 . • . QV . . - 17.833 280.0167 385.18 . . . 0 V ~ . 17.917 282.6182 377.74 . . . 0 V . . ~° 18.000 285.1923 373.76 . . . 0 V . . 4.. °~ "*************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 4.00 IS CODE = 11 vg ________ v. >>>>>VIEW STREAM NUMBER 3 HYDROGRAPH<<<(< ===____ ___=_____====_ _ ____=====______ __ *0 STREAM HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ° _ __ � TIME(HRS) VOLUME(AF) Q(CFS) 0. 1200.0 2400.0 3600.0 4800.0 0, 15.083 1563.7930 2390.78 . . Q. . . m 15.167 1580.4580 2419.68 . . VO . . 15.250 1597.3260 2449.25 . . VO , , ~~ 15.333 1614.4090 2480.52 . . 0 . • ^ 15.417 1631.7140 2512.63 . . 0 . • il'5()0 1649.2110 2540.58 . . VO ~ ^ 15.583 1666.8370 2559.31 . . VO . . ~� 15.667 1684.5230 2567.99 . . .0 . ^ 15.750 1702.2000 2566.68 . . .0 . . =' 15.833 1719.8030 2555.93 . . .0 . . � 15.917 1737.3090 2541.94 . . .0 . . 16.000 1754.7520 2532.73 . . .0 . . °° 16.083 1772.3450 2554.47 . . .QV . . 16.167 1790.7150 2667.27 . . . 0 . . ~~ 16.250 1810.5410 2878.73 . . . VO . . 16.333 1832.1650 3139.81 . . . V 0 . . ~° 16.417 1855.8280 3435.94 . . . V Q . . .~ 16.500 1881.6680 3752.01 . . . V .0 . 16.583 1909.4610 4035.44 . . . V . 0 . =` 16.667 1939.2660 4327.79 . . . V . 0 . 16.750 1971.2080 4637.88 . . . V . 0 . . 16.833 2003.6000 4703.37 . . . V . Q. =° . 2034.2930 4456.62 . . . V . 0 . 17.000 2063.6710 4265.69 . . . V . 0 . . 17.083 2090.8440 3945.56 . . . V ~ 0 . 17.167 2116.0750 3663.46 . . . V 0 ~ ^� 17.250 2140.2380 3508.53 . . . V Q. . 17.333 2163.5060 3378.53 . . . VO . . . 17.417 2186.0230 3269.41 . . . 0 . . = 17.500 2207.8240 3165.49 . . . QV . . 17.583 2228.9390 3066.01 . . . 0 V . . - 17.667 2249.4950 2984.65 . . . 0 V . ~ 17.750 2269.4980 2904.51 . . . 0 V . . - 17.833 2288.9580 2825.57 . . . 0 V . . _ 17.917 2307.9770 2761.45 . . . 0 V . . 18.000 2326.5480 2696.61 . . . 0 V. . ~~ ======_____________=__ - END OF FLOOD ROUTING ANALYSIS - ~ . - ~ . _ . °w . . . . . . . .. c c FUSCOE WILLIAMS c APPENDIX IV Etiwanda Watershed To Foothill Blvd. C C C C **************************************************************************** FLOOD ROUTING ANALYSIS USING ORANGE/SAN BERNARDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1983-88 Advanced Engineering Software (aes) Ver. 3.0A Release Date: 7/21/88 Serial # 2124 .0 Analysis prepared by: Fuscoe, Williams, Lindgren & Short 0,0 00 ************************** DESCRIPTION OF STUDY ************************** '~ * � * � ************************************************************************** FILE NAME: \ESS\EEXT8.DAT TIME/DATE OF STUDY: 14:51 1/24/1989 -*************************************************************************** - FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 1 )))))UNIT-HYDROGRAPH ANALYSIS< << <( _ ~ (UNIT-HYDROGRAPH ADDED TO STREAM #3) WATERCOURSE "LAG" TIME = .636 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 13.099 WATERCOURSE LENGTH = 19400.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 11600.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 3880.000 FEET BASIN FACTOR = .045 WATERSHED AREA = 1960.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): ^S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .650 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .350 = VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 °° MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .309 LOW LOSS FRACTION = .134 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .75 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.53 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 2.05 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 4.07 00 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 6.83 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 16.54 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .753 30-MINUTE FACTOR = .753 1-HOUR FACTOR = .753 3-HOUR FACTOR = .961 6-HOUR FACTOR = .979 24-HOUR FACTOR = .989 RUNOFF HYDROGRAPH LISTING LIMITS: ° MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 ~ MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 . ======______===========______ _ _ - ______ =° UNIT HYDROGRAPH DETERMINATION ~~ INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ~ 1 1.044 247.359 2 3.531 589.553 _- 3 7.053 834.867 4 12.182 1215.882 - 5 18.808 1570.458 6 26.263 1767.202 7 34.726 2005.931 8 47.713 3078.425 9 55.839 1926.252 ~ 10 60.977 1217.831 11 65.022 958.946 - 12 68.433 808.451 ,~ 13 71.241 665.700 14 73.871 623.334 ~ 15 76.097 527.631 16 78.176 492.897 17 79.967 424.545 18 81.650 398.755 ' 19 83.152 356.225 __ 20 84.535 327.713 21 85.757 289.598 - 22 86.890 268.642 23 87.937 248.179 ~ 24 88.872 221.534 25 89.725 202.335 � 26 90.466 175.556 ~~ 27 91.146 161.115 28 91.752 143.669 - 29 92.324 135.571 30 92.821 117.803 ~ 31 93.278 108.390 . 32 93.599 76.083 33 93.893 69.824 = 34 94.198 69.884 35 94.478 68.575 ~~ 36 94.748 64.064 =, 37 95.016 63.629 38 95.285 63.641 ~~ 39 95.529 57.912 40 95.750 52.324 . 41 95.970 52.174 42 96.190 52.174 . 43 96.405 51.085 40 44 96.617 50.022 45 96.928 50.022 . 46 97.038 49.926 47 97.237 47.076 . 48 97.402 39.160 _ 49 97.521 2 8 . 27 9 50 97.640 28.055 51 97.752 26.523 97'862 26.101 53 97.972 26.053 ~~ 54 98.079 25.407 55 98.172 22.168 ~. 56 98.264 21.723 ~~ 57 98.356 21.721 58 98.450 22.342 = 59 98.550 23.850 60 98.651 23.899 ~° 61 98.752 23.901 a& 62 98.829 18.307 63 98.875 10.936 ~~ 64 98.921 10.836 65 98.967 10.887 ~ 66 99.013 10.862 67 99.059 10.885 68 99.105 10.836 , 69 99.150 10.887 70 99.196 10.885 ~ 71 99.242 10.836 72 99.288 10.885 73 99.334 10.836 74 99.380 10.887 75 99.426 10.885 76 99.471 10.836 77 99.512 9.650 78 99.535 5.442 79 99.557 5.147 80 99.578 5.047 . 81 99.600 5.147 82 99.621 5.145 - 83 99.643 5.096 84 99.667 5.642 - 85 99.688 5.096 ~_ 86 99.710 5.096 87 99.731 5.096 - 88 99.753 5.096 89 99.774 5.098 ~- 90 99.796 5.096 91 99.817 5.096 - 92 99.839 5.096 93 99.860 5.096 94 99.882 5.098 - 95 99.903 5.096 96 99.925 5.096 ~~ 97 99.946 5.096 . 98 99.968 5.096 99 99.989 5.098 = 100 100.000 2.555 . . TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 349.8689 . TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 2320.7480 4* � ti, *WI ~0 ======_______================== - _ 24-HOUR STORM =° RUNOFF HYDROGRAPH - .= HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) . TIME(HRS) VOLUME(AF> Q(CFS) 0. 875.0 1750.0 2625.0 3500.0 . . 15.083 1 196. 4120 1848.29 . . VQ . . 15.167 1209.2860 1869.30 . . VQ . . "A 15.250 1222. 3040 1990.18 . . .0 . . 15.333 1235.4740 1912.26 . . .0 . . ~~ 15.417 1248. 7190 1923.22 . . .0 . . ~~ 15.500 1261. 9450 1920.39 . . .Q . . 15.583 1275.0890 1908.48 . . .0 . . ~- 15.667 1288. 0610 1883.53 . . .QV . • 15.750 1300.7810 1847.07 . • .0V . • = 15.833 1313.2510 1810.61 . . 0 V . . 15.917 1325.5010 1778.70 . . 0 V . . - 16.000 1337.3910 1726.44 . . Q. V . . - 16.083 1350. 15)0 1852.49 . . .0 V . , 16.167 1364.3540 2062.49 . . . 0 . , - 16.250 1379.8160 2245.13 . . . V 0 . . 16.333 1396.9000 2480.54 . . . V 0 . . 16.417 1415.4830 2698.25 . . . V 0 . 16.500 1435.1950 2862.23 . . . V . 0 . 16.583 1456.0240 3024.33 . . . V . 0 . ~- 16.667 1479.5610 3417.58 . . . V . Q. 16.750 1499.2050 2852.24 . . . V . 0 . ~ 16.833 1516.3350 2487.34 . . . V 0 . 16.917 1532.5120 2348.82 . . . 0 . . ~ 17.000 1548. 5720 2331.90 . . . 0 . . ,~ 17.083 1564.3040 2284.34 . . . 0 . . 17.167 1579.8210 2253.06 . . . 0 V . . ~~ 17.250 1594. 9280 2193.53 . . . 0 V . . 17.333 1609.7660 2154.55 . . . 0 V . . 17.417 1624.2120 2097.56 . . . 0 V . . 17.500 1638.3880 2058.36 . . . 0 V . . 17.583 1652.2230 2008.85 . . . 0 V . . - 17.667 1665.7100 1958.24 . . . 0 V . . 17.750 1678.8670 1910.42 . . .0 V • . 17.833 1691.7840 1875.56 . . .0 Y. . 17.917 1704.4720 1842.29 . . .0 V. . °~ 18.000 1716. 9290 1808.77 . . 0 V. . =I 18.083 1729. 1630 1776.30 . . Q V. . 18.167 1741.1320 1737.97 . . Q. V , . 18.250 1752. 8640 1703.38 . . Q. V . 18.333 1764.3240 1664.10 . . Q. V , . 18.417 1775.5180 1625.26 . . 0 . V . 18.500 1786.3970 1579.66 . . Q . V . ~= 18.583 1796. 9690 1535.04 . . 0 . V . wm 18. 667 1807. 1030 1471.41 . . 0 . .V , 18.750 1816.9660 1432.14 . . 0 . ,y , .1 18.833 1826.6310 1403.41 . . 0 . .V . ,al 18.917 1836. 1170 1377.39 . . Q . ,V , 19.000 1845.4220 1351.13 . . Q . .V . = 19.083 1854.5710 1328.36 . . Q . .V . 19.167 1863.5690 1306.56 . . 0 . . V ~ ~ra 19.250 1872.4120 1283.91 . . 0 . . V . 19.333 1881.1080 1262.75 . . 0 . ~ V ~ ~~ 19.417 1889.6880 1245.72 . . 0 . • V . ~. 19.500 1898. 1560 1229.60 . . 0 . . 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A 0* • ' I8"G8G 6129'E1E EEE"LT . • A p • • ' 62'209 tL6G*602 OGZ A 0 * • ' 9Z*L29 Bitt"GOE L91"L1 . . 0 - • • ' L8*669 02G0'102 ESO'LT • 0 A ' ' " Z.Z*LG8 OE2Z*96.7. 000*LT • n A ' ' ' Z.L'ITOT Z6Z206Z. L16'91 0 A ' • * 61•0t8 G19E Z E28 • * 0 A • • ' LG*EGL OGLG'LLZ OGL*9T 0 A • • ' t8•669 TGSE'ZLZ L99•91 • " OA • ' ' 0t'Et9 EG9G*L9Z. E8G•91 • ' AO* * ' GS TV2T*29Z 00G - - A 0 * • Z8 t660 LIt'91 • A' 0 • • T2 ZGSZ'GGZ. 222 • ' A 0 ' ' L17 E6Z.L'IGZ 0G7.91 A' 0 . • LS'9Lt 9 L91"91 • ' A 0 • ' 29•Ztt E090*G17Z 28091 A 0 • ' LT *L017 6TT0"ZtZ 0009T • ' A 0 • ' T6 LLOZ L16•G1 . • A 0 • ' t9.7.0t 6GZ.17•92Z. 27.28"GI . A 0 ' - Zt•Tryt7 6Z.G9 "22Z 0L !1 • • 'A 0 • ' 92 E88S L99*S1 . .A 0 • - 9G*862 OTET'SZZ EBG*GT • . . 0 - - 98 19BE*GZZ. 00G'GT • *A 0 • • EG"Z62 86G9*Z.Z.Z. Lit ' ' * A 0 ' ' Ot*LBE t9G6'61Z 22E'GT • ' A 0 • • EG'082 - 1788Z*L1 Z. OGZ•GT " ' ' A O • ' Zt"ELE 9L99 L91*GT * * ' A 0 • ' L9'G92 6G60 Z 280"GT 0*OO1T 0•GZS 0*0 GG O'GLZ. '0 (SA3)0 (AV)314110A (8,111-)3WII (SA3)81VA83INI 31fINIW-3A1 A NI Hdt --------- HdV)d EIMAH AdOrn W018 J n o H - . . . . 19.667 384.2725 252.17 . 0. . . V . ~~ 19.750 385.9530 244.01 . Q . . . V . 19.833 387.5959 238.55 . 0 . . . V . = 19.917 38 235.35 . 0 . . . V . 20.000 390.8173 232.39 . 0 . . . V . 00 ��44"4"V ~~ FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 5 . > > :);MODEL CHANNEL ROUTING BY THE CONVEX METHOD< << << - = THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER - TO ROUTE THE STREAM 3 INFLOW HYDROGRAPH BY 5-MINUTE °= INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17-52, August,1972, ^~ U.S. Department of Commerce) . . ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 22.00 CHANNEL Z = 2.00 UPSTREAM ELEVATION = 1570.00 = DOWNSTREAM ELEVATION = 1380.00 CHANNEL LENGTH(FT) = 5500.00 MANNINGS FACTOR = .033 - = CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 3914.34 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 2530.16 -^ CHANNEL NORMAL VELOCITY FOR 0 = 2530. 16 CFS = 18.49 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .916 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE ~- UNIT INTERVALS IS CSTAR = .929 ~~ CONVEX METHOD CHANNEL ROUTING RESULTS: -~ MODEL INFLOW OUTFLOW ,~ TIME (STREAM 3) (STREAM 3) (HRS) (CFS) (CFS) 15.083 2197.6 2168.4 15.167 2225. 2197.9 ~ 15.250 2253.8 2226.2 15.333 2281.9 2254.2 ~ 15.417 2305.1 2282.0 = 15.500 2316.4 2304.4 15.583 2315.3 2315.4 . 15.667 2302.1 2314.1 15.750 2276.2 2300.7 ww 15.833 2242.8 2275.1 . 15.917 2209.2 2242.2 16.000 2172.8 2208.4 . 16.83 2220.8 2179.4 16.167 2382.5 2231.7 =~ 16.250 2584.5 2389.0 . 16.333 2814.4 2590.2 16.417 3073.0 2820.5 . 16.500 3306.8 3075.0 16.583 3536.1 3309.9 = 16.667 3835.0 3545.6 16.750 3914.3 3821.1 16.833 3653.6 3885.4 16.917 3508.2 3657.7 17.000 3222.0 3494.4 *InIAIOndS Tit 13a0w KAVUQOUUAH* 9LZ' = NOI13VUA SSO1 MO1 06Z' = (8110H/H0NI)31V)A 9901 03H8831VM wnwimm 0g8 = (NOI1V1ON 1VW1330)39V1N3383d anano-"s" (113930/03A013A30NMA311VA 000' = (NOIltolON 1VW1030)301/1N30>J3d 3A8113-1S11 NiyiNnow OOO = (NouvioN 1V141030)3SV1N3083d 3A8r13-uS11 11IH100A OT * = (NOI1V10N 1V141030)3SV1N30)A3A 3AW10-1S11 013A013A30)A311VA 31IW-3HVflOS/SA0 000' = MO1A3SVS S33 000t.6 = V3Uld a3HS831VM OLO' = '8013VA NISVS 133A 000"OTE = man03a3iym 9N01k NOI1VDAVA NOI1VA313 133A 000'00EL = ai0a1N33 01 INIOA NOIlidIN30NO3 WOad HISN131 133A 0000092 T = H19N31 3S81100:31tIM gt6'L = 3WI1-9V1 AO 39 1VAH3INI liNn S31rINIW 000"g = liNn 3W11 FlAtMSOWAH liNn SJfl0H l7O = 31411 neldln 3SHr10.7N31VM (E# th1V3W.S 01 amay H8W19080AH-1INP.) >>>>>SISAltINV Hdt = 3Q03 SI 00't 3aoN 01 019 3(10N WO8A SS3008d M01A **************************************************************************** 8 t'ESET 000'07 8'61171 T'ZOtT LT6 L'6Et1 6'61t1 EE8'6T g*Z9t1 8"6EtT OgL"6T 6"ZetT 0"E9171 L99'6T 6'17rigT T'E8tT E8g'6T O '8= T'SOST 00g'6T L'ZggT • Z'8ZgT LTt'6T 6"TegT L"ZggT EEE*6T Z'O191 S"Z8S1 0g7'6T O '6E9T 90191 L9T61 069T E80'6T 0"gOLT g'ZL91 000"61 T'EtLT T'gOLT LT6'8T Z*Z6LT 8'ZtLT EE8'8T E "0g8T t"Z6LI 0g./.."81 Z"TT6T 01S81 L99"8T t'g96T 8'ZT6T E8g'8T 8"17TOZ 99961 00g'81 O 990Z E'STOZ LIt'ST Z'ETTZ Z*L9OZ EEE'81 8'6STZ 6'ETTZ OSZ"ST 6'60ZZ E'09TZ L9T"8T t'ggZ7 T'ITZZ E80"8T Z = 0008T 6'89EZ 180Z LT6'LT 8"9ZtZ Z"OLEZ EE8'LT E'961 L"9ZtZ OgL"/T g "E9SZ L'L6tZ L99'LT Z'tZ9Z 1'g9GZ. E8g*LT L'L69Z 6'EZ9Z 00g'LT E'ELLZ 8869Z LTt'LT L'Ot8Z T'gLLZ EEE'LT T'6T6Z 8'0178Z 0g7'LT Z"tZ0E Z"8T6Z L9T"LT 6'EZZE 0"810E E80"LT -~ SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .43 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .90 = SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.19 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 1.92 ~° SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.36 °w SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 7.18 °~ *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .753 = 30-MINUTE FACTOR = .753 . 1-HOUR FACTOR = .753 3-HOUR FACTOR = .961 °- 6-HOUR FACTOR = .979 24-HOUR FACTOR = .989 - . RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 -~ MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 ~ ============____________ ______= =_ -~ UNIT HYDROGRAPH DETERMINATION . ° INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) .~ _ 1 .653 73.013 2 1.963 146.342 ~~ 3 3.565 179.027 4 5.697 238.281 ~ 5 8.603 324.689 6 12.202 402.162 - 7 16.239 451.163 - 8 21.168 550.723 9 26.361 580.355 - 10 31.860 614.478 11 37.621 643.773 ~~ 12 43.424 648.467 ~~ 13 49.345 661.592 14 54.120 533.664 15 58.521 491.828 16 62.235 414.931 17 65.333 346.176 18 68.145 314.295 - 19 70.575 271.582 = 20 72.621 228.617 21 74.418 200.814 . 22 75.947 170.836 23 77.287 149.699 . 2 4 78.527 138.567 °° 5. 79.739 135.463 26 80.831 122.017 . 27 81.784 106.488 28 82.692 101.435 . 29 83.564 97.517 At 30 84.334 85.974 31 85.043 79.295 . 32 85.729 76.666 33 86.355 69.883 . 34 86.971 68.891 35 87.580 68.019 - 36 88.109 59.085 - ~° 37 88.617 56.829 7R 89.123 56.571 39 89.574 50.384 ~ 40 90.002 47.769 41 90.429 47.768 = 42 90.857 47.792 43 91.284 47.769 ~~ 44 91.701 46.563 mw 45 92.058 39.834 46 92.355 33.251 = 47 92.652 33.204 48 92.949 33.181 °., 49 93.246 33.227 °~ 50 93.544 33.204 51 93.823 31.242 ~~ 52 94.044 24.728 53 94.260 24.121 - 54 94.477 24.167 = 55 94.692 24.121 56 94.909 24.190 57 95.124 24.004 58 95.329 22.976 ~ 59 95.532 22.626 60 95.735 22.649 61 95.937 22.626 _. 62 96.140 22.650 63 96.342 22.650 64 96.514 19.194 65 96.663 16.672 66 96.812 16.578 67 96.960 16.579 68 97.109 16.625 69 97.257 16.579 70 97.398 15.737 71 97.520 13.637 72 97.642 13.590 13.590 97 763 13 73 ^ ~ 74 97.885 13.590 75 98.006 13.590 - 7 98.125 13.215 77 98.223 10.975 78 98.317 10.554 79 98.412 10.555 80 98.507 10.600 81 98.601 10.555 82 98.695 10.508 - 83 98.772 8.546 84 98.839 7.566 ~~ 85 98.907 7.519 .0 86 98.974 7.566 87 99.042 7.518 ~° 88 99.109 7.566 89 99.177 7.566 .* 90 99.245 7.565 ~_ 91 99.312 7.565 92 99.380 7.565 . 93 99.448 7.565 94 99.516 7.565 ~~ 95 99.583 7.565 . 96 ' 99.651 7.566 97 99.719 7.565 ^~ 98 99.786 7.565 99 99.854 7.565 . 100 99.922 7.565 101 99.989 7.565 102 100.000 1.183 - TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 145.4738 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 401.0972 = � m° � �� p _ -= � =° � = °~ ° ~~ _ � =° � 4rild . , . . . . . . • A • • 0 cP.7.'6E.7. ZOOL'EE .E8S*6T - • A • ' * 60"trt7Z tZSO'ZZE 00G - • • A' • 0 • ZT'617Z t7TLE*OZE L117•61 • 0 ' Zt't7SZ LSG9'8IE EEE*61 . • A' • 0 • L0 GEO6'9TE 0S7.61 - A' . SCOT'STE L9T'61 • . A- • 0 . 99'9LZ GOSZ'ETE E80'61 . A' .0 Z9*S8Z TS17E*TTE 00061 " A 'n ' ST*96Z T8LE'60E L1681 . A 0 • .8 1O t78EE*L0 E £B 81 ' * A 0 * T6'ZIE T6EZ'SOE OGL*8T . • A 0' • 18T2 11780*E0E L.9981 • ' A . 0* ' SG'6ZE LL98•00E ESS'eT 0 * * • EZ'LEE 186Q86. 00S•81 • *A 0 • ' • LS*S17E 9gLZ*96Z LT17•81 • - - A 0 • - " 8E*TGE LS68*E6Z EEE'ST " 'A 0 • " • 8E*9.SE LSL17*I6Z 0SZ*81 • . ' A 0 • . ' ZE*E9E ETZO*68Z L91'81 - • A 0 * • ' Z9•69E 161S E80•81 • ' A 0 * * • 00 LE L6 28Y 00081 * ' A 0 • ' * L8'SLE 9iI17 LI6'LT • . ' A 0 • * ' 08•Z8E 6ZZ88L. EE8*LT * ' AO ' • • 66•Z6E S981'9LZ OSL*LT • * AO ' ' ' 8017017 00817ELZ L991..1 • * OA ' ' * Z26117 TL69•0LZ ESS'LT ' *0 A . 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SttT£'SZ£ L99'61 „ . • . 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L"0661 000"61 E"80TZ. E'6E07:. LT6'8T 617LT.T. 1L60.7. EE8"81 t'EtZ.7. 7.7"E91. OGL'eT 9'170E2: WEEZZ L99 6 6"t6T2 E82"81 s"04 0 00.G"ei 17"ELifir. 9 fir. LT17 L"GZ.G.7. 917917.7. EEE"eT 0"Z8G Z."91G;17 01 "81 G Z"ELG.T. L9T"E1 T 1 "Ge79:7; E80"81 0"9GLZ 7,"0897, 000 "81 0"27..11: 8 LT6"LT G".7.06Z 9"608.7. EE8"L1 L."086Z E'688Z 0G/"L1 9'8G0E 9"L967.. L99*LT 178171 E G E8G"LT 8"BEZE z"EETE 002"LT T"ZEEE z."2.7.17E Lit"LT 17"Z1717E L'ETEE EEE"LT e'teGE a7"611 7E 0G7.."LT G"LZ8E T"ttGE L9I'LT • 9'980t O'ESLE £80,'LT . . ~~ SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .41 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .84 `= SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.12 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.04 ~~ SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.03 = SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 6.36 ". *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .753 .0 30-MINUTE FACTOR = .753 ~~ 1-HOUR FACTOR = .753 3-HOUR FACTOR = .961 °° 6-HOUR FACTOR = .979 24-HOUR FACTOR = .989 . RUNOFF HYDROGRAPH LISTING LIMITS: ~° MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 - MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 - == UNIT HYDROGRAPH DETERMINATION - ----- ----------- INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) - 1 .708 68.383 2 2.136 138.014 3 3.929 173.269 4 6.417 240.368 5 9.729 320.044 6 13.640 377.989 7 18.390 458.952 8 23.735 516.512 9 29.488 555.870 ~- 10 35.513 582.204 11 41.628 590.845 -~ 12 47.894 605.504 ~~ 13 53.141 507.034 14 57.755 445.802 - 15 61.653 376.688 16 64.850 308.931 ^~ 17 67.722 277.547 18 70.205 239.861 °° 19 72.247 197.377 00 20 74.060 175.177 21 75.590 147.780 . 22 76.937 130.210 23 78.228 124.722 ~" 24 79.472 120.174 25 80.537 102.968 . 26 81.529 95.828 m 27 82.497 93.557 28 83.352 82.600 . 29 84.145 76.616 ~w 30 84.913 74.238 31 85.613 67.664 °° 32 86.299 66.242 33 86.971 64.925 . 34 87.552 56.124 35 88.115 54.475 - 36 88.667 53.290 37 89.150 46.701 7q R9.622 45.635 39 90.095 45.655 = 40 90.567 45.635 Al 91.038 45.527 mo 42 91.473 41.994 43 91.818 33.314 ^= 44 92.152 32.329 *m 45 92.487 32.369 46 92.822 32.329 . 47 93.157 32.370 48 93.470 30.259 =° 49 93.718 23.991 ~~ 50 93.962 23.528 51 94.205 23.509 ^� 52 94.448 23.528 53 94.692 23.529 -~ 54 94.931 23.126 = 55 95.160 22.062 56 95.388 22.041 ~~ 57 95.616 22.082 58 95.844 22.062 ^ 59 96.072 22.022 _ 60 96.279 19.932 61 96.447 16.234 62 96.614 16.195 63 96.781 16.155 -~ 64 96.949 16.154 65 97.116 16.195 = 66 97.270 14.869 _ 67 97.407 ' 13.260 68 97.544 13.222 ~ ~ 69 97.681 13.221 70 97.818 13.221 -~ 71 97.955 13.261 72 98.076 11.693 73 98.182 10.288 ~ 74 98.289 10.287 75 98.395 10.288 `' 76 98.502 10.287 77 98.608 10.288 -~ 78 98.697 8.519 79 98.773 7.354 80 98.849 7.354 81 98.924 7.314 82 99.001 7.394 - 83 99.077 7.353 84 99.153 7.314 ~° 85 99.228 7.314 . 86 99.304 7.313 87 99.380 7.314 .. 88 99.455 7.314 89 99.531 7.313 a 90 99.607 7.314 mi 91 99.683 7.314 92 99.758 7.314 400 93 99.834 7.313 94 99.910 7.314 = 95 99.985 7.314 "a 96 100.000 1.420 Mil TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 312.5830 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 106.1740 - _ A ' • • ' 8E'O9 Et/917'L8 ESS•6T • A • " ' 0 • 97-'E9 178170•L8 O0S'b1 • A • ' i • 91 L .19 L117'6T J A • • • 0 • Ste. 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A " n ' 86'9g t990'68 LT6'6T A ' n 6L"Lg 6EL988 EE8'6T A ' n tglIg 09LZ'88 OgL'6T • A • • • 0 * TE'6g 8ZL8L8 L99"61 . 17.083 4309.6 4493.9 . 17.167 4034.3 4297.2 17.250 3773.7 4028.2 = 17.333 3614.3 3776.0 17.417 3494.7 3614.1 ~~ 17.500 3390.5 3493.2 =* 17.583 3288.0 3388.1 17.667 3190.4 3285.8 ~° 17.750 3103.7 3188.9 17.833 3019.2 3101.8 = 17.917 2936.0 3017.2 ~~ 18.000 2865.3 2935.0 18.083 2794.1 2863.5 = 18.167 2733.7 2793.2 18.250 2678.5 2732.6 ~- 18.333 2617.8 2676.6 ~° 18.417 2562.2 2616.7 18.500 2507.1 2560.9 ~= 18.583 2445.4 2505.1 18.667 2386.1 2444.0 .. 18.750 2322.9 2384.2 18.833 2250.9 2320.5 ~~ 18.917 2182.5 2249.4 . 19.000 2121.7 2181.5 19.083 2068.8 2120.9 ~^ 19.167 2024.2 2068.3 19.250 1982.4 2023.4 = 19.333 1943.8 1981.7 _ 19.417 1907.4 1943.1 19.500 1870.9 1906.5 . 19.583 1837.6 1870.3 19.667 1808.2 1837.1 . 19.750 1780.4 1807.6 19.833 1753.2 1779.7 19.917 1724.5 1752.4 _ 20.000 1699.3 1724.1 ~~ . ~*************************************************************************** ~~ FLOW PROCESS FROM NODE 8. 10 TO NODE 8.00 IS CODE = 1 ~~ >>>UNIT-HYDROGRAPH ANALYSIS<<<<< - =_=========================____ _ ____===_ _ __________ *ad (UNIT-HYDROGRAPH ADDED TO STREAM #3) WATERCOURSE "LAG" TIME = .830 HOURS . UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES . UNIT INTERVAL PERCENTAGE OF LAG-TIME = 10.044 Ale WATERCOURSE LENGTH = 8600.000 FEET . LENGTH FROM CONCENTRATION POINT TO CENTROID = 6100.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 105.000 FEET . BASIN FACTOR = .060 WATERSHED AREA = 512.000 ACRES . BASEFLOW = .000 CFS/SQUARE-MILE . VALLEY(DEVELOPED) S-GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .787 . LOW LOSS FRACTION = .755 *HYDROGRAPH MODEL #1 SPECIFIED* . SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .39 . SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .80 *is SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.06 � pP'rrPrcn PPAU 1-1-iOUR RAINFALL(INCH) = 1.93 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 2.86 - SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 5.94 " *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: . 5-MINUTE FACTOR = .753 30-MINUTE FACTOR = .753 =^ 1-HOUR FACTOR = .753 3-HOUR FACTOR = .961 °° 6-HOUR FACTOR = .979 ww 24-HOUR FACTOR = .989 '= RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 ww MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 _ UNIT HYDROGRAPH DETERMINATION . --------------- - - = INTERVAL "S" GRAPH UNIT HYDROGRAPH == NUMBER MEAN VALUES ORDINATES(CFS) ^AV 1 .574 35.538 2 1.742 72.306 ~~ 3 3.333 98.515 4 6.091 170.806 ~• 5 10.702 285.514 6 16.348 349.561 7 22.469 379.070 ~- 8 28.959 401.851 9 36.510 467.531 - 10 45.414 551.314 ,� 11 54.367 554.419 12 62.400 497.393 - 13 69.554 442.942 14 75.877 391.536 ~~ 15 80.684 297.671 16 84.808 255.352 . 17 88.036 199.891 == 18 90.413 147.170 19 92.481 128.072 - 20 94.240 108.897 21 95.537 80.332 `= 22 96.505 59.917 . 23 97.293 48.778 24 97.972 42.048 . 25 98.208 14.600 26 ' 98.396 11.644 . 27 98.584 11.674 . 28 98.772 11.644 29 98.961 11.680 ~° 30 99.149 11.656 31 99.337 11.656 ,is 32 99.526 11.656 33 99.714 11.656 . 34 99.902 11.656 . 35 100.000 6.056 . _____________-________ . 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" 0 ' TL 0092 228'tZ "A • . • 0 • 01'006 OL88'86ZE 0GL't: *A . - • 0 ' Et"996 0889'.7.67:2 999'tZ _ 'A , , • • " 0 * 9L*ZZ01 OZE0'98ZE E8G•tZ. c c FUSCOE WILLIAMS LINDGREN & SHORT APPENDIX V Etiwanda / San Sevaine Watersheds To Downstream Of Foothill Blvd. c -t*/i*Y FLOOD ROUTING ANALYSIS USING ORANGE/SAN BERNAPDINO COUNTY UNIT-HYDROGRAPH (1986 MANUAL) (c) Copyright 1983-88 Advanced Engineering Software (aes) Ver. 3.0A Release Date: 7/21/88 Serial # 2124 Analysis prepared by Fuscoe, Williams, Lindgren & Short ************************** DESCRIPTION OF STU[y ************************** ~ ^ (FILE ESS\ESSEXT8.DAT/OUT) * ETIWANDA & SAN SEVAINE EXIT. HYDROLOGY TO NODE 8 * 1/24/89 J********** FILE NAME: \ESS\ESSE4T8.DAT TIME/DATE OF STUDY: 16: 2 1/24/1989 ~*****w**********************^*+*******+**+******************************* FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE = 1 >>>>>UNIT-HYDROGRAPH ANALYSIS((((( , UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERCOURSE "LAG" TIME = .456 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 18.290 WATERCOURSE LENGTH = 16200.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 8200.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 3520.000 FEET BASIN FACTOR = .040 WATERSHED AREA = 1262.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .850 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .149 VALLEY(UNDEVELOPED/DESERT) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .293 LOW LOSS FRACTION = .126 = *HYDROGRA7H MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .68 *w SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.40 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.86 SPECIFIED PEAk 3-HOUR RAINFALL(INCH) = 4.00 SPECIFIED PEAk 6-HOUR RAINFALL(INCH) = 6.50 SPECIFIED PEAk 24-HOUR RAINFALL(INCH)= 16.00 =, *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: ~SN 5-MINUTE FACTOR = .520 30-MINUTE FACTOR = .548 1-HOUR FACTOR = .564 3-HOUR FACTOR = .883 6 FACTOR = .947 24-HOUR FACTOR = .971 RUNOFF HYDROGRAPH LISTING LIMITS: . MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 - eit ~10 UNIT HYDROGRAPH DETERMINATION . ~ INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) =° 1 1.307 199.514 ^ 2 4.877 544.894 ~~ 3 10.431 847.671 4 18.518 1234.195 - 5 29.731 1711.427 6 49.104 2956.648 ~~ 7 60.090 1676.788 8 66.654 1001.738 - 9 71.602 755.203 ~~ 10 75.648 617.529 11 79.021 514.881 -~ 12 81.880 436.329 13 84.347 376.412 =° 14 86.493 327.658 15 88.320 278.860 _ 16 89.928 245.390 ~~ 17 91.341 215.639 18 92.538 182.693 - 19 93.529 151.229 20 94.385 130.676 °~ 21 95.129 113.351 ~ 22 95. 727 P1.408 23 96.133 61.979 . 24 96.435 46.039 25 96.733 45.575 -° 26 97.005 41.462 =° ,":" 97.270 40.480 28 97.516 37.596 ~= 29 97.747 35. 171 30 97.976 34.989 . 31 98.203 34.616 32 98.427 34.137 '.. 33 99.650 34.113 . 34 98.955 31.307 35 98.926 10.859 . 36 98.997 10.758 37 99.063 10.130 . 38 99.129 10.019 °~ 39 99.192 9.567 40 99.247 8.406 00# 41 99.301 8.347 42 99.359 8.761 - 43 99.419 9.178 44 99.478 • 9.003 ^MN 99 514 5 529 45 ^ ^ .= 46 99.541 4.167 47 99.569 4.157 =AP 48 99.596 4.158 49 99.623 4.157 ~" 50 99.650 4.167 _ 51 99.678 4.157 52 99.705 4.157 53 4.158 54 99.759 4.157 55 99.786 4.051 56 99.802 2.437 57 99.815 1.973 58 99.828 1.962 59 99.840 1.953 60 99.854 2.030 61 99.867 1.953 62 99.879 1.952 = 63 99.892 1.953 ~~ 64 99.905 1.953 65 99.918 1.953 66 99.931 1.952 67 99.943 1.953 68 99.956 1.953 69 99.969 1.952 70 99.982 1.953 _. 71 99.994 1.953 72 100.000 .840 ----------------------- TOTAL SOIL-LOSS VOLUME(ACRE-BB) = 203.7497 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1429.3810 bat �* •� = � � �10 �W � , a in = ~ ffi • A " 569 0 .6£'176T T E85'6T • A 0 60•170L OT09'68T T 00S'6T — . 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TS 0'60g 00S•E7 ti'tiTS T'TIS 9T1'E= 9'91S £ "EIS EEE'E• 6'8TS S'STS OS'EZ 8'LTS 99T'E_ 9'E1S T 'Oag ES0'E= 0 ' 9TS 1 ' Z.f 000 E 7 -1 S'8ZS 8'1 G LT6"Z T'TES E'LtiS £E8'- L'££S S'6':S OSL'ZZ £ "9ES ti'ZES L.99'Vf. 0'6£S O' SES ESS' Z MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 . _ UNIT HYDROGRAPH DETERMINATION . INTERVAL "S' UNIT HYDROGRAPH - NUMBER MEAN VALUES ORDINATES(CFS) ------------------------------------ -- -- . 1 .946 276.363 - 2 3.135 639.623 3 6.353 940.331 ~ 4 10.747 1283.879 5 16.409 1654.276 ~~ 6 23.548 2085.984 ~~ 7 32.242 2540. 167 8 45.359 3832.585 ~- 9 55 292 2902.405 10 61.351 1770.325 ~~ 11 65.955 1345. 156 ~_ 12 69.778 1117.110 13 72.802 883.581 -° 14 75.515 792.635 15 77.792 665.323 -~ 16 79.924 622.826 17 81.729 527.347 = 18 83.423 495.142 _ 19 84.906 433.168 . 20 86.314 411.469 ~~ 21 87.536 356.954 22 88.696 339.054 ~ 23 89.707 295.335 24 90.665 279.817 25 91.485 239.790 - 26 92.264 227.605 27 92.950 200.228 ~ 28 93.594 188.284 29 94.139 159.325 - 30 94.653 150.043 ~. 31 95.10 131.297 32 95.493 114.121 ~ 33 95.760 78.089 34 96.023 76.753 ~~ 35 96.285 76.713 - 36 96.538 73.909 37 96.775 69.272 . 38 97.012 69.230 39 97.249 69.281 . 40 97.453 59.437 41 97.634 53.033 =m 42 97.816 53.033 . 43 97.997 53.055 44 98.168 49.831 "w 45 98.330 47.444 46 98.493 47.419 . 47 98.655 47.341 . 48 98.804 43.527 49 98.945 41.465 . 50 99.042 28.088 51 99.120 23.036 = 52 99.186 19.124 53 ' 99.246 17.588 =" 54 99.306 17.586 - 55 99.366 17.544 56 99.424 16.993 57 99.482 16.839 ~� 58 99.540 16.844 59 99.598 16.873 = 60 99.656 17.160 61 99.715 17.216 . 62 99.774 17.209 =w 63 99.830 16.217 64 99.837 2.093 ` 65 99.843 1.881 66 99.850 1.866 = 67 99.856 1.870 . 68 99.862 1.877 69 99.869 1.870 = 70 99.875 1.870 71 99.882 1.873 ~~ 72 99.888 1.870 7 3 99.894 1.870 . 74 99.901 1.873 75 99.907 1.870 76 99.914 1.870 77 99.920 1.879 78 99.926 1.864 79 99.931 1.433 80 99.934 .983 81 99.937 .883 82 99.940 .872 83 99.943 .883 - 84 99.946 .883 85 99.949 .889 - 86 99.953 .981 87 99.956 .892 88 99.959 .889 - 89 99.962 .892 90 99.965 .889 91 99.968 .892 92 99.971 .892 93 99.974 .889 _ 94 99.977 .892 95 99.980 .892 96 99.983 .889 97 99.986 .892 .892 99 989 98 ^ ^ 99 99.992 .889 100 99.995 .892 101 99.999 .892 102 100.000 .432 . . ~~ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 548.5391 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1669.4630 . _ . = . . - _ .. ... .. .. . . _ 0 ...... 111 ==■111■1011 . . . . ,-, _•• , , .- .,,' . ,. - ...,, . - . . .• t, • . .. . * A• 0 • ' Eg*L2:8 09TUTEET E8G*6T ' 0 ' ' g8128 OLT9'GZET 00S ' • A' 0 * ' 7.J8.17.8 0gT6'6TET LI1761 r..] ' • A' 0 ' • 17Z'OE8 0.7TZ'17TET EEE'6T * 0 ' ' ZL 0 ' ' A' 0 • ' Og'ZE8 06gL".17.0E1 L91-'61 - • A* 0 ' ' 980E8 0GZ0'L6Z1 E8061 El . • A 0 ° • E6'8Z8 00t61 0006T ' A . 0 • ' L6'.Z.Z8 Ot6g"g8Z1 L1681 A . 0 - • Lg*ZT8 09Z6*OLZ1 EE8'81 71 ' A ' 0 • * 01'96L 00EE*17LZ1 0;481 • A ' 0 • ' g6*g9L 0L17889Z1 L9981 • A ' il ' ' 08'9TL 0.7.i.g*E91 E8G'81 3 • A . o • " ZZ'g69 09E98gZ1 008T ' A ' 0' ' 90*E89 08178"EgZ1 L117"8T 0' ' LO'g89 0E EEE'81. 3 0 ' • ZL17�9 OgZ17•1717Z1 OG:7"8T ' "A • 0 • • g0'91L 0Tt79'6EZI L9181 0 ' " 181717L 060L'17EZT E8081 0 ' ' 9L'68L 008�T 00081* El • 'A • 0 ' " 4737"g178 011711747TI LI6'LT • 'A ' 0 ' g17916 081E'81Z1 EES"LT 0 ' • 17E 0900'471Z1 OgL'LT * .0 " ' 8g'9ET1 01*.g07.1 L99"LT . 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MV3d a3IJI33dS (NI)11VANIV)J an0H-9 MV3d a3IAI33dS 9T•Z = (H3NI)11VANI noH-E Mid3d a3IAI33dS Uri = (H3NI)11VANI I noH-T MV3d a3IAI33dS E8' = (H3NI)11VANIV8 s3inNiw-02 MV3d a3IJI33dS It' =(H3NI)11VANIV S31fINIW-S MV38 a3IAI33dS *a3IAI33dS T# 1300w HdV890HaAH* TTL = NOI13VHA SSO1 MOI G6L' = (UflOH/H3NI)31 SSO1 a3HSH31VM wnwixvw 13313313S HdtM9-S (Dd3S30/a3d013A3aNn)A311VA 31IW-3itsflOS/SA3 000' = MO1A3St S383V 000'17GE = 1 J3&d a3HSM31VM 080' = 8013VA NISEI 133J 00009t = manooaalvm 9NO1V NOI1VI&dA NOU 133A 000006E = ai0aiN33 01 1NIOd NOI1VM1N33NO3 WCPJA H1SN31 1334 000 00L = H1EIN31 3SH1103)331VM Z80•ET = 3WI1-9V1 dO 39V1N3383d 1VM31NI inn S3.1fINIW 000'2 = liNn 3WI1 FldkPA90)JaAH liNn .sanoH LE9' = 3WI1 .9V1. 3SW100831VM (T# WV3aLS 01 amat HdicklaMaAH-IINfl) >>>>>SISAltINV HdkM90:93AH-1INn(<((( T = 3Q03 SI 00 1017 300N 01. 01 1017 3aoN WO8A SS3308d MOld *************************************************************************** • • A • ' • S17'17Z8 089L'6SET 000•0Z. A ' • 6Z98 0060'17SET LT6'6T • A • ri • ' L6'927.8 000t'817ET EE8'6T A • 9L92:8 0170L OGL'6T A • o • 18•97..8 00TO'LEET • L99'6T 9 55.862 316.007 - 10 61.586 245.079 11 65.925 185.744 . 12 69.500 153.068 13 72.258 118.065 . 14 74.516 96.682 ~ 15 76.473 83.767 16 78.316 78.918 ~ 17 79.901 67.860 18 81.387 63.616 - 19 82.701 56.230 _ 20 83.947 53.351 21 85.099 49.327 ~~ 22 86.150 44.999 23 87.092 40.308 . 24 87.945 36.530 = 25 88.730 33.603 26 89.515 33.603 ~. 27 90.293 33.334 28 90.929 27.198 == 29 91.504 24.641 30 92.080 24.641 `" 31 92.642 24.046 "� 32 93.086 19.042 33 93.505 17.917 ~~ 34 93.923 17.923 35 94.338 17.731 =� 36 94.732 16.875 37 95.124 16.811 . 38 95.517 16.792 = 39 95.878 15.456 40 96.168 12.426 ~° 41 96.456 12.311 42 96.743 12.324 . 43 97.007 11.288 ~= 44 97.243 10.086 45 97.478 10.087 = 46 97.713 10.061 47 97.916 8.680 - 48 98.099 7.836 49 98.282 7.837 50 98.463 7.734 - 51 98.606 6.136 52 98.737 5.599 . 53 98.868 5.599 54 98.998 5.599 . 55 99.129 5.599 . 56 99.260 5.599 57 99.391 5.599 - 58 99.522 5.599 59 99.652 '5.599 . 60 99.783 5.599 61 99.914 5.599 "~ 62 100.000 3.682 MI . TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 151.4514 . TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 65.0674 . . _ - _ - 24 -HOUR STORM °= RUNOFF HYDROGRAPH . _ MI HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) war TIME(HRS) VOLUME(AF) Q(CFS) 0. 50.0 100.0 150.0 200.0 ______ ______ ~~ 15.0R3 32.0437 59.60 . .0 V. . . 15.167 32.4575 60.09 . . Q V. . . ~~ 15.250 32.8743 60.52 . . 0 V . . 15.333 33.2938 60.91 . . 0 V . . ~~ 15.417 33.7128 60.84 . . 0 V . . . 15.500 34.1278 60.26 . . Q V . . 15.583 34.5353 59.17 . .0 .V . . -• 15.667 34.9319 57.59 • .0 ■V . . •••• 15.750 35.3144 55.54 . .0 .V . . = 15.833 35.6813 53.27 . 0 .V . . ~ 15.917 36.0342 51.25 . 0 . V . . 16.000 36.3788 50.03 . Q . V . . *� 16.083 .7 6.7673 56.41 . .0 . V . . 16.167 37.2184 65.51 . . 0 . V . . - 16.250 37.7384 75.50 . . 0 . V . . 16.333 38.3312 86.07 . . 0 . V . . °� 16.417 39.0014 97.30 . . Q. V . • ~~ 16.500 39.7264 105.28 . . .0 V . . 16.583 40.4770 108.98 . . .0 V . . '' 16.67 41.2219 108.15 . . .0 V . . 16.750 41.8930 97.45 . . Q. V . • -^ 16.833 42.5021 88.45 . . Q . V . • ,~ 16.917 43.0643 81.62 . . 0 . V . . 1 7.000 43.6062 78.68 . . Q . V . . _ L7.083 44.1232 75.07 . . Q . V . . 17.167 44.6244 72.77 . . Q . V , , = 17.2■0 45.1139 71.08 . . Q . V . • 17.333 45.5958 69.97 . . Q . V . . ~~ 17.417 46.0607 67.51 . . Q . V . • °_ 17.500 46.5118 65.51 . . Q . V . . 17.583 46.9448 62.86 . . Q . V . . ~~ 17.667 47.3632 60.76 . . Q . V. . L7.'50 47.7678 58.73 . .Q . V. • ~= 17.833 4S.1596 56.89 . .Q . V. • 17.917 48.5396 55.19 . .0 . ~� V. . 18.000 48.9100 53.77 . Q . V . Ail 18.083 49.2719 52 • 0 . V . 18.167 49.6277 51.66 . Q . V . ~° 18.250 49.9762 50.60 . Q . V . air 12.333 50.3114 48.67 . Q. . V . 18.417 50.6360 47.14 . Q. . .V • ~° 18.500 50.9519 45.86 . Q. . .V . 18.583 51.2584 44.50 . Q . . ,V . 4M 18.667 51. 42.59 . Q . ~ .V . 18.750 51.8363 41.34 . Q . . .V • . 18.833 52.1146 40.40 . 0 . . . V . °. 18.917 52.3870 39.57 . 0 . . . V . 19.000 52.65 38.70 . 0 . . . V . . 19.083 52.9154 38.01 . Q . . . y , 19.167 53.1726 37.35 . 0 . . . V . a. 19.250 53.4241 36.52 . 0 . . . V . ~� 19.333 53.6689 35.54 . Q . . . V • 19.417 53.9098 34.98 . 0 . . . V . ~~ 19.500 54.1471 34.46 . 0 . • . V • 19.583 54.3801 33.83 . 0 . . . V • 19.667 54.6087 33.20 . Q . . . V . - 19.750 54.8343 32.75 . 0 . . . V . 19.833 55.0567 32.30 . Q . . . V . = 19.917 55.2749 31.69 . 0 . . . V ^ _° 20.000 55.4895 31.16 . 0 . . . V ■ = '1.4 °40 FLOW PROCESS FROM NODE 401.00 TO NODE .42 IS CODE = 3 ow >>>>>MODEL FLOW-THROUGH DETENTION BASIN ROUTING<<<<< ~~ ======__ _ ===_ _ _ - ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 - THROUGH A FLOW-THROUGH DETENTION BASIN _= USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: - DEAD STORAGE(AF) = 62.000 SPECIFIED DEAD STORAGE(AF) FILLED = 62.000 °~ SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 - ~- BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: - INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) . 1 .00 .00 .000 __ 2 1.17 100.00 18.000 3 1.89 500.00 27.000 ~ 4 2.47 1000.00 35.000 5 3.37 2000.00 49.000 ~ 6 4.09 3000.00 60.000 7 4.72 4000.00 70.000 ~~ 8 5.28 5000.00 80.000 _ 9 5.79 6000.00 86.000 10 6.23 7000.00 92.000 °~ 11 6.62 8000.00 98.000 12 6.69 9000.00 104.000 _ 13 7.22 10000.00 110.000 �. _ INFLOW - (STREAM 1) | | � A� | effective depth ^~ ---- -- : (and volume) | � � \ _ � | |....V........ � | detention |<-->| outflow | basin | | 411V | A | \ | | storage | basin outlet � V �141 OUTFLOW (STREAM 1) °aw ============_______===___ _== BASIN ROWING MODEL RESULTS(5-MINUTE INTERVALS): - - TIME DEAD-STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ~~ 15.083 62.000 2769.3 3.87 2660.9 56.643 15.167 62.000 2807.7 3.91 2721.7 57.235 = 15.250 62.000 2837.8 3.94 2769.9 57.703 15.333 62.000 2863.8 3.96 2809.5 58.084 . 15.417 62.000 2873.8 3.98 2837.3 58.336 00 15.500 62.000 2862.6 3.99 2852.0 58.409 15.593 62.000 2824.6 3.98 2848.0 58.247 . 15.667 62.000 2760.4 3.95 2821.5 57.826 15.750 62.000 2669.1 3.90 2770.6 57.127 . 15.833 62.000 2550.6 3.84 2694.0 56.140 . 15.917 62.000 2387.0 3.75 2586.6 54.765 16.000 62.000 2225.5 3.64 2452.9 53.199 . 16.033 62.000 2232.4 3.59 2346.1 52.416 16.167 62.000 2375.9 3.62 2326.1 52.759 ~= 16.250 62.000 2583.4 3.70 2399.3 54.027 = 16.333 62.000 2829.5 3.83 2545.8 55.980 16.417 62.000 3110.7 3.99 2748.1 58.478 _ 16.500 62.000 3427.9 4.18 3001.5 61.414 16. 62.000 3803.9 4.39 3311.1 64.808 = 16.667 62.000 3943.9 4.54 3599.4 67.181 16.750 62.000 3468.5 4.46 3654.1 65.902 -~ 16.833 62.000 3083.1 4.30 3460.3 63.304 _ 16.917 62.000 3004.2 4.19 3246.9 61.633 17.030 62.000 3064.4 4.16 3138.0 61.126 . 17.033 62.000 3085.9 4.15 3105.8 60.990 17.167 62.000 3084.0 4.15 3095.1 60.913 0= 17.250 62.000 3045.4 4.13 3079.6 60.678 17.333 62.000 2994.0 4.11 3048.9 60.300 17.417 62.000 2898.9 4.07 2997.7 59.620 17.500 62.000 2781.8 4.00 2921.7 58.657 17.583 62.000 2605.6 3.91 2813.0 57.229 - 17.667 62.000 2380.8 3.78 2660.5 55.302 17.750 62.000 2203.0 3.66 2484.7 53.362 ~- 17.833 62.000 2089.8 3.55 2323.4 51.753 ~_ 17.917 62.000 1991.6 3.46 2188.6 50.396 18.000 62.000 1909.6 3.39 2075.1 49.256 = 18.083 62.000 1841.9 3.32 1985.5 48.267 18.167 62.000 1794.5 3.27 1917.4 47.421 ~~ 18.250 62.000 1753.7 3.22 1860.9 46.683 . 18.333 62.000 1721.9 3.18 1812.3 46.061 18.417 62.000 1694.8 3.15 1771.2 45.534 _" 18.500 62.000 1678.2 3.12 1737.8 45.124 18.583 62.000 1662.5 3.10 1711.2 44.789 =~ 18.667 62.000 1677.3 3.09 1694.9 44.668 18.750 62.000 1681.7 3.09 1688.8 44.619 = 18.833 62.000 1677.3 3.08 1685.1 44.565 ~= 18.917 62.000 1668.6 3.08 1680.3 44.484 19.000 62.000 1654.9 3.07 1673.0 44.359 -~ 19.033 62.000 1640.7 3.06 1663.0 44.205 19.167 62.000 1629.3 3.05 1652.0 44.049 ANY 19.250 62.000 1617.7 3.04 1640.7 43.891 19.333 62.000 1603.6 3.03 1628.8 43.717 . 19.417 62.000 1590.4 3.02 1616.3 43.539 . 19.500 62.000 1579.8 3.01 1604.0 43.373 19.583 62.000 1569.7 3.00 1592.4 43.216 °~ 19.667 62.000 1559.7 2.99 1581.5 43.066 . 19.750 62.000 1550.7 2.98 1571.1 42.925 19.833 62.000 1541.9 2.97 1561.3 42.791 . 19.917 62.000 1532.3 2.96 1551.7 42.657 20.000 62.000 1522.9 2.95 1542.2 42.524 . 20.093 62.000 1514.0 2.95 1532.8 42.395 20.167 62.000 1503.1 2.94 1523.2 42.256 ~" 20.250 62.000 1493.5 2.93 1513.4 42.119 _ 20.333 62.000 1485.0 2.92 1503.9 41.989 20.417 62.000 1477.2 2.91 1494.9 41.868 20.500 62.000 1469.6 2.90 1486.4 41.752 - 20.583 62.000 1461.7 2.90 1478.2 41.638 20.667 62.000 1453.9 2.89 1470.1 41.526 ~° 20.750 62.000 1445.5 2.88 1462.1 41.412 ~~ 20.833 62.000 1437.4 2.87 1453.9 41.298 20.917 62.000 1429.8 2.87 1445.9 41.187 ~� 21.030 62.000 1422.5 2.86 1438.1 41.080 21.033 62.000 1415.3 2.85 1430.5 40.975 ~~ 21.167 62.000 1408.3 2.85 1423.1 40.873 A. 21.250 62.000 1400.9 2.84 1415.8 40.770 21.333 62.000 1391.8 2.83 1408.1 40.658 .. 21.417 62.000 1385.9 2.83 1400.5 40.557 21.500 62.000 1380.5 2.82 1393.7 40.466 -~ 21.583 62.000 1375.3 2.82 1387.5 40.382 21.667 62.000 1369.7 2.81 1381.5 40.301 - 21.750 62.000 1364.2 2.81 1375.8 40.221 21.833 62.000 1358.8 2.80 1370.1 40.143 21.917 62.000 1353.6 2.80 1364.6 40.067 22.030 62.000 1348.4 2.79 1359.3 39.992 22.083 62.000 1343.1 2.79 1353.9 39.918 ~ 22.167 62.000 1337.6 2.78 1348.6 39.842 _ 22.250 62.000 1332.3 2.78 1343.2 39.767 2 62.000 1327.7 2.77 1338.0 39.696 =° 22.417 62.000 1323.2 2.77 1333.0 39.629 22.500 62.000 1318.8 2.76 1328.3 39.563 - 22.583 62.000 1314.2 2.76 1323.6 39.499 22.667 62.000 1309.8 2.76 1319.1 39.435 22.750 62.000 1305.6 2.75 1314.6 39.373 22.833 62.000 1301.5 2.75 1310.2 39.313 22.917 62.000 1297.4 2.74 1306.0 39.254 23.000 62.000 1293.5 2.74 1301.8 39.197 23.083 62.000 1289.6 2.74 1297.7 39.140 23.167 62.000 1285.8 2.73 1293.8 39.085 ~~ 23. 62.000 1282.1 2.73 1289.9 39.031 23.333 62. 1278.1 2.73 1286.0 38.977 - 23.417 62.000 1274.2 2.72 1282.1 38.923 23.500 62.000 1270.4 2.72 1278.3 38.869 ~~ 23.583 62.000 1266.7 2.72 1274.4 38.816 23.667 62.000 1263.1 2.71 1270.7 38.763 - 23.750 62.000 1259.5 2.71 1267.0 38.712 ~~ 23.833 62.000 1256.0 2.71 1263.3 38.661 23.917 62.000 1252.5 2.70 1259.7 38.612 - 24.000 62.000 1249.2 2.70 1256.2 38.563 24.083 62.000 1238.9 2.69 1251.4 38.477 ~^ 24.167 62.000 1215.8 2.68 1241.9 38.297 A . 24.2 62.000 1176.5 2.66 1223.8 37.971 24.333 62'000 1118.9 2.63 1193.8 37.455 = 24.417 62.000 1041.0 2.58 1148.8 36.712 24.500 62.000 938.7 2.51 1086.1 35.697 - 24.593 62.000 796.4 2.42 1002.4 34.279 == 24.667 62.000 632.1 2.29 897.8 32.449 24.750 62.000 516.0 2.15 783.1 30.610 - 24.833 62.000 441.9 2.04 675.4 29.002 24.917 62.000 385.2 1.94 582.6 27.642 ,m0 25.0 62.000 338.4 1.85 508.3 26.472 25.083 62.000 300.5 1.76 453.2 25.420 A. 25.167 62.000 267.1 1.69 408.2 24.449 Am 25 62.000 238.7 1.62 367.0 23.565 25.333 62.000 213.0 1.55 329.5 22.763 -. 25.417 62.000 191.0 1.49 295.7 22.042 25.500 62. 170.9 1.44 265.2 21.393 m. 25.593 62.000 153.5 1.39 237.9 20.812 25.667 62.000 137.6 1.35 213.4 20.290 25.750 62.000 123.9 1.32 191.4 19.825 - 25.833 62.000 111.3 1.28 171.8 19.408 �� 0 1 7 �?'000 100.5 1.25 154.3 19.037 26.000 62. 000 90.9 1.23 138.8 18.707 ~~ 26.093 62.000 83.0 1.20 125.0 18.418 26.167 62.000 75.6 1.18 112.9 18.161 ^= 26.250 62.000 69.0 1.17 103.4 17.924 - 26.333 62.000 62.9 1.15 98.9 17.676 26.417 62.000 57.5 1.13 97.4 17.401 . 26.500 62.000 52.5 1.11 95.8 17.103 26.583 62.000 47.9 1.09 94.1 16.784 -~ 26.667 62.000 43.8 1.07 92.3 16.450 =~ 26.750 62.000 40.7 1.05 90.4 16.108 26.833 62.000 37.5 1.02 88.5 15.757 _ 26.917 62.000 34.5 1.00 86.5 15.398 27.000 62.000 31.9 .98 84.5 15.036 °= 27.083 62.000 29.7 .95 82.5 14.672 27.167 62.000 27.5 .93 80.5 14.307 ~~ 27.250 62.000 25.4 .91 78.5 13.941 . 27.333 62.000 23.5 .88 76.4 13.577 27.417 62.000 21.8 .86 74.4 13.215 ~~ 27.500 62.000 20.2 .84 72.4 12.855 27.583 62.000 18.5 .81 70.4 12.497 *or 27.667 62.000 16.9 .79 68.4 12.142 27.750 62.000 15.4 .77 66.5 11.791 - 27.833 62.000 13.9 .74 64.5 11.442 =° 27.917 62.000 12.6 .72 62.6 11.097 28.000 62.000 11.3 .70 60.7 10.757 ^~ 28.083 62.000 10.1 .68 58.8 10.421 28.167 62.000 9.2 .66 57.0 10.092 . 28.250 62.000 8.5 .64 55.2 9.771 _~ 28.333 62.000 7.8 .61 53.4 9.457 28.417 62.000 7.2 .59 51.7 9.151 ~~ 28.500 62.000 6.6 .58 50.0 8.852 28.583 62.000 6.0 .56 48.4 8.560 ~ 28.667 62.000 5.4 .54 46.8 8.276 28.750 62.000 4.9 . 52 45.2 7.998 ~~ 28.833 62.000 4.4 .50 43.7 7.728 -~ 28.917 62.000 3.9 .49 42.2 7.464 29.000 62.000 3.4 .47 40.7 7.206 = 29.083 62.000 2.8 .45 39.3 6.955 29.167 62.000 2.3 .44 38.0 6.709 -^ 29.250 62.000 1.9 .42 36.6 6.470 ~ 29.333 62.000 1.8 .41 35.3 6.239 29.417 62.000 1.6 .39 34.0 6.016 . 29.500 62.000 1.5 .38 32.8 5.800 29.593 62.000 1.4 .36 31.6 5.592 =~ 29.667 62.000 1.3 .35 30.5 5.391 29.750 62.000 1.2 .34 29.4 5.197 ~° 29.833 62' 1.1 .33 28.4 5.009 =° 29.917 62.000 1.0 .31 27.3 4.828 . ~ * l *�*t�*********** *** ******************************** * *** * * *********** � ° FLOW PROCESS FROM NODE .42 TO NODE .43 IS CODE = 3 - >>>>MODEL FLOW-THROUGH DETENTION BASIN ROUTING<(<(< my ===============______=== ________====== sx wiiir ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLO DETENTION BASIN °^ USING FIVE-MINUTE UNIT INTERVALS: SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: +Ns DEAD STORAGE(AF) = 38.300 SPECIFIED DEAD STORAGE(AF) FILLED = 38.300 - SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: - INTERVAL DEPTH OUTFLOW STORAGE = NUMBER (FT) (CFS) (AF) 1 .00 .00 .000 . 2 .75 100.00 3.700 41W 3 1.58 500.00 11.700 4 2.19 1000.00 17.700 . 5 3.12 2000.00 25.700 6 3.88 3000.00 33.700 ow 7 4.55 4000.00 39.700 ~, 8 5.15 5000.00 45.700 9 5.70 6000.00 50.700 - 10 6.14 7000.00 54.700 11 6.45 8000.00 58.700 -" 12 6.70 9000.00 61.700 13 6.93 10000.00 63.700 =° _ °~ INFLOW (STREAM 1) _ , =_ � V effective depth | (and volume) =~ � � | | | | 1 V ~ ) detention {<-->| outflow °~ basin basin � � | A | \ ~~ { | storage i basin outlet V -- OUTFLOW _ (STREAM 1) ~~ ~ BASIN ROUTING MODEL RESULTS(5-MINUTE INTERVALS): ~ TIME DEAD-STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE ~~ (HRS) FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ____________ ______ = 15.083 38.300 2660.9 3.57 2550.5 30.484 15.167 38.300 2721.7 3.63 2635.3 31.080 ~° 15.250 38.300 2769.9 3.68 2701.8 31.549 =" 15.333 38.300 2808.5 3.71 2754.4 31.921 15.417 38.300 2837.3 3.74 2795.6 32.208 ~° 15.500 38.300 2852.0 3.76 2825.1 32.394 15.583 38.300 2848.0 3.76 2840.1 32.448 = 15.667 38.300 2821.5 3.75 2836.9 32.342 15.750 38.300 2770.6 3.72 2812.3 32.055 ~° 15.833 38.300 2694.0 3.68 2764.2 31.572 °W 15.917 39.300 2586.6 3.61 2689.6 30.862 16.000 38.300 2452.9 3.52 2587.4 29.936 . 16.083 38.300 2346.1 3.44 2474.3 29.053 16'167 38.300 2326.1 3.40 '2391.1 28.605 +� 16.250 38.300 2399.3 3.41 2374.0 28.779 ~° 16.333 38.300 2545.8 3.49 2433.3 29.554 16.417 38.300 2748.1 3.61 2561.9 30.836 .1 16.500 38.300 3001.5 3.77 2750.2 32.567 16.583 38.300 3311.1 3.99 3008.5 34.651 ~ 16.667 38.300 3599.4 4.20 3319.3 36.580 .~ 14.750 38.300 3654.1 4.29 3543.5 37.342 16.833 38.300 3460.3 4.22 3553.5 36.700 16.917 38.300 3246.9 4.09 3407.7 35.592 ~~ 17.000 38.300 3138.0 4.00 3250.7 34.816 17.083 39'300 3105.8 3.97 3156.8 34.465 ~- 17.167 38.300 3095.1 3.95 3115.7 34.323 17.250 38.300 3079.6 3.94 3095.0 34.217 . 17.333 38.300 3048.9 3.92 3072.6 34.054 = 17.417 38.300 2997.7 3.89 3036.7 33.786 17.500 38.300 2921.7 3.85 2985.2 33.348 . 17.583 38.300 2813.0 3.78 2913.0 32.659 17.667 38.300 2660.5 3.69 2806.9 31.651 411W 17.750 38.300 2484.7 3.57 2665.9 30.403 ,~ 17.833 38.300 2323.4 3.45 2508.3 29.130 17.917 38.300 2188.6 3.34 2356.5 27.974 = 18.000 38.300 2075.1 3.24 2221.3 26.967 18.083 38.300 1985.5 3.16 2106.3 26.135 = 18.167 38.300 1917.4 3.09 2013.1 25.476 , 19.250 38.300 1860.9 3.03 1938.5 24.941 18-333 38.300 1812.3 2.98 1877.2 24.494 - 18.417 38.300 1771.2 2.94 1825.8 24.118 18.500 38.300 1737.8 2.90 1782.9 23.808 - 18.583 38.300 1711.2 2.87 1747.7 23.556 18.667 38.300 1694.9 2.85 1720.8 23.377 - 18.750 39.300 1688.8 2.84 1703.4 23.277 . 18.833 38.300 1685.1 2.83 1693.5 23.219 18.917 38.300 1680.3 2.83 1687.0 23.173 ~ 19.000 38.300 1673.0 2.82 1680.8 23.119 19.083 38.300 1663.0 2.81 1673.1 23.050 -= 19.167 38.300 1652.0 2.80 1663.7 22.969 19'250 38.300 1640.7 2.79 1653.3 22.883 19.333 38.300 1628.8 2.78 1642.1 22.791 . 19.417 38.300 1616.3 2.77 1630.3 22.694 19.500 38.300 1604.0 2.76 1618.2 22.597 - 19.583 38.300 1592.4 2.75 1606.2 22.502 19.667 38.300 1581.5 2.74 1594.6 22.412 ~ 19.750 38.300 1571.1 2.73 1583.6 22.326 _ 19.833 38.300 1561.3 2.72 1573.1 22.244 19.917 38.300 1551.7 2.71 1563.1 22.166 ~ 20.000 38.300 1542.2 2.70 1553.4 22.089 ' 20.083 38.300 1532.8 2.69 1543.8 22.013 . 20.167 38.300 1523.2 2.68 1534.3 21.936 . 20.250 38.300 1513.4 2.67 1524.7 21.859 20.333 38.300 1503.9 2.66 1515.0 21.792 - 20.417 38.300 1494.9 2.66 1505.6 21.708 20.500 38.300 1486.4 2.65 1496.6 21.638 ~~ 20.583 38.300 1478.2 2.64 1488.0 21.570 20,667 38.300 1470.1 2.63 1479.7 21.505 . 20.750 38.300 1462.1 2.62 1471.5 21.440 =° 20.933 38.300 1453.9 2.62 1463.4 21.375 20.917 38.300 1445.9 2.61 1455.3 21.310 ~° 21.000 38.300 1438.1 2.60 1447.3 21.247 21.083 38.300 1430.5 2.60 1439.5 21.185 m. 21.167 38.300 1423.1 2.59 1431.9 21.125 . 21.250 38.300 1415.8 2.58 1424.4 21.066 21.333 38.300 1408.1 2.57 1416.9 21.005 . 21.417 38.300 1400.5 2.57 1409.3 20.944 21.500 38.300 1393.7 2.56 1402.0 20.887 °~ 21.583 38.300 1387.5 2.55 1395.1 20.835 40 21.667 38.300 1381.5 2.55 1388.7 20.785 21.750 38.300 1375.8 2.54 1382.7 20.738 ~° 21.833 38.300 1370.1 2.54 1376.8 20.692 21.917 38.300 1364.6 2.53 1371.1 20.647 °e 22.S00 38.300 1359.3 2.53 1365.6 20.603 22.083 38.300 1353.9 2.52 1360.2 20.560 - 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L0'66 62 S89'11 666'86 82 OEI'ZT Z16'86 L£ SST'ZT TZ8'86 9E SZ£"Z1 T2L'86 SE 890' ,7Z 629'86 172 829'L,7 SL17'86 22 6 ,7,7'17£ 69,7'86 .ZE £90'62 1,'1086 12 £10'£17 £ZL'L6 0E 808'95 Z017'L6 6Z S9L'S9 6L6'96 8. 179£' 17L 6817'96 LZ 881'08 S£6'26 9? OSL'68 822'56 Z. 1SL'176 699'176 • 1747 1796'1701 £96'26 £Z SZ£'111 Z81'26 Z. 800' ZS2'.6 i' Z8L ' 99 I 69216 0.7 010'161 LZT'06 6T LZ6'T ,7Z tOL'88 8T 686'6LZ 0S0'L8 LT 018 596'178 91 S617'£8£ L6S'Z8 ST £6£'S917 O17L'6L 171 1786'0LS 17LZ'9L £T 6017'SZL OZO'ZL 2.1 201'1788 919'99 TT 009'LZT T 020'09 01 09I'L281 129'15 6 L171'L17171 610'82 8 16£'Ooc71 L£2 'L2 L 81717 '£E8 S8L'6T 9 O92'L99 9LS'£1 S LIS'60S 909'8 17 S10'1(7.2 018'1 £ 192'2ZZ 962'1 1,7£'66 017L' 1 (Sd3) S31dN I Qa0 s3n1bn NV3W 83t3WnN Hdt789OI11AH i INn HdkiJ9 'IS. 1bn831N I NO I 1tiN I Wa313Q H.dd8008aAH 1 I Nn 00'8T = sllns3a .AO QN3 8Od (SanOH)3WI1 13QOW 00'01 = SJ 1fS3a .3O JNINNI938 8Od (SafOH)AWIJ. - 13QOW :SlIWI1 si' I1SI1 HAV89080AH *ioNna 1L6' = 8010bd afOH -17Z. L176' = 8010Cd 81OH -9 288' _ 8013tid afOH -2 1795' = 8010',7 J 8110H-i 50 99.694 6.612 ~" 51 99.743 6.568 52 99.792 6.550 00 53 99.840 6.549 54 99.889 6.550 m 55 99.935 6.121 m 56 99.938 .389 57 99.941 .388 =~ 58 99.943 .389 59 99.946 .357 *0# 60 99.949 .324 m 61 99.951 .325 62 99.953 .324 m 63 99.956 .335 64 99.959 .356 = 65 99.961 .356 *0 66 99.964 .355 67 99.966 .310 =^ 68 99.967 .171 69 99.969 .162 m 70 99.970 .162 71 99.971 .162 m 72 99.972 .163 00 73 99.973 .162 74 99.975 .162 °° 75 99.976 .162 76 99.977 .162 .0 77 99.978 .162 78 99.980 .163 °= 79 99.981 .162 00 80 99.982 .161 81 99.983 .163 "° 82 99.984 .161 83 99.986 .163 AM, 8 4 99.986 .110 m 85 99.987 .077 86 99.987 .075 0. 87 99.988 .077 88 99.989 .076 ^~ 89 99.989 .077 *W 90 99.990 .075 91 99.990 .085 .= 92 99.991 .075 93 99.991 .075 = 94 99.992 .075 95 99.993 .075 -~ 96 99.993 .075 0# 97 99.994 .075 98 99.994 .075 ~~ 99 99.995 .075 100 99.995 .075 =* 101 99.996 .075 m 102 99.997 .075 103 99.997 .075 °w 104 99.998 .075 105 99.998 .075 m 106 99.999 .075 w## 107 99.999 .075 108 100.000 .075 m 109 100.000 .020 m ~° TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 427.9922 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 417.8728 �� ' ' � • • •/\ 0 ^ ^ T0 ^3TE 0008 'Z0Z Eeg"ti: • • ^A D ^ ^ T9 ^00E 7129'00Z 00g ^tl - • • ^A D ^ ^ g9"06.7 B08g ^86T LTt ^t/T ^ ^ • A 0 ^ ^ 80•383 T6Lg^961 EEE^tT • ^ ^ A D ~ ^ g6 ^tL3 t9E9 ^t6T 0t1 • • ^ A D ^ ^ tg ^693 83tL ^36T L9T ^tT • • ^ ^ A 0 ^ ^ L0 ^g93 L988'061 E80^tT • • ^ A 0 ^ ^ 6L^193 1190^681 000^t1 • ^ ^ A O ^ ^ tg^6g3 3B=L8T 1.16^21 ^ ^ • A O ^ • EE ^Lg3 LOLt'SBT E28"21 • ^ • A D ^ ^ T3 ^gg3 t869•281 0GL^ET ^ • ^ A D ^ ^ 60^Eg3 80t6^181 L99^ET ^ ^ ^ A D • ^ 30 ^ Tg3 L.L6T ^08T E8g ^ET ^ • ^ A 0 ^ • t6 ^8t3 689t ^8LT 00q ^ET ^ ^ • A D • ^ 68 ^9t'3 gtgL ^9LT Lit '21 • ^ ^ A O • ^ 8L ^tt3 3tg0 ^gLT E22 ^ET • ^ ^ A 0 ^ ^ 69 ^Zt3 £892 "ELT 0G3 ^ET ^ ^ • A 0 ^ ^ 3g ^0t3 69691L1 L9T ^rT ^ ^ ^ A 0 ^ ^ 0E ^8E3 t0t0 ^0LT 280 'ET ^ ^ ^ A 0 ^ ^ £6 ^gC3 £66£'891 000^ET ^ ^ ^ A 0 • ^ 8E ^223 ttLL ^99T L16 *Z1 ^ • • A 0 ^ ^ T9 ^0E3 TL9T ^g9T EE8 ^3T ^ ^ • A 0 • * Zg^L33 68Lg^291 0gL^3T ^ ^ ^ A 0 ^ ^ 62^E33 6110~391 L99^31 ^ ^ ^ A 0 ^ • L8 ^6T3 t'ELt ^09T 28g ^3T • ^ ^ A 0 ^ ^ TO 'LIZ (7.6g6 '8g1 00g ^3T ^ • ^ A 0 ^ • t't, ^t'T3 9V9t ^LgT LTt ^3T ^ ^ ~ A 0 ^ ^ 21'.:71,7. 8L86 ^ggT E22 ^3T ^ ^ • A 0 ^ ^ 60 ^0T3 893g ^tgT 0g3 ^3T ^ ^ ^ A D ^ ^ g2 ^803 66L0 ^EgT L91'7:1 ^ • ^ A in* ^ 6L ^903 0gt9 ^TgT £80 ^ •• ^ A D ^ ^ Et ^g03 8033 ^0gT 000'71 ^ ^ ^ A O ^ ^ L3^t03 0908^8t1 LT6^11 * ^ ^ A O ^ ^ TT ^E03 3662 ^LtT £28 T ^ * ^ A O ^ ^ 66'107- £000 ^9t'T 0gL ^ T T • ^ ^ A D ^ ^ 68"00Z 3609 ^ttT .499'11 • ^ • A O ^ ^ 38^661 Lg33^Et1 E8g^T1 ^ ^ ^ A O ^ ^ 9L^861 g6t8^1t1 00g^TT ^ ^ ^ A O^ • tL^461 908t^0tT LTt^TT ^ ^ ^ A D ^ ^ 3L^961 8811^621 222^11 ^ • • A n' • tL ^26T 0179L ^L2T 0g3 ^ T T • • • A O ^ ^ 9L^t6T 6gTt^9E1 L9T^11: ^ ^ ^ An' • 38^26T 9tL0^g2T £80^11 • • • • AO• ^ 88^361 86EL^EE1 000^11 ^ ^ • A 0 ^ L6^161 VT1t^3ET L16^01 ^ ^ ^ A 0 ^ 90^161 £680^121 228^01 • ^ • A 0 • 61^061 gELL^63T 0gL^0T ^ • ^ A 0 ^ 3E^681 929t•83T L99^01 • • • A O ^ Lt^881 86g1^L3T 28g^01 • ^ ^ A 0 • 29•L81 8198^231 00g^01 ^ • ^ AO ^ Z8'981 g692 ^t3T LTt ^0T ^ ^ • AO ^ 10^981 6383^E3T 222^01: ^ ^ ^ AO ^ 33^g8T 6100^33T 0g3^01 ^ ^ • AO ^ tt^t81 393l^03T L91^01 • ^ ^ AD • L9^281 09gt^6T7 £80^01 0^00L 0^g3g 0 ^0gE 0^gL1 ^0 (SA3) O (AW 3WO (S8H) 3WIl (SAO) S1VAM31NI 31ONIW-3/\IA NI H6V8SO8OAH _ ___________ ________ H 6 lzi 8 B O 8 O A H A A O N O W8OlS 8O OH-t3 _ _ _ 14.667 205.0542 327.31 . . QV. . . ~ 14.750 207.4361 345.85 . . Q. . • 14.833 209.8970 357.32 • . Q . • ~~ 14.917 212.4189 366.19 . . Q . • �� 15.000 214.9900 373.32 . . VQ . . 15.083 217.5 378.79 . . VQ . . +w 15.167 220.2372 383.10 . . .Q . • 15.250 222.8989 386.48 . . .VQ . . ~~ 15.333 225.5787 389.11 . . .VQ . . 15.417 228.2624 389.66 . . .VQ . . = 15.500 230.9322 387.66 . . . Q . . _ 15.583 233.5761 383.90 . . .QV . . 15.667 236.1744 377.27 . . .QV . . - 15.750 238.7112 368.34 . . .QV . . 15.833 241.1735 357.53 . . Q V . . - 15.917 243.5555 345.86 . . Q. V . . 16.000 245.8297 330.21 . . Q . V . . 16.083 248.0746 325.96 . . Q . V . . 16.167 250.4109 339.24 . . Q. V . . 16.2 252.8596 355.56 . . 0 V . . 16.333 255.5228 386.69 . . . 0 V . . 16.417 258.3977 417.43 . . . QV . . 16.500 261.5206 453.45 . . . 0 . . - 16.583 264.9200 493.60 . . . V 0 . . 16.667 268.8405 569.25 . . . V . 0 . 16.750 273.1082 619.68 . . . V . 0 . 1.833 276.6171 509.49 . . . V Q. . 16.917 279.8506 469.50 . . . 0 . . 17.000 282.9641 452.08 . . • 0 V . . 17.083 286.0278 444.84 . . • 0 V . . ~ 17.167 289.0312 436.09 . . . 0 V . . 17.250 291.9789 428.01 . . . 0 V . . - 17.333 294.8680 419.49 . . . 0 V . . 17.417 297.7040 411.79 . . . 0 V . . _ 17.500 300.4487 398.53 . . . 0 V . . - 17.583 303.1115 386.63 . . . 0 V. . 17.667 305.6628 370.46 . . .0 V. . 17.750 308.0630 348.52 . . Q. V. . 17.833 310.3652 334.27 . . Q. V. . 17.917 312.5960 323.92 . . 0 . V. . 18.000 314.7595 314.13 . . 0 . V . 4 FLOW PROCESS FROM NODE 41.00 TO NODE 41.00 IS CODE = 1 = >>>UNIT-HYDROGRAPH ANALYSIS<<<(( __===_____ . (UNIT-HYDROGRAPH ADDED TO STREAM #2) °w WATERCOURSE "LAG" TIME = .451 HOURS . UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES . UNIT INTEhVAL PERCENTAGE OF LAG-TIME = 18.476 °° WATERCOURSE LENGTH = 14400.000 FEET . LENGTH FROM CONCENTRATION POINT TO CENTROID = 7000.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 1900.000 FEET . BASIN FACTOR = .040 WATERSHED AREA = 899.000 ACRES . BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .800 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT): "S^-CURVE PERCENTAGE(DECIMAL NOTATION) = .200 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .381 = LOW LOSS FRACTION = .230 °° *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .52 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.06 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.41 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.82 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 4.38 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 10.90 = *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .520 = 30-MINUTE FACTOR = .548 °* 1-HOUR FACTOR = .564 3-HOUR FACTOR = .883 6-HOUR FACTOR = .947 24-HOUR FACTOR = .971 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 = MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) .. 1 1.277 138.871 2 4.776 380.382 3 10.197 589.345 4 18.167 866.615 5 30. 155 1303.270 50.111 2169.720 61 166 1201 7 1201.977 ^ ^ - 8 67.981 740.871 9 73.034 549.413 10 77.098 441.824 11 80.448 364.271 12 83.256 305.314 13 85.683 263.871 14 87.790 228.995 40 15 89.588 195.521 16 91.152 170.050 =an 17 92.519 148.606 18 93.675 125.649 19 94.647 105.696 20 95.480 90.545 21 96.189 77.175 22 96.756 61.655 2 3 97.111 38.587 = 24 97.407 32.131 40 25 97.695 31.314 97.956 28.381 27 98.214 2E1.101 28 98.435 23.925 44 29 98.638 22.118 30 98.841 22.076 31 99.034 20.983 32 99.223 20.508 - 7 - 7 p9 4o9 20.288 34 99.585 19.078 35 99.665 8.712 36 99.712 5.085 37 99.749 4.045 38 99.786 4.013 39 99.823 4.023 40 99.860 4.013 41 99.897 4.014 42 99.933 4.013 43 99.970 4.014 44 100.000 3.222 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 180.0888 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 612.5054 = , A AA ~4S = , . . • , . . • . , . . . .. .. . • A ' ' 0' ' .7..9176Z t8=TS E8S'6T ' A " . 0" • 10•86.:7 tr66t"OTS 006t • A " . in • ' 0S OLtt'SOS LTtr'61 • A ' • 0 ' ' ET•GOE 0L 90 £££'61 A • ' 0 • • 06'80£ 169Z•trOG OS.T.'6T • A " • ri • • 08'Z1E LitT'ZOG L9161 • A ' " 0 ' " L9•9TE 17L866617 £8061 . 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A 0 ' . • L6'89S EPSt'ETtr OGL'91 A 0 ' ' ' L17'66G 89ES'6017 L9991 ' ' 0 A ' ' ' L2 0L 8017 G017 £82,"91 !I • 0 • A ' * • 9E 60L 0017 00 91 0 A ' • • Le7-'69L 6TZE"176E Lit'9I . ' OA ' . ' L6999 6EZ0'68E £££'9T 11 • ' A 0 ' ' • ZT'ESS 170E1717 0G7•9T A 0 " ' L6"LTS 17trTtr"08£ L9191 ' ' A ' 0 ' ' 9L'IG17 1L1I8'9LE £8091 II . • A " 0 . ' 6E•TI17 6qEL'ELE 00091 • ' A • 0 Z98017 9Z06'0LE LT6"G1 ' • A • 0 • ' £6•67-.7.t 17880•89E £28'ST . . A • . " 81798t 17LZT'S9E OGL'ST • ' A 0 " • TL'OZS OLLL"T9E L99'S1 ' ' A 0' • ' 66'E17 2 6061'SGE ES2',GI • • AO • • • 1.0 09 ttrtt"trGE 00V21 II • • • • • Ot'OLG 3L8G'022 LTtr'GT • . 0 • " ' tZ'ELS 88!99W EEE'ST • • 0 ' ' • 9G•ELS 60TL'Z17E OG7'21 ' • 0 ' EZ•69S StLL'BEE L91'S1 • • OA' • ' G,17'99S ZtS8'trEE £80"21 00001 O'OSL 0002 00.S7 '0 (S.J3)0 (JV)3Wil1OA (S8H)3WII (Sd3)S1VA831NI 3111NIW-3AId NI HdV8S0813AH Hdid8 90811AH AdONn8 W 801S 8noH-17.17 . . ... ._ .. 19.667 514.5337 291.16 . .0 . . V ^ ~~ 19.750 516.5134 287.45 . .0 . . 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V . = -************************* °"' FLOW PROCESS FROM NODE 41.00 TO NODE 41.10 IS CODE = 5 ^. >}>>>MODEL CHANNEL ROUTING BY THE CONVEX METHOD<<<<< ~~ ==========_______======= ====________ = THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER -~ TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5-MINUTE _~ INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17-52, August,1972, ~ U.S. Department of Commerce). ~ ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 20.00 CHANNEL Z = 2.00 UPSTREAM ELEVATION = 1710.00 ~ DOWNSTREAM ELEVATION = 1600.00 CHANNEL LENGTH(FT) = 3700.00 MANNINGS FACTOR = .035 _ ~~ CHANNEL ROUTING COEFFICIENT ESTIMATED: _ MAXIMUM INFLOW(CFS) = 1360.81 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 914.34 = CHANNEL NORMAL VELOCITY FOR 0 = 914.34 CFS = 12.51 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .880 ~ MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE ~~ UNIT INTERVALS IS CSTAR = .903 - -° CONVEX METHOD CHANNEL ROUTING RESULTS: - MODEL INFLOW OUTFLOW = TIME (STREAM 2) (STREAM 2) (HRS) (CFS) (CFS) `� 15.083 945.0 935.8 15.167 952.3 945.0 = 15.250 958.0 952.3 15.333 962.4 958.0 . 15.417 960.1 961.7 . 15.500 947.7 958.7 15.583 927.9 946.4 ~° 15.667 898.0 926.1 15.750 854.8 895.6 ^a 15.833 787.5 850.7 . 15.917 754.5 789.6 16.000 741.6 756.3 . 16.083 777.7 747.3 16.167 857.2 784.2 ~ 16.250 938.7 859.9 . 16.333 1053.7 944.8 16.417 1186.7 1059.0 . 16.500 1360.8 1195.1 16.583 1196.0 1325.2 = 16.667 1168.7 1205.2 16.750 1188.6 1174.6 -~ 16.833 1099.9 1176.7 16.917 1067.5 1103.5 17.000 1051.8 1069.1 17.083 1044.0 1052.6 ~~ 17.167 1030.2 1043.2 17.250 1012.9 1029.4 =° 17.333 990.5 1011.8 ~~ 17.417 960.9 989.0 17.500 909.7 957.5 = 17.583 873.6 910.0 17.667 840.5 873.2 ~~ 17.750 804.2 839.3 ~ 17.833 776.3 804.3 17.917 752.3 776.2 - 18.000 733.0 752.3 18.083 716.6 732.9 =~ 18.167 699.5 716.2 18.250 683.7 699.2 - 18.333 666.7 683.2 ~ 18.417 649.3 666.2 18.500 630.0 648.6 18.583 614.9 630.0 18.667 600.7 614.7 ~ 18.750 586.7 600.4 18.833 574.1 586.5 18.917 560.7 573.7 19.000 551.0 560.8 19.033 542.6 551.0 19.167 535.0 542.5 19.250 527.2 534.8 19.333 520.1 527.1 19.417 513.3 519.9 19.500 506.8 513.1 19.583 500.2 506.6 19.667 494.1 500.1 ^ 19.750 488.0 494.0 19.833 482.8 488.0 19.917 478.1 482.8 - 20.000 473.7 478.1 - ~**************** _ FLOW PROCESS FROM NODE 43.10 TO NODE 41.10 IS CODE = 1 . >>>>>UNIT-HYDROGRAPH ANALYSIS<<<(< __________=_______ = (UNIT-HYDROGRAPH ADDED TO STREAM #2) ~° WATERCOURSE "LAG" TIME = .452 HOURS . UNIT HYDROGRAFH TIME UNIT = 5.000 MINUTES ~ UNIT INTERVAL PERCENTAGE OF LAG-TIME = 18.452 . WATERCOURSE LENGTH = 15500.000 FEET = LENGTH FROM CONCENTRATION POINT TO CENTROID = 7200.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 2490.000 FEET . BASIN FACTOR = .040 WATERSHED AREA = 1111.000 ACRES . BASEFLOW = .000 CFS/SQUARE-MILE . VALLE'ODEVELOPED}: "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 . FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .650 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .100 ww VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .250 ~~ MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .423 ^. LOW LOSS FRACTION = .281 °uvnr4 wnnF( it1 qPFCIPIED* -~ SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 50-MINUTES RAINFALL(INCH) = 1.09 ^= SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.38 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.77 . SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 4.29 *et SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 9.79 -~ *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: _~ 5-MINUTE FACTOR = .520 30-MINUTE FACTOR = .548 44 1-HOUR FACTOR = .564 3-HOUR FACTOR = .883 . 6-HOUR FACTOR = .947 24-HOUR FACTOR = .971 . _° RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 - MODEL TIMr(HOURS) FOR END OF RESULTS = 20.00 _ __ UNIT HYDROGRAPH DETERMINATION _____ ______ ____ ___________ INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) -- __________ _____________ 1 1.385 186.085 . 2 5.190 511.288 3 11.294 820.133 4 20.134 1187.690 - 5 32.031 1598.565 ~ 6 50.061 2422.511 7 60.419 1391.691 - 8 66.927 874.512 9 71.795 653.951 ~~ 10 75.686 522.810 11 78.908 432.964 - 12 81.635 366.357 ~ 13 84.004 318.298 14 86.066 277.068 -- 15 87.840 238.421 16 89.394 208.754 7~ 17 90.759 183.425 18 91.922 156.310 . 19 92.924 134.628 "me 20 93.789 116.230 21 94.535 100.190 ~ 22 95.164 84.440 23 95.593 57.766 al 24 95.963 49.597 = 25 96.325 48.658 26 96.659 44.972 40 '7 96.992 44.656 28 97.283 39.184 = 29 97.545 35.096 m 30 97.805 35.012 31 98.051 33.057 °~ 32 98.290 32.096 33 98.526 31.687 . 34 98.742 29.079 35 98.873 17.594 . 36 98.979 14.229 "lit 37 99.070 12.236 7p 99'161 12.132 39 99.247 11.600 40 99.330 11.147 41 99.413 11.176 = 42 99.499 11.540 43 99.586 11.639 = 44 99.661 10.173 45 99.681 2.665 46 99.700 2.481 47 99.718 2.480 48 99.737 2.481 ~� 49 99.755 2.475 ~~ 50 99.773 2.486 51 99.792 2.475 °= 52 99.810 2.481 53 99.829 2.480 54 99.847 2.475 55 99.863 2.059 56 99.871 1.183 57 99.880 1.173 58 99.889 1.166 ~~ 59 99.897 1.172 60 99.907 1.292 61 99.916 1.172 62 99.924 1.172 63 99.933 1.173 ~~ 64 99.942 1.172 65 99.951 1.172 66 99.959 1.172 67 99.968 1.172 68 99.977 1.173 69 99.986 1.172 70 99.994 1.172 71 100.000 .770 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 242.8621 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 636.9142 = wm = 4W • A • • 01' ' 9E'EOE Z6L9 £8g'6T . 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S'L99 Et'T Z"G99 0g9"1 EEE"TZ LZ9"Z 1"ZL9 tt"T L'699 OG9'T OGZ"TZ 17179"Z 69L9 tt'T G'17L9 0G9'T L9T"TZ 199"Z 8"189 gt'T £'6L9 0g9"1 EBO"TZ BL9'47. 6'989 917"T E'1789 0g9"T 000'1 Z G69*Z 0'369 Lt'T t689 0g9"T LT6'0Z EIL'Z 17'L69 Lt'T 9"1769 0G9 EEB'OZ 26.333 1.650 14.3 .04 15.5 .063 ~~ 26.417 1.650 12.6 .03 13.7 .055 26. 1.650 11.1 .03 12.0 .048 ^= 26.583 1.650 9.7 .03 10.5 .042 ~= 26.667 1.650 8.4 .02 9.2 .037 26.750 1.650 7.1 .02 7.9 .031 . 26.833 1.650 6.0 .02 6.7 .026 26.917 1.650 5 .01 5.7 .023 . 27.000 1.650 4.6 .01 5.0 .020 4A 27.083 1.650 4.2 .01 4.5 .018 27.167 1.650 3.8 .01 4.0 .017 °° 27.250 1.650 3.4 .00 3.7 .015 27.333 1.650 3.1 .00 3.3 .013 AO 27.417 1.650 2.7 .00 2.9 .012 27.500 1.650 2.3 .00 2.6 .010 ^= 27.583 1.650 2.0 .00 2.2 .009 4. 27.667 1.650 1.7 .00 1.9 .007 27.750 1.650 1.5 .00 1.6 .007 ~~ 27.833 1.650 1.4 .00 1.5 .006 27.917 1.650 1.3 .00 1.4 .006 ~ 28.000 1.650 1.2 .00 1.2 .005 . 28.083 1.650 1.1 .00 1.1 .005 28.167 1.650 1.0 .00 1.0 .004 ~~ 28.250 1.650 .9 .00 .9 .004 28.333 1.650 .7 .00 .8 .003 - 28.417 1.650 .6 .00 .7 .003 28.500 1.650 .5 .00 .6 .002 ~ 28.583 1.650 .4 .00 .5 .002 _ 28.667 1.650 .4 .00 .4 .002 28.750 1.650 .3 .00 .4 .001 ^~ 28.833 1.650 .3 .00 .3 .001 28.917 1.650 .3 .00 .3 .001 ~ 29.000 1.650 .3 .00 .3 .001 ,_ 29.083 1.650 .2 .00 .3 .001 29.167 1.650 .2 .00 .2 .000 _ 29.250 1.650 .2 .00 .2 .000 29.333 1.650 .2 .00 .2 .000 °~ 29.417 1.650 .2 .00 .2 .000 29.500 1.650 .1 .00 .2 .000 ~~ 29.583 1.650 .1 .00 .1 .000 =" 29.667 1.650 .0 .00 .1 .000 29.750 1.650 .0 .00 .0 .000 "~ 29.833 1.650 .0 .00 .0 .000 29.917 1.650 .0 .00 .0 .000 . . ******��*�***************************************************************** ° FLOW PROCESS FROM NODE 41.20 TO NODE 43. 00 IS CODE = 5 =° > CHANNEL ROUTING BY THE CONVEX METHOD<<<<< ==.=====================________ ___==___ ___ . . THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER ". TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5-MINUTE INTERVALS(Reference: the National Engineering Handbook, . Hydrology, Chapter 17, page 17-52, August, 1972, °. U.S. Department of Commerce). . ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT> = 20.00 CHANNEL Z = 2.00 . UPSTREAM ELEVATION = 1590.00 DOWNSTREAM ELEVATION = 1530.00 - CHANNEL LENGTH(FT) = 3000.00 MANNINGS FACTOR = .035 . . . . . 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L176' = M013VA • MS' = M013VA wloH-c 179S' = M013VA 8n0H-T 1117G' = 8013VA 3111NIW-0 E 03S' = 8013VA 31rINIW-S :SMO13VA Noil3na38 '3MV-H1d30 NOI1V1IdI33Md 031AID3dS )33sn* 03'6 =(H3NI)11VANIV8 MIdad 031A103dS EE'E = (H3NI)11VANIV8 WOH-9 Mtad 03IAI33dS EE*3 = (H3NI)11VANIVH 8n0H-2 Mad 03IAI33dS ET'T = (H3NI)11VANIV8 8n0H-T Aid3d 03IAIO3dS SS' = (H3NI)11VANIV8 sainNiw-oc Atad 03IAI33AS 317' =CH3NI511VANIV8 S3111NIW-G Mad MIA133dS *03IAI33dS T# 1300W HdVMS0M0AH* 069 = N01108A SSO1 MO1 toL = (al0H/H3NI)31VM SSO1 03HS831VM wriwixvw 0313313S HdV89-S (1M3S30/03d013A3ONMA311VA 31IW-3MVIOS/Sd3 000' = MO1A3SVE • S30' 0006TT = V3MV 03HS831 0E0' = 8013'd NISVS 133d 000 = 3S81100831VM 9NO1V NOI1VIMVA N01-I-V(1313 133A 000000t = 0I081N30 01 1NIOd NOI1V81N33N00 WO8A H19N31 133d 000'0039 = H1SN31 38.14100831UM 601'OE = 3W11-9V1 AO 39V1N3383d 1VAH31NI liNn sainNiw 000 = liNn 3W11 Hdid8908aAH liNn swioH 17L = 3w11 nevi" 3sHno383iym (z# WV3M1S 01 a3aat Hdt/89080AH-1INTI) >>>))SISAlIONV HMVU9080AH-1INfli<<<< T = 3a03 SI 00'Et 3aoN 01 03'E17 3a0N WO8d SS3008A M011 **************************************************************************** E'ILL T 000'03 3 Z'ELL LT6'6T 17045L 3 EES L'T08 6'36L OSL'6T 8'3 t't708 L99°61 6'238 t'SIS E82'61 E'SE8 S'93S 002 t'Ll78 O'SES L117'61 1'098 £'0G8 EEE'6T 5 65.648 181.198 6 72.861 103.800 7 77.577 67.873 ~~ 8 81.258 52.976 9 84.237 42.869 10 86.696 35.389 11 88.658 28.232 12 90.424 25.417 13 91.825 20.165 14 93.032 17.378 15 94.008 14.047 16 94.940 13.409 17 95.815 12.587 18 96.507 9.968 19 97.126 8.998 � 20 97.669 7.820 21 98.127 6.596 22 98.529 5.785 � 23 98.842 4.500 24 99.146 4.376 25 99.450 4.376 26 99.754 4.376 27 100.000 3.539 TOTAL SOIL-LOSS VO0ME(ACRE-FEET) = 60.2872 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 28.2858 A • • • 0 £T'ET 8689'EZ £82'61 • A 0 1Z'£t 17662•£Z 002'61 ri • A • - O • 6Z'£t bBOS'EZ LI17'61 • A 0 LE'£T 69t17'£Z. 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'S111 000'6T 6'ZSTT 6'0171T L16'8I 8'1811 L'69TT ££8'81 9'ITZT 9'8611 OSL'8T 9'bbZT L'6ZZT L99'8I L'T8ZT 17'59.:.1 £8S'81 8'61£1 £'170£T 00G O'LS£1 S'tb£1 LIb'81 9•Z6£1 L'8L£1 £££'81 8'9ZtT 6'11171 0SZ'81 6'£9171 S'Lb171 L91'81 8'SOSt 6'98bT £80'81 L'ZSST Z'Z£ST 000'8T 17'17091 17'I8ST L16'LT L'Z99T S'9£9T ££8'L1 S'6ZL1 1.'6691 OSL'LI 6'£081 9'ILLI L99'LT 0'8L81 0'6178T £8S'L1 b'9176T 9'8161 002'LT 1'TOOZ £'5861 LIt'LT O'b£OZ Z'£ZOZ £££'LT 17'LSOZ Z'6170Z. 0SZ'LI L'LLOZ L'890Z L91'L1 9'SO1Z 1'060? £80'L1 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.24 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 6.93 *= *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .520 30-MINUTE FACTOR = .548 1-HOUR FACTOR = .564 3-HOUR FACTOR = .883 6-HOUR FACTOR = .947 24-HOUR FACTOR = .971 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 557 68.548 2 29.096 290.367 3 57.974 356.236 4 72.145 174.808 5 79.274 87.939 6 84.174 60.440 7 87.757 44.200 ~~ 8 90.506 33.911 9 92.586 25.658 10 94.157 19.380 11 95.559 17.292 12 96.665 13.639 13 97.554 10.968 14 98.267 8.794 15 98.804 6.630 16 99.284 5.917 17 99.713 5.301 18 99.928 2.651 19 100.000 .884 ~~ dm ______ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 41.0669 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 16.1215 md md 'WA = . .... .. ..-.. . .... .... .. .„. ........... , .. .. .... , . ,... , .. _. • A • ' ' 0 • Tg'9 8001'17T E86 • A • 8g"9 6gg0'tT 00S • A • . o • 99'9 9010"tT L1 6t A ' . 0 ' gL•9 Lt96'ET EEE'6T A ' • . 0 ' 178'9 Z8T6'ET 0gZ'6T • A ' . 0 " 269 TTL8'ET L91 • A ' ' ' 0 ' EO'L 17EZ8*ET 2806T • A • • . 0 ' tT'L 6tLL'ET 000'61 • A " * ' 0 " 97*L 8gZL'ET LT6'81 • A ' ' • 0 ' LE'L 8gL9'E1 zureT ' A ' 0 ' Og"L 0gZ9"ET 0!L 81 A ' • . 0 ' 179"L tELS'ET L9981 • A • • • 0 • 08"L LO7g'E1 E8g"81 • A ' ' • 0 ' LeCL OL917'ET 00g"81 • A ' . 0 ' 818 TZTV'ET LTt"ST . 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A * • 0 • 99"1T TE1t'6 EE8'ST A ' ' 0 " TZ*TT 8ZEE"6 OgL"ST . . A • • 0 • 6(7"U Lgg7"6 L99*ST . . A • . 0 • EUZT 6LL1*6 E8g"ST ' • A * • 0 " 01'g1 0E60'6 00g"g1 • . A ' '0 ' Lt•LT 06868 LTt'gT * * A ' 0 " £0*81 98988 EEE*ST ' ' A' 0 ' £0*81 gt17L*8 OgZ'ST • . - 0 • 1081 20Z9*8 L9T*GT * . A' 0 • 66'LT £9617'8 E80"gT O'OL r ---71- = r_. = O'SE g"LT '0 (SA3)0 (dV)314110A (SMH)3WI1 (SA3) S1VAM31N1 3111NIW-3AIJ NI HdblUSOM0AH Hdid8 908GAH AJONI1M WM01 S 8noH-tz 19.667 14.1451 6.44 . Q . . . V 19.750 14.1889 6.37 . Q . . . V 19.833 14.2323 6.30 . 0 . . . V 19.917 14.2753 6.24 . 0 . . . V 20.000 14.3178 6.17 . �**.***,t***********************************w*****w*******w*********w********* MA FLOW PROCESS FROM NODE 404.00 TO NODE 404.00 IS CODE = 7 ^M >>>>>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1<<<<< -4.4,4=4,********,*************************n(************************************ — FLOW PROCESS FROM NODE 4.00 TO NODE 4.10 IS CODE = 1 - >>>>>UNIT—HYDROGRAPH ANALYSIS<<<<< (UNIT—HYDROGRAPH ADDED TO STREAM #1) WATERCOURSE "LAG" TIME = .420 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES ~~ UNIT INTERVAL PERCENTAGE OF LAG—TIME = 19.843 WATERCOURSE LENGTH = 12200.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 2400.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 640.000 FEET = BASIN FACTOR = .050 WATERSHED AREA = 585.000 ACRES BASEFLOW = .000 CFS/SQUARE—MILE VALLEY(DEVELOPED) : "S"—CURVE PERCENTAGE(DECIMAL NOTATION) = .310 FOOTHILL "S"—CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"—CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT) : "S"—CURVE PERCENTAGE(DECIMAL NOTATION) = .690 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .277 ~~ LOW LOSS FRACTION = .214 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5—MINUTES RAINFALL(INCH)= .46 SPECIFIED PEAK 30—MINUTES RAINFALL( INCH) = .96 SPECIFIED PEAK 1—HOUR RAINFALL(INCH) = 1.27 SPECIFIED PEAK 3—HOUR RAINFALL(INCH) = 2.47 SPECIFIED PEAK 6—HOUR RAINFALL(INCH) = 3.71 SPECIFIED PEAK 24—HOUR RAINFALL(INCH)= 8.56 � *USER SPECIFIED PRECIPITATION DEPTH—AREA REDUCTION FACTORS: 5—MINUTE FACTOR = .520 30—MINUTE FACTOR = .548 1—HOUR FACTOR = .564 3—HOUR FACTOR = .883 6—HOUR FACTOR = .947 24—HOUR FACTOR = .971 ore RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 m1i ***> NOTE: RATIO OF (LENGTH TO CENTROID) / (LENGTH OF WATERCOURSE) IS NOT BETWEEN [.25] AND [.75] . . - =======_____=_________= UNIT HYDROGRAPH DETERMINATION -" INTERVAL "S" GRAPH UNIT HYDROGRAPH = NUMBER MEAN VALUES ORDINATES(CFS) . 1 1.568 110.924 2 6.154 324.480 °� 3 14.932 620.983 . 4 27.238 870.633 5 41.576 1014.383 . 6 55.550 988.659 7 65.848 728.602 . 8 73.064 510.503 . 9 77.995 348.845 10 81.463 245.353 . 11 84.196 193.365 12 86.305 149.192 AO 13 87.922 114.439 14 89.270 95.327 . 15 90.452 83.615 = 16 91.488 73.334 17 92.425 66.296 .. 18 93.317 63.092 19 93.964 45.781 -^ 20 94.567 42.624 21 95.111 38.497 22 95.551 31.146 ~- 23 95.988 30.896 24 96.405 29.503 . 25 96.815 29.065 26 97.191 26.571 _ 27 97.494 21.459 . 28 97.793 21.161 29 98.054 18.432 = 30 98.300 17.432 31 98.531 16.318 ~ 32 98.724 13.665 ~~ 33 98.914 13.454 34 99.067 10.792 -~ 35 99.204 9.677 36 99.341 9.696 "~ 37 99.477 9.677 38 99.614 9.677 . 39 99.751 9.677 ^= 40 99.888 9.677 41 100.000 7.939 - = _____________ . 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UNIT INTERVAL PERCENTAGE OF LAG-TIME = 37.359 = WATERCOURSE LENGTH = 6200.000 FEET `° LENGTH FROM CONCENTRATION POINT TO CENTROID = 1900.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 100.000 FEET ^.. BASIN FACTOR = .030 WATERSHED AREA = 117.000 ACRES ~= BASEFLOW = .000 CFS/SQUARE-MILE °� VALLEY(DEVELOPED) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .350 . FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 =* VALLEY(UNDEVELOPED/DESERT) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .650 ~ MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .535 - LOW LOSS FRACTION = .510 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .45 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .93 = SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.23 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.30 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.37 = SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 7.32 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .520 = 30-MINUTE FACTOR = .548 1-HOUR FACTOR = .564 3-HOUR FACTOR = .883 6-HOUR FACTOR = .947 24-HOUR FACTOR = .971 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 ======____ UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) = ~~ 1 3.466 49.044 2 18.830 217.398 3 44.481 362.943 4 66.641 313.561 5 78.329 165.391 6 84.443 86.499 7 88.114 51.947 ~~ 8 90.519 34.038 9 92.363 26.088 = 10 93.861 21.189 11 95.002 16.148 - 12 95.871 12.303 13 96.626 10.683 14 97.318 9.785 15 97.863 7.709 16 98.325 6.544 17 98.719 5.578 18 99.042 4.564 19 99.292 3.546 = 20 99.535 3.436 21 99.778 3.436 � 22 100.000 3.139 ___________ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 34.6143 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 34.6681 • A .. .- 8S 9 171 OOT 'OE E8S "6T • A " 0 9L • I T L666 00G"61 - • A 0 £6'171 1868'6Z LT17'61 • A 0 • ZI'Si ES6L'6Z £££'6T A • • 0 ZEST I169 OSZ"6T __. • A 0 • ZS•ST 9S8S'6Z L9T"61 • A 0 • trL'SI L8Ltr'6Z £80'61 • A 0 L6'SI £0LE'6Z 000'61 • A 0 IZ'9I £09Z LT6 • A 0 - L1'9T L817I'6Z £ES'SI A 0 LL '9T ESE0 "6Z OSL "8I • A • 0 OT "LT L6T6'8Z L99"8T • A 0 S1'LT OZO8'8Z ESS'ST • A ) tr8'LT 8T89"8Z 00S"8T • A • 0 ZE'8t 68SS'8Z LT17"8T • A " - • 0 • 176 "81 LZE1'81 E£E'8T • A • 0 • Z8 "6T £Z0E'8Z 0SZ"81 • A ' • 0 08'0Z 8S9T'82 L91 "81 A - - 0 trS'TZ 9ZZO'8Z £80"8T A ' ' 0 £0 "ZZ ZtrLB'LZ 000'81 A• - •0 TS'ZZ SZZL'LZ• LT6"LT ' !1 " .0 ' SS ' EZ SL9S ' LZ. £28L1 A• '0 • EZ•trZ £S01'LZ OSL"LT A' '0 68'1'Z tr8£Z'LZ L99"LT A• 0 E9'SZ OL90'LZ ESS "LT A' 0 89'9Z S068'9Z 00G "LT • A 0• t70'8Z L9OL•9Z L117'LT A 0 • • 80'0E 9ET8'9Z EEE"LT •, A 0 - LE'EE 179OE'9Z OSZ"LT A • 0 80'LE 99L0'9Z L9T"LT ' '!1 0 • - 6T'6E ZTZ8"SZ £80"LT . .A - 0 E8'6£ £TSS'SZ 000"LT • 't1 0 tr£ •Otr OLLZ •SZ L16 "9T . 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TT Z9E'89S £T0'0Z OT Z61'SS1 9SZ'91 6 75 94.235 28.993 ~~ 76 94.420 27.960 77 94.600 27.323 = 78 94.781 27.322 79 94.961 27.273 -" 80 95.141 27.273 .. 81 95.322 27.322 82 95.502 27.224 ." 83 95.682 27.323 84 95.846 24.766 = 85 95.978 19.952 -. 86 96.111 20.147 87 96.243 19.952 ^^ 88 96.376 20.050 89 96.507 19.950 ~~ 90 96.640 20.050 = 91 96.772 19.950 92 96.901 19.558 - 93 97.012 16.806 94 97.120 16.314 = 95 97.228 16.314 96 97.337 16.511 ~~ 97 97.445 16.316 ~- 98 97.553 16.314 99 97.661 16.413 -~ 100 97.769 16.314 101 97.861 13.857 ~~ 102 97.944 12.679 _~ 103 98.029 12.777 . 104 98.113 12.777 ~~ 105 98.197 12.679 106 98.282 12.777 107 98.365 12.677 108 98.450 12.777 -~ 109 98.524 11.205 - 110 98.584 9.140 111 98.645 9.141 °. 112 98.704 9.041 113 98.765 9.141 -~ 114 98.825 9.041 = 115 98.885 9.140 116 98.945 9.141 - 117 99.005 9.041 118 99.065 9.041 = 119 99.125 9.041 120 99.184 9.041 =" 121 99.244 9.041 °. 122 99.304 9.041 123 99.364 9.041 " 124 99.424 9.041 125 99.483 9.041 ~.. 126 99.543 9.041 °~ 127 99.603 9.041 128 99.663 9.041 °� 129 99.722 9.041 130 99.782 9.041 . 131 99.842 9.041 ... 132 99.902 9.041 133 99.961 9.041 -. 134 100.000 5.846 �. -~ TOTAL SOIL-LOSS VOLUME<ACRE-FEET) = 505.5013 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 239.4041 . . — . . ... . • A * 0 • • E8*Z21 0696*E81 E82•61 A ' 0 . • 6Z•9gT 59•16*Z8T 00S*61 • A ' 0 . * g8'8g1 10178181 L1t'6T ' A ' 0 • * 617•191 19bL'OST EEE'6T ' A . 0 . • Eg't9T 6EE9'6L1 0gZ*6T . . . 0 . ' 9E LO0S*8L1 L9161 • 0 • ' LS'ZLI t717EE'LL1 £8061 • . . 0 . • 109L1 8EtT 00061 0 • ' 8E'6L1 9TE6*1, L16'81 . . . 0 - - ZT•g8T Z969'ELT £2881 ' • A . 0 . ' Eg'681 ZIZV'ZLT OgL'ST • ' A . • ' 68*Z61 6gI1*TL1 L9981 ' ' A '0 ' ' EZ'96T gL8L'691 E8g'81 . • A 0 ' ' 9E•TOZ 19E17891 00g'8T . • A 0 ' ' .1790Z E6170'L9T LTt'ST • • A el. . - 176'E1Z 69Z9"g91 EEE'ST A 0 • • ' 017131 Z gEg1'1791 OgZ'ST . • ' A 0 • • gg'SZZ £6179•Z91 L9181 . * A 0 • . ' £8'EEZ 0960191 £8081 . • A 0. • . ' LE'117Z 98 6! 000 81 * * • A 0 ' • TZ*S17Z ZEZ8'LgT L16'L1 ' ' AO ' ' ' 8E'OSZ gi7EI'9ST £28 LT • ' • 0 " ' tiL'EGZ TOT17 OgL*LT • . • OA ' * 61769Z ZTZ9'ZgI 499L1 ' • " 0 A ' ' ZErgLZ Eg9L'0S1 ESS*LT • • * 0 A ' ' gZ*T8Z Lg98*8171 00S'L1 . A ' ' Z9'66Z L8Z6*9t1 LT17*LT " 0 A ' ' 9L*10E Zg98'17t71 EEE'LT • . 0 A • ' 61'IOE OL8L.*Zt1 OgZ•LT • •0 A ' . ' It'66Z LZIL'Ot7T L91'L1 . A ' ' 8t'S6Z 90g9'8E1 ESO'LT ' • '0 A • * g9'06Z 9g19'9E1 000"LT -. . . 0 A ' * 0E*E8Z 0b'191'21 LT6'91 • . ' 0 A • ' 9008Z 6Z99•ZE1 EE8'91 . • • 0 A' ' Z9*Z9Z 017E1.0E1 0gL'91 * 0 A' ' LL*9SZ EgZ6'8Z1 L99•91 • ' ' 0 A' • Tt'ZSZ OLST'LZT E8S'91 • ' • 0 A • 8E't17Z 98117'SZT 00g'91 " • ' 0 A * 8917Z ggEL'EZI LIt*91 * 0 A ' TL'8ZZ 00Z1*ZZ1 EEE'9T • ' • 0 A ' Lg*EZZ 8ttg'OZT OgZ*91 ' 0 'A ' t17*EZZ 1g00611 L91"91 ' O'A * LZ'ETZ E9917*L1I E8091 * • ' OA • TL"TOZ 171.66"g11 000'91 ' ' • OA * 66•00Z E809't11 LT6'ST ' • ' 0 A ' 170 017ZZ*E11 EES*ST ' 0 A ' 00*10 Z t76E8111 OgL'ST ' * ' 0 A ' gE'00Z 1gg17'0IT L99*S1 ' 'OA * E1'661 EgL0'601 E8g*gT ' '0 A ' 6E*L61 6E0L'L01 00g*gT ' ' '0 A * Lt'S6I 0717290T Lit'gT . • • . A ' 61•Z61 Z866170'1 EEE'ST ' • • OA • L0'881 917L9*E01 OgZ*ST • ' OA ' ' 68*E81 176LUZ01 L91'g1 ' ' ' OA ' g9'6LT &11101 ES0*21 . 00017 000E 000Z 0001 '0 (SA3)0 (AV)3W1110A (S81-1)3W11 (8A3) S1VA3INI 31rINIW-3A1 J NI HdV890aAH Hdlo SOdaAH AAOW W .1.S dflOH-t' Z 136 99.798 11.633 137 99.850 11.634 138 99.901 11.634 139 99.952 11.634 140 100.000 10.749 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 663. 7999 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 234.8849 = = , . ' - - ., , - ' ...;... .... , -........... " .. - - ', , .." . .. .. - •. . . • . gg*BgT SETWZST EBg"6T • A • 0 ' LZ*Z9T BTZL'IST 00g"6T _ • • A • 0 * 0L•991 Et09'O8T LIt'6T " A • 0 ' 6L'UT Z9gt*6LT EEE"6T . , . A . 0 • gS'LLT Z99::.'8LT OgZ"6T . • A - 0 . 86'IST ETtO'LLT L9T"6T ' 0 ' 09•981 088L*GLT £8061 • SZOg'tLT 000•61 TSLT'ELT LT6"8T ' ' 'A 0 • 9g*tOZ tEOS'ILT EES'ST . ' 'A 0 ' 9L•807 9t6E'04T OgL'ST • • ' A 0" ' 30 89g689T L99•8T ' A 0' ' 6L*6TZ L68t"L9T ESg'ST . 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FLOW PROCESS FROM NODE 7.00 TO NODE 7.00 IS CODE = 1 . >>>>>UNIT-HYDROGRAPH ANALYSIS<<<<< ~= ===========__ _ _____ _ _ = (UNIT-HYDROGRAPH ADDED TO STREAM #1) `~ WATERCOURSE "LAG" TIME = 1.420 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES - UNIT INTERVAL PERCENTAGE OF LAG-TIME = 5.870 ~= WATERCOURSE LENGTH = 26900.000 FEET ~° LENGTH FROM CONCENTRATION POINT TO CENTROID = 11300.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 250.000 FEET ~m BASIN FACTOR = .050 WATERSHED AREA = 2430.000 ACRES . BASEFLOW = .000 CFS/SQUARE-MILE . VALLEY(DEVELOPED): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .150 ~ FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 . VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .850 - MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .777 LOW LOSS FRACTION = .756 *wvnpnnR4PH MODEL #1 SPECIFIED* ~~ SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .85 . SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.15 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.06 -° SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.02 = SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 6.02 -~ *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .520 = 30-MINUTE FACTOR = .548 _~ 1-HOUR FACTOR = .564 3-HOUR FACTOR = .883 . 6-HOUR FACTOR = .947 24-HOUR FACTOR = .971 - °= RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 ~~ MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 _ -~ UNIT HYDROGRAPH DETERMINATION - -~ INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ~~ _ _ 1 .483 141.860 2 1.448 283.720 - 3 2.446 293.381 4 3.720 374.388 ~~ 5 5.236 445.254 6 7.237 588.121 = 7 9.628 702.748 ~~ 8 12.356 801.544 9 15.199 835.532 ~~ 10 18.791 1055.816 11 22.441 1072.624 ~~ 12 26.340 1145.859 ^= 13 30.371 1184.478 14 34.569 1233.847 ~� 15 39.842 1255.777 16 43.128 1259.318 ^. 17 47.600 1314.449 18 51.544 1158.837 ~- 19 54.876 979.446 =" 20 59.160 964.976 21 60.990 831.773 - 22 63.503 738.301 23 65.695 644.132 "o 24 67.794 616.993 - 25 69.635 540.889 26 71.339 500.856 =» 27 72.767 419.587 28 74.104 392.997 .. 29 75.311 354.644 ,.. 30 76.364 309.654 31 77.328 283.289 ^n 32 78. 247 269.896 33 79.153 266.428 ^lle 34 80.032 258.204 35 80.822 232.229 ~ 36 81.531 208.292 = 37 82.209 199.261 7q 82.877 196.254 39 83.522 189.656 . 40 84.096 168.526 41 84.639 159.789 »M 42 95.155 151.477 43 85.665 150.020 ~~ 44 86.131 137.013 . 45 86.587 133.800 46 87.042 133.894 ~ 47 87.497 133.648 = 48 87.901 118.836 49 88.277 110.471 ~~ 50 88.653 110.386 51 89.028 110.346 = 52 89.381 103.489 53 89.697 92.929 ~~ 54 90.012 92.765 ~° 55 90.328 92.765 56 90.644 92.848 ~~ 57 90.960 92.765 58 91.276 92.848 - 59 91.587 91.595 60 91.881 86.359 - 61 92.117 69.156 ~^ 62 92.336 64.499 63 92.555 64.501 ~.. 64 92.775 64.499 65 92.995 64.584 . 66 93.214 64.499 - 67 93.434 64.501 68 93.653 64.499 = 69 93.851 58.098 70 94.011 47.046 ~~ 71 94.171 47.046 ~o 72 94.331 46.878 73 94.490 46.961 . 74 94.650 46.878 75 94.809 46.878 ~se 76 94.969 46.963 77 95.128 46.795 "= 78 95.280 44.551 . 79 95.430 44.053 80 95.579 43.887 . 81 95.729 44.053 82 95.879 43.970 . 83 96.029 44.053 84 96.178 43.885 ~= 85 96.328 44.053 ~. 86 96.464 40.064 87 96.575 32.416 . 88 96.685 32.414 89 96.794 32.085 =* 90 96.904 32.251 . 91 97.014 32.414 92 97.123 32.085 AO 93 97.233 32.251 94 97.342 32.082 4. 95 97.437 27.928 411, 96 97.527 26.266 97 97.616 26.264 . 98 97.706 26.598 99 97.796 26.266 . 100 97.886 26.598 101 97.975 26.098 . 102 98.066 26.598 . 103 98.149 24.603 1, 98'219 20.612 105 98.289 20.448 106 98.359 20.614 107 98.429 20.614 °= 108 98.499 20.448 109 98.569 20.612 110 98.639 20.448 111 98.708 20.280 112 98.763 16.291 113 98.813 14.628 114 98.863 14.630 115 98.913 14.796 116 98.962 14.462 117 99.013 14.796 118 99.062 14.630 119 99.113 14.793 120 99.162 14.462 121 99.211 14.462 122 99.260 14.462 123 99.310 14.462 124 99.359 14.459 99.408 14.462 126 99.457 14.462 127 99.506 14.462 = 128 99.556 14.462 129 99.605 14.459 130 99.654 14.462 131 99.703 14.462 132 99.752 14.462 133 99.802 14.462 134 99.851 14.459 135 99.900 14.462 136 99.949 14.462 137 99.998 14.462 138 100.000 .462 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 874.5524 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 308.9855 � = 00 00 00 ' ' __==____ _ _ - 24-HOUR STORM = RUNOFF HYDROGRAPH - . HYDROGRAPH IN FIVE INTERVALS(CFS) °° ------ ------------- - TIME(HRS) VOLUME(AF) Q(CFS) 0. 125.0 250.0 375.0 500.0 = ____ ___ ,� 15.083 119.8816 237.64 . . V Q. . . 15.167 121.5621 244.02 . . V Q. . . °= 15.250 123.2869 250.43 . . V Q . . 15.333 125.0555 256.81 . . V Q . . ~. 15.417 126.8633 262.49 . . V Q . . =m . 128.7006 266.78 . . V .Q . . 15.583 130.5634 270.48 . . V .Q . . =° 15.667 132.4492 273.81 . . V .Q . . 15.750 134.3525 276.36 . . V . Q . . A. 15.833 136.2672 278.01 . . V . Q . . 15.917 138.1918 279.45 . . V . Q . . . 16.000 140.1314 281.63 . . V . Q . . . 16.083 142.2218 303.52 . . V . Q . . 16.167 144.4501 323.55 . . V . Q . . ~ ~ 1 6.2 5 0 146.6875 324.88 . . V . 0 . . 16.333 149.0010 335.92 . . V. 0 . . - 16.417 151.3871 346.47 . . V. 0 . . 16.500 153.9174 367.40 . . . V. Q. . _~ 16.583 156.5609 383.84 . . V 0 . = 16.667 159.3037 398.25 . . V .0 . 16.750 162.0850 403.85 . . V . 0 . . 16.833 165.0880 436.03 . . .V . 0 . 16.917 168.1238 440.80 . . .V . 0 . ~~ 17.000 171.2449 453.18 . . . V . Q . ,_ 17.083 174.4153 460.35 . . . V . 0 . 17.167 177.6489 469.52 . . . V . 0 . =m 17.250 180.9180 474.67 . . . V . 0 . 17.333 184.1984 476.31 . . . V . 0 . . 17.417 187.5272 483.35 . . . V . 0 . . 17.500 190.6952 459.99 . . . V . 0 . 17.583 193.6814 433.59 . . . V . 0 . . 17.667 196.6392 429.48 . . . V . 0 • 17.750 199.4578 409.26 . . . V . 0 . - 17.833 202.1674 393.44 . . . V .0 • 17.917 204.7634 376.94 . . . V 0 . = 18.000 207.3092 369.50 . . . V O. . =' . 209.7477 354.21 . . . VQ . . 18.167 212.1103 343.06 . . . 0 . • . 18.250 214.3551 325.93 . . . QV . • 18.333 216.5339 316.37 . . . 0 V . . = 18.417 218.6311 304.51 . . . Q V . • . 18.500 220.6427 292.09 . . . 0 V . • 18.583 222.5887 282.56 . . . 0 V . . . 18.667 224.4822 274.94 . . .0 V. • 18.750 226.3347 268.97 . . .0 V. • °° 18.833 228.1395 262.06 . . Q V. • . 18.917 229.8810 252.86 . . 0 V. • 19.000 231.5620 244.09 . . Q. V. • "" 19.083 233.1990 237.69 . . Q. V • 19.167 234.7980 232.18 . . 0 . V . . 19.250 236.3562 226.26 . . 0 . V . ' 19.333 237.8607 218.46 . . Q . V • ~� 19.417 239.3246 212.55 . . Q . V . . 19.500 240.7513 207.16 . . 0 . .V • ip p ?42'1498 203.06 . . 0 . ^V • 9'0889 9'5699 000'LT 17'OS69 6'1989 Lt6'9I — Z'ZZ89 6 "£L69 EE8'9T S'8tS9 I'17889 0SL'91 O'L019 8'5099 L99'91 6'STLS 6'0619 £8S'9 8'I6£S 1'98LS 00S'9I t'OSTS T'tttS LIt'9I Z'SL6t Z'68TS EEE'9T t'Z6817 8'176617 OS7'91 £'O16t £'06817 L91'91 T'9ZOS L'98817 £80'91 Z"TSTS 8'Z66t 000'9T S'60£S tr'ESIS LI6'SI t. I OtrS t' 68`.S £28I E "tS175 I'68ES OSL'St I'OLtS E'OStS L99'St E'OStS L'£LVS ESS'ST Z "66ES L'O9tS 00S "ST t'EZ£S 6'tTtS Ltt'SI 9'9ZZS T'£tES EEE'ST O'80TS Z'ISc..S OSZ'ST O"Z96t £'BETS L9T'ST t't8Lt 6'86617 £8O'SI (Sd3) (Sd3) (T WH3'd1S) (T Wti3'd1S) 3W I 1 M01d1f10 MO1dN I - mow :S11nS321- 9NIlflOy 13NNkiH3 aOH13W X3ANO3 1768' = 8ti1S3 SI S1VA831N I l l Nfl 31fN I W -S 'JOd 1N3 I3 I dd303 9N I 11108 13NNVH3 i13I d I i]OW L06' = 1N3I 3I dd303 13NNtiH3 a131HW I 1S3 Sdd 09'91 = Sd3 tZ' TZTS = 0 80d AlI3013A 1kiWdON 13NNkiH3 tZ'TZTS = MO1JNI WfWIXiW %0S AO SS33X3 NI 31ki8M01d 39WA3Aki £6'£L69 = (Sd3)MO1dNI WfWIXCW : I131wW I 1S3 1N3131 dd303 ON 11flOy 13NN'JH3 EEO' = d013kid S9N I NNkiW 00'0009 = (1A) H101131 13NNkiH3 00 ' 06 T I = NO I It A313 Wd381SNMOQ 00 ' 08Z T = NO I lkiA313 Wti3yiSdfl 00'Z = Z 13NNkiH3 00'S`. = (ld) H10IM3SkiS : NO I 1dWJOdN I 13NN' H3 `Jki1fl93`d a3WnsSt' • (aD,iawwo3 +o 4uaw4.1edai= •S-n `ZL6T `4snSnb 'ZS-LT abed °LT ,.Ja4de43 ;A6oto,.apAH '>oogpueH SutJaauT6u3 Teuoi }eN ay} :anua.Aal.a8)S1tiAH31NI 31fN IW -S AS Hdti8908QAH MO1JN I T Wki3'31S 3H1 31808 01 .' 3Qd0 NI c131kiW I 1S3 SI 1N3 I3 I dd303 9N 11108 -3 Q3I d I nnOW 3H1 > > > > > IIOH13W X3ANO3 3H1 AS 9N I il0'd 13NNkiH3 13UOW (< < < < = 31303 SI 00'8 300N Ol 00'L 300N WO8d SS33OHd MO1d ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • A ' 0 99181 0069 ' 8tZ 000'0Z A • 0 98'981 68£17 ' LtZ. L1661 A' 0 • £1 '061 OL.ST '9tZ ££8'61 • (1' O £S'E61 9Z18"i7 0SL'61 n' 0 Lt'L61 860S'£tZ L99'61 17.083 6548.6 6729.0 - 17.167 6450.9 6579.9 17.250 6386.9 6472.7 ~. 17.333 6328.0 6401.3 17.417 6263.8 6340.7 - 17.500 6136.1 6277.3 = 17.583 5955.3 6161.6 17.667 5769.0 5992.2 ^~ 17.750 5538.3 5808.1 _~ 17.833 5286.1 5586.0 17.917 5031.9 5338.8 _. 18.000 4808.1 5085.5 18.083 4602.2 4856.1 == 18.167 4423.9 4646.2 18.250 4263.1 4462.3 ~~ 18.333 4129.5 4297.6 ,~ 18.417 4009.9 4158.4 18.500 3898.3 4035.6 - 18.583 3797.3 3922.1 18.667 3707.6 3818.9 ^� 18.750 3632.6 3726.9 18.833 3570.0 3648.8 . 18.917 3513.5 3583.6 = 19.000 3460.3 3525.7 19.083 3411.6 3471.6 ~ 19.167 3366.4 3422.0 19.250 3322.4 3376.0 ~.* 19.333 3277.4 3331.7 ~~ 19.417 3234.7 3286.9 19.500 3193.4 3243.8 449/ 19.583 3155.4 3202.2 19.667 3117.6 3163.5 . 19.750 3082.4 3125.6 19.833 3049.2 3089.9 -~ 19.917 3017.5 3056.3 °° 20.000 2984.9 3024.2 we , . FLOW PROCESS FROM NODE 8.00 TO NODE 8.00 IS CODE = 1 =' �>)>>UNIT-HYDROGRAPH ANALYSIS<<<<( �N ============______ _ __==== =w (UNIT-HYDROGRAPH ADDED TO STREAM #1) - WATERCOURSE "LAG" TIME = .184 HOURS =" UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES ~= UNIT INTERVAL PERCENTAGE OF LAG-TIME = 45.313 ~.. WATERCOURSE LENGTH = 15800.000 FEET ~° LENGTH FROM CONCENTRATION POINT TO CENTROID = 6200.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 150.000 FEET 40 BASIN FACTOR = .010 WATERSHED AREA = 1312.000 ACRES -° BASEFLOW = .000 CFS/SQUARE-MILE °., VALLEY(UNDEVELOPED/DESERT) S-GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .645 . LOW LOSS FRACTION = .609 *HYDROGRAPH MODEL #1 SPECIFIED* �6* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .38 . SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .77 ~~ SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.04 opFmFTFD PEAK 3-HOUR RAINFALL(INCH) = 1.86 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 2.75 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 5.76 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .520 30-MINUTE FACTOR = .548 1-HOUR FACTOR = .564 3-HOUR FACTOR = .883 6-HOUR FACTOR = .947 24-HOUR FACTOR = .971 = RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 ^= MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 -~ °� --------------------- UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) = 1 5.267 835.684 2 27.460 3521.355 3 56.125 4548.288 4 71.013 2362.281 *� 5 78.360 1165.764 6 83.359 793.168 ~� 7 87.066 588.162 +� 8 89.863 443.901 9 92.039 345.219 10 93.675 259.580 11 95.074 221.923 12 96.264 188.883 13 97.194 147.521 14 97.959 121.421 = 15 98.560 95.311 16 99.024 73.603 17 99.487 73.603 18 99.951 73.603 19 100.000 7.729 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 365.1214 ~~ TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 246.2484 • A .... o . tr6 "66 O£I1r - SI Z £8S'6T ' A 0 bT•TOT LiT L'irTZ 00S'6T • A 0 OS'ZOT Z8Z0'17TZ LT • 3 A " 0 t6'£OI £ZZ£'£TL £££'61 . A • - i] 9E'SOI 9909'ZIZ OSZ "6T ' A 0 • Z6'90T OT88'TTZ L91"61 A " - O " LS'8Ot LbbT'TTZ £80"61 E ' A 0 ' £E'OII 696£'OIL 000"61 ' A 0 • EZ•ZTT OL£9•6OZ LT6'BT ' A 0 ' 9Z'bt t Tb98•80Z ££8"8T 71 ' A 0 £b'9It 3440•80Z OSL'8T • A 0 • £813T T £SLZ'LOZ L99 A 0 817'tZt OLSb'90Z ESS•Si ' A 0 OS'bZT £OZ9'SOZ OOS'8T ' A 0 9Z'8ZT 6Z9L'1rOZ LI17"8T " A 0 • ZL'ZET 96L8'£OZ £££'8T ' A • 0 6t "6Et 9596•ZOL OSZ'8T ' A • 0 • S£'617T OLOO'ZOZ L9T'8T ' A ' ' 0 90 ' 8S T b8L6 ' OOZ £80'8T ' A • 0 69'Z9t 6688'661 000'81 3 - A ' 0 • Z£'99T b69L'86t LI6"LT . A ' 0 " tZ'OLT 6£Z9'L6T ££8 "LT A' 0 b6'ELT Lt07'96T OSL"LT ' A' 0 ib'8LT 8ESZ "S6T L99 "LT 3 ' A' ' 0 ' ZL'b8T TSZO'176T £8S'L1 ' A' ' 0 £(7'661 6ZSL "Z61 OOS'LT 3 ' A" '0 06'9OZ 608£'161 LT1'LT ' A 'i1 98•STZ 6S'S'6'68t EEE'LT ' A 0 S9'ZEZ £69b'88I OS1'LT ' A 0" Z6`6SZ 0L98'98T L9I 'Li ' A C • • OS'T8L OLLO'S8t £80'LT • 'A 0 ' LZ ' T 6Z £8t ' E8 T 000 " L T ' 'A 0 LS'S6Z £Z£T "T8t LT6'9T ' 'A 0 88'66Z 8960'6LT £E8'9T ti . ' A • 0 L6'6O£ tTEO'LLT OSL'9T ' ' A 0 • EZ'OZE L968•fLT L99"91 ' ' A a I9'8Z£ . ZT69'ZLT E8S El • A 0 8S't££ 08Z17"OLI 00S"9T ' A • +0 LS'ZL£ bbbT '89I LTti "9T • " A 0 ' Z8•SbS S8LS'S91 EEE'9T il ' 0 ' A Zt'TS8 17618•191 OSZ'9T r1 • A 9b'9bL LLS6'SST L91'91 ' " A 0 Tb'£6£ 89T8'OSI £80'91 (1 . A O bt 'ZbZ bLOt '8tiT 000'91.. ' A '0 ZL'60Z 86£17 917T LT6'ST . A • 0 ZZ•86T bS66'ti17T £EB'ST • ' A • • 0 b9'b6t £0£9•£tiT OSL"ST ri . . A ' 0 • Z8'176t 868Z "Z1TT L99 "SI ' ' A • 'O SL'LOZ 1816'O11 £8S 'SI ' A " 0 ST'£bZ ELTS'6ET 00S"ST • • A ' 0 • • LZ'iLZ 8Z - LET LII'ST ' " A ' 0 ' 9S'9LZ SbL6'SE1 ££E'ST ' A" 0 ` trL`bL: 8690'1ET OSZ'ST . A'+7' • • Z6'ZLL LLLT "LET L9T 'Si fl • • A' 0 • • LO'ILZ T86L'OET £8O"ST 0'006 O'SL9 O'OSb O'S1Z "0 (SA0)0 (AV)3Wf110A (S8H)3WI1 /I (Sd3) S1t5A831NI 31fINIW -3AI3 NI Hdk 9O8QQAH El H a b 8 9 O 8 tI A H 3 .d O N fl 8 W 8 O 1 S 8 fl O H- ti L 3 L98 EGO 'Z. £SS " 68S T £S ' £ -` 6S£'LtrZ 1170 'T (Sd3) S31VN I Q8O S3fl1kiA Nki3W a3$WfIN _. 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A o 09'S6 T060'ST LT6'6T • A • iJ ?9'96 LT£i'LIZ ££8'6I A • 0 69 - L6 Z99L'9T= 0SL'6T • A 0 6L "86 17£60'91 L99'61 4 12.182 1215.882 ~" 5 18.808 1570.458 6 26.263 1767.202 =m 7 34.726 2005.931 - 8 47.713 3078.425 9 55.839 1926.252 ~- 10 60.977 1217.831 11 65.022 958.946 12 68.433 808.451 ' 13 71.241 665.700 14 73.871 623.334 - 15 76.097 527.631 16 78.176 492.897 ~~ 17 79.967 424.545 18 81.650 398.755 19 83.152 356.225 ~ 20 84.535 327.713 21 85.757 289.598 ~ 22 86.890 268.642 23 87.937 248.179 . 24 88.872 221.534 25 89.725 202.335 ~~ 26 90.466 175.556 - 27 91.146 161.115 28 91.752 143.669 - 29 92.324 135.571 30 92.821 117.803 31 93.278 108.390 _ 32 93.599 76.083 33 93.893 69.824 ~~ 34 94.188 69.884 35 94.478 68.575 ~ 36 94.748 64.064 ~~ 37 95.016 63.629 38 95.285 63.641 ~~ 39 95.529 57.912 40 95.750 52.324 °~ 41 95.970 52.174 42 96.190 52.174 - 43 96.405 51.085 ~ 44 96.617 50.022 45 96.828 50.022 - 46 97.038 49.926 47 97.237 47.076 = 48 97.402 39.160 = 49 97.521 28.279 50 97.640 28.055 -° 51 97.752 26.523 52 97.862 26.101 ~~ 53 97.972 26.053 =° 54 98.079 25.407 55 98.172 22.168 - 56 98.264 21.723 57 98.356 21.721 -= 58 98.450 22.342 59 98.550 23.850 ~° 60 98.651 23.899 . 61 98.752 23.901 62 98.829 18.307 ~~ 63 98.875 10.936 64 98.921 10.836 . 65 98.967 10.887 ~ 66 99.013 10.862 87 99.059 10.885 ~~ 68 99.105 10.836 Ap 99'150 10.887 70 99.196 10.885 71 99.242 10.836 72 99.288 10.885 73 99.334 10.836 74 99.380 10.887 75 99.426 10.885 76 99.471 10.836 77 99.512 9.650 78 99.535 5.442 79 99.557 5.147 80 99.578 5.047 81 99.600 5.147 82 99.621 5.145 =~ 83 99.643 5.096 84 99.667 5.642 85 99.688 5.096 = 86 99.710 5.096 97 99.731 5.096 � 88 99.753 5.096 89 99.774 5.098 ~~ 90 99.796 5.096 91 99.817 5.096 ~~ 92 99.839 5.096 93 99.860 5.096 94 99.882 5.098 -~ 95 99.903 5.096 96 99.925 5.096 ~~ 97 99.946 5.096 98 99.968 5.096 99 99.989 5.098 = 100 100.000 2.555 ~~ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 347. 1773 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 2274.8360 = = MW MO *OW MW mos ■ , :. , .. ,_, ..„...., . .. ., . _. . , __. - .. . .... . ... .. . . . . 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OSZ'LT 0'06SZ 0'8982 L91'L1 II L'1799Z 0 "1788Z £80'LT • , TLG'9G EZT'68 8£ 6Z8'9S LT9'88 LE G80'6S 60188 9£ 610'89 08.S'L8 SE 16889 1L6'98 tE £88'69 SS£'98 £E 9999L 6ZL'S8 ZE S6Z'6L Et0'S8 TE tL6'S8 .t£E't8 OE LTS'L6 t9S'E8 6Z SEt'TOT Z69'Z8 8Z 8e1,'901 t8L'T8 LZ LTO'ZZI TE8'08 9. £9t'SET 6EL'6L L9S'8ET LZS'eL tZ 669 LEKS'LL EZ 9£8'OLT Lt6'SL ZZ 17T8'00Z 8T1?''tL TZ LT9'8ZZ TZ9*ZL OZ Z8G"TLZ GLS'OL 61 S6Z'tT ti'89 81 9L1'9t£ ££E'S9 LT 1E6'tit GEZ*Z9 91 8Z8'T6t TZS'8S ST t99'EES OZT'tS tT Z6G St£'6t ET L917'8179 tZt'Et Z1 ELL'Et9 TZ9'LE TT 8Lt't19 098'T 01 SSE'08S 19£'9Z 6 EZL'OSS 89T'TZ 8 E91 6.Z"91 Z9T'Z017 ZOZ'ZT 9 689'1'ZE E09'8 18Z'8EZ L69'S LZ0'641 S9S'E £ ZtE'9t E96"1 ET0'£L ES9' (SA3)831VNIaU0 s3nlyn N314 )333wnN Hdt18908aAH lINfl Hdt uS. "1kiM3INI NOIIVNIIAN313a Hdt0490aAH liNn - - - 00 = sl1ns3 AO aN3 )JOA (sHnowRwIl 13aow 00'S1 = sl1ns38 AO 9NINNI838 (S)dn0H)31411 - "mow :sliwil smilsil HAVSO&IAH AdOWN 1L6* = d Ok3d 8noH-1. Lt6' = 8013VA 8110H-9 288' = UOIOVA uloH-E 179S' = W13VA W10H-T 817S' = 8010VA ainNIN-oc 8010VA 3.151NIW-G :SW)13VA Noilma3H idaw-Hiam NOIIVIIAID3d a31A133ds 83sn* Erz. =aioNirrituNiti8 8noH-tz7 MV3A a31Amas 9E'E = (FONI)11VANI in0H-9 >Wad a31A133dS Z6'1 = (HONI)11VANIV 8110H-E MV3d a3IAI03.AS 61'1 = (Honmilvdruv 8noH-T mv3d inidimds 06' = (HONI)11VANIVU 83111NIW-OE MV3d 1131A103dS Et' =(H3NI)11VANIkM S3iflNIW- >ii3d a3IA103dS 39 89.574 50.384 ~= 40 90.002 47.769 41 90.429 47.768 = 42 90.857 47.792 . 43 91.284 47.769 44 91.701 46.563 . 45 92.058 39.834 46 92.355 33.251 . 47 92.652 33.204 =0 48 92.949 33.181 49 93.246 33.227 ~~ 50 93.544 33.204 51 93.823 31.242 . 52 94.044 24.728 53 94.260 24.121 . 54 94.477 24.167 .� 55 94.692 24.121 56 94.909 24.190 = 57 95.124 24.004 58 95.329 22.976 = 59 95.532 22.626 _ 60 95.735 22.649 61 95.937 22.626 . 62 96.140 22.650 63 96.342 22.650 - 64 96.514 19.194 65 96.663 16.672 66 96.812 16.578 67 96.960 16.579 68 97.109 16.625 69 97.257 16.579 70 97.398 15.737 - 71 97.520 13.637 _, .7 97.642 13.590 73 97.763 13.590 ~ 74 97.885 13.590 75 98.006 13.590 ~ 76 98.125 13.215 77 98.223 10.975 -^ 10.554 98 317 10 78 ^ ^ ~~ 79 98.412 10.555 80 98.507 10.600 O° 81 98.601 10.555 82 98.695 10.508 = 83 98.772 8.546 . 84 98.839 7.566 85 98.907 7.519 . 86 98.974 7.566 87 99.042 7.518 ~" Be 99.109 7.566 = 89 99.177 7.566 90 99.245 7.565 . 91 99.312 7.565 92 99.380 7.565 ~w 93 99.448 7.565 94 99.516 7.565 . 95 99.583 7.565 =w 96 99.651 7.566 97 99.719 7.565 =~ 98 99.786 7.565 99 99.854 7.565 Mie 100 99.922 7.565 ~" 101 99.989 7.565 102 100.000 1.183 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 145.731 TOTAL STORM RUNOFF VOLUME(ACRE -FEET) = 391.3517 WN • A • • 0 LL'ZEZ. 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Lc • tL'IIZ• 00I9'c:.Z 000'07 A • �J • t'8'ti1Z LIST ' IZ£ LT6'6I A ' • n £t '8IZ 1ZL9'6TE E£8'6I A ' u • £8'ZZ•Z. 8691 '8I£ 02L'6I A ' ' • li 90 "8ZZ i5E9'9T2 L99'61 4 T# isaow HdV8S08aAH* GLL' = NO113V8A 8801 MO1 tT8' = (8n0H/H3NI)31V8 8801 a3Hsua1ym wnwixtm 006 ' = (NoilvioN 1ldwIo9a)3eviN3ozd3d 3A8113-11su (183830/03d013A30NMA311VA 000 = (NOI1V1ON 1idWI330)39VIN3383d 3AHn3-ns. NiviNnow 000 (NOIIVION 1kOWI330)39VIN3383d 3mm-us" iiiHiocu 001 ' = (NOI1V1ON 1V611330)30VIN3083d 3A8n3-“Su :(a3d013A3a)A311VA 311W-38 000 = MO1J3SVE 8383V 000'66L = V38V a3Hs3impi ozo = doladd rustle 133d 000'O17T = 3881103831M 9NO1V NOI1VI8VA NOIIVA313 133J 0000017G = 0I0MIN33 01 INIOd NOIIV8IN33NO3 W08A HIBN31 133d 000'00901 = H19N31 3881'103831+M tQt'S = 3W11-9V1 JO 39VIN3383d 1VA831NI Inn sainNiw 000 = liNn 31411 Hdt18908aAH liNn sanoH 986' = 3WII 388f103831VM (E# W'/3)±18 01 0300d Hed89080AH-IIN(1) >>>>>SISA1VNV Hed8S080AH-IINfl((((< T = 3003 SI 00'L 3QON 01 0 Z*9 3aoN W08J 883308d MO1A ***************************************************************************q4 • S'G191 S'68ST 000'0Z 98E91 Z*0191 LT6'61 t't99I 9•ZE91 EE8'61 Z*0691 G'8G9T OGL'6I T'LTLT 0'17891 L9961 9"I17LT 9'01LT E8S'61 9'9LLT 9"8EL1 00g'61 0 8'89LI LIt'6I 6'91781 6*Z08T EEE'6T L'S881 Z'8E81 0GZ 019Z61 19L81 L9I'6I 6"17L61 Q'LT6T E80'61 L'6Z0Z 9*Z961 00061 T'1760 Z Z'GTOZ L16'81 Z'S9TZ 8'LLOZ EE8'8T L'EEZZ 17'671Z OGL'81 Z'E6ZZ O'OZZZ L9981 E'LtEZ 8'08ZZ E8G'81 L'86EZ t'SEEZ 00S'8 E'EttZ S'88EZ LT17'81 T'SetZ ErEEtZ EEE'ST L'9ZSZ. S'GLVZ (="ST L'S9SZ 6'LTGZ L9T'8T Z'609Z 6'SS2Z £8081 17'099Z S'L6GZ 0008T 8'tTLZ T'8179Z LT6'L1 0'9LLZ 9'0OLZ EE8'LT '7 9'8Z8Z ErE9LZ OGL'LT Z'ZL8Z 9818Z L99'LT 81716Z E'Z98Z. £8.G'LT — 9'8176Z 6'906Z o0 L1 E'VL6Z L'Z176Z LTt'LT erTOOE Z'896Z EEE'LT 8"GtOE 1'E66Z OGZ'LT 9'8171 E 8'ZZOE L9T'L1 6'TLZE 9'6TTE E8O'LT SE9 ZZ9'68 BE TOL 0T68 LE -• 06Z L99'ee 9E • SLt STT'88 SE. tZT ZGS'LB tE SZ6't9 1L6 EE Z17Z 66Z'98 ZE t99'L9 ET9'S8 TE BEZ'tL E16't8 OE 9T9'9L GtT'te 647„ 009'Z8 ZGE'Ee 8Z LQS L617*Z8 LZ 8e'S6 6ZS'1e 9Z 896'ZOT LES'OB tLT'OZT ZL17'6L VZ ZZL'tZT 8ZZ'eL EZ OTZ'OET LE6'9L (7.3 oeL•Lvt 06S'SL TZ LLT'SLT 090'1,L OZ • LLE'L6T LtZ*ZL 61 T98 SOZ'OL BT LtS'LLZ ZZL LT 1E6'80E OSB"t9 9T 8899LE ES9 ST ZOB'Stt SrAL"LS tT tEO'LOS TtT"EG ET t0S'S09 Voe'Lt ZT !l806 S 8Z9 TT tOZ ETS 01 OLe'SSG Bet 6 ZTG'91G • SEL'EZ 8 Z.Q6'ernt 06E'8T L. 686'LLE 0t9'ET 9 ttO 6ZL*6 = • 89E'0tZ Lit 69Z 6Z6 'E tTO'BET 9ET EBE'89 SOL' 1 (sAmsatimiazdo smlan NV3W 313wnN HAWASOWAH Jinn Hdo%19 “S. 1VA831N1 NOIIVNI148313O FlAto90)3OAH liNn ocroz = S11flS3 AO ON3 Od (s&lowBwil 13GOW 00"ST = slinsaa AO SNINNI938 80A (saloH)3wil 13QOW :91IwI1 SNIISI1 HAV8908OAH AAONfl TL6' = 8013VA 8noH-1 z L176 = aolovd al0H-9 EBB' = 8010VA wioH-c • t9S' = H013VA 8110H-T etS' = ?A010VA 31nNiw-0 z ozs' = 8010'A 3innaw-s :88013VA NoLionam V38V-H1d3a NOIIVIIA1338A 031A103AS ?Amn* 9E'9 =(H3NI)11VANIWA 8noH-tz MV3A 1131A133AS (H3NI)11VANIVH U10H-9 MV3A O3IJI03AS tO'Z = (H3NI)11VANIVa 8110H-E MV3A 1131A103AS ZT'T = (HONI)11VANMA 8110H-T XV3A a31A103AS be' = (1131\11)11VANIV8 sammw-oz >Wad O31A133AS Tt' =(-13NI)11VANIVa SainNIW-G MV3A O31A13388 ` 39 90.095 45.655 ~° 40 90.567 45.635 41 91.038 45.527 ^° 42 91.473 41.994 ~~ 43 91.818 33.314 44 92.152 32.329 ^wi 45 92.487 32.369 46 92.822 32.329 . 47 93.157 32.370 =m 48 93.470 30.259 49 93.718 23.991 = 50 93.962 23.528 51 94.205 23.509 ^. 52 94.448 23.528 53 94.692 23.529 . 54 94.931 23.126 w= 55 95.160 22.062 56 95.388 22.041 `� 57 95.616 22.082 58 95.844 22.062 = 59 96.072 22.022 60 96.279 19.932 . 61 96.447 16.234 . 62 96.614 16.195 63 96.781 16.155 ~~ 64 96.949 16.154 65 97.116 16.195 66 97.270 14.869 67 97.407 13.260 68 97.544 13.222 ^= 69 97.681 13.221 70 97.818 13.221 ° 71 97.955 13.261 °� 72 98.076 11.693 73 98.182 10.288 ~° 74 98.289 10.287 75 98.395 10.288 =* 76 98.502 10.287 77 98.608 10.288 . 78 98.697 8.519 .� 79 98.773 7.354 80 98.849 7.354 = 81 98.924 7.314 82 99.001 7.394 -- 83 99.077 7.353 _~ 84 99.153 7.314 85 99.228 7.314 = 86 99.304 7.313 87 99.380 7.314 . 88 99.455 7.314 ~= 89 99.531 7.313 90 99.607 7.314 . 91 99.683 7.314 92 99.758 7.314 =m 93 99.834 7.313 94 99.910 7.314 . 95 99.985 7.314 ,. 96 100.000 1.420 mm =° TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 312. 1867 . TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 98.9514 = 0 - _ .-... ..-.. ... _ _ . -.- • A . • • 99'9G 0688 E8G'61 • A - t: 1 • • GL*BS 88617 00G61 • A * . 0 • ' 9Z Z1760 LT16T • A • • o - - GE Z649 EEE*6T .- A ' . 0 ' ' 9V*Z9 99GZ OGZ"6T • A' . il • ' 89*E9 G9ZB*8L L91'6T ' * tT*G9 6L8E*81. E80*61 • 11*L9 E6E6"LL 0006T • A - o - .- 9169 OGLir'LL L16 • A' ' 0 ' ' 96"OL. 88669L EE8*81 • A - 0 - - LL'EL OOTG'9L OGL'ST A * 0 ' ' 99*GL OZO0'9L L99 • A ' 0 " * BG*LL 60817L E8G A - 0 ' ' 17T08 L9176 00G"S1 ' A • 0 ' ' ZZ*Z8 St6E'tiL L117•81 0 . * E8*178 GSZB'EL EEE*BT 0 . " 6088 EttZ OGZ*8T • 0 * * 9E*06 9LE9'ZL L91"81 • . . 0 • - Zir•E6 t7GTO'ZL E80 • ' A .0 * ' T6*L6 OZLE 00081 ' ' A 0 . ' IB"OOT 4L69•OL LT6'LT . . A 0 . * £9*E01 17E00 EES"LT • ' A 0 • ' ' 98'40T L68Z*69 OGL*LT . . A 0 * ' ' GZ'ETT 6917G'89 L99"LT . ' A 0 ' . • GB*LIT 699LL9 ESG•LT • ' A 0 * • ' GL*17Z1 ZGG6 00G'L1 . ' 0 * • EG•OET 196099 Lit'LT OA . . * ZT*GET ZL6T"G9 EEE • ' 0 A • ' ' 00 999Z*179 OGZ'LT 0 A • * ' BZ*EGT 8tLZ*E9 L9I'LT • 0 • A • •• ' LG*T9T Z61Z ESO"LT . 0 • A • • • 9G*174.1 17901'19 000*LT • 0 • A • ' ' tZ Z . LT6'91 • 0 - A • - • SO*OLT OBTL EE8*91 . 0 ' A ' * ' tt*G9T 99t7G OGL*91 0' A ' ' ' 16•8GT ZLO17*9G L9991 A ' * ' 06'617I BZIUGG E8G'9T . • 0 A - • ' L6*LET tOSZ*17G O0!91 ' • 0 A' • ' 6T*6Z1 ZOEE'EG L117 • * 0 A" • * 17T'811 GOtt'ZG EEE*9T ' * OA • • 0960T 69Z9 OGZ • • OA ' • ZZ TZLB*OG L9191 • * AO * * Lt'96 174.17T £8091 ' • A 0 ' • 178*L8 0E817617 000"9T • 'A 0 • ' 9E I8L8 L16"G1 ' • *A 0 • ' GZ G69Z•817 EES • ' 'AO " ' 8006 617G9L17 OGL"GI • 'AO ' * EL GtEO L99'GT . • ' 0 • • G6'06 96017'917 ESG"GT . . ' 0 ' * 1806 EEBL"Gt 00G . . . 0 ' ' LE'06 6LGT*Gb LT17 • • ' AO • ' Et GGES'irt EEE . . . 0 • * 66'LB G616 OGZ ' • " 0 . • ' EE'98 GETE'Et L9T ' ' ' AO ' ' £17 06IL'Zi7 EBO'ST 000Z 0 0001 0*OG "0 (SAMO (AV)3W1110A (S81-)3WII (SA3) S1VA83INI 3111NIW-3AIA NI HdV8S080AH Hdt 908QAH JA0N118 . 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(t ( r I = 3Q03 SI 00'8 300N 01 01'8 3QON WOdd SS330yd MO1:1 ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * **: ** 6'Z691 L'L99T 000'02 S'61L1 6'1691 L16'61 1'917LT S'81LT ££8'61 6'ELLT O'SiLT OSL'61 9'£081 L'ZLLT L99'61 8'9E81 £'Z08T £8S'61 L'ZL8T tr'SEST 00S'61 8'6061 £'1L8T LT1"6T 6'61761 £'8061 E£E'6T L'E66T 1'81761 0S='6T S'?17O1 L'T66T L9T'6T 6'6602 T'O17O E80'61 1'99TZ 1'L60? O00'61 9'8EZ1 E'E9Tr• LT6'81 '60EZ Z'9E:? ££8 "8T 9'0LEc S'LOEZ OSL'8T 9'9117c 8'89£ L99'81 . '08172 6'171172 £8S'81 O'LLSZ 6'8LtZ O0S'8T S'tLSL 9'SLSZ LIi7'8T 1'9191 6'695 E£E'8T 6'LS9Z 8'1719': OS1'8T O'SOL1 0'9S9Z L91 '8t 17'09LZ 9 "OLr £80'81 1"818Z £'8SL? 000'8T £'1882 9'ST8Z LT6'LT 6'L£6Z L'6L8Z EE8'LT O'L86Z S'9E61 OSL'LT L'£EOE S'5861 L99'LT O'ILO£ 9'1£OE £8S'L1 1'90T£ £'FLOE OOS'LT 0'0171£ 8'170T£ L117'L1 E'96TE 6'9ET£ E£E'LT ='LOEE 8'681£ OSU'LT 9'SEt£ 6'TO££ L91'LT T'L£S£ S'EE17E £8O'LT SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 2.86 . SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 5.94 = *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: . 5-MINUTE FACTOR = .520 30-MINUTE FACTOR = .548 ~.* 1-HOUR FACTOR = .564 3-HOUR FACTOR = .883 . 6-HOUR FACTOR = .947 ~ 24-HOUR FACTOR = .971 - RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 ~~ MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 _ _____ _ UNIT HYDROGRAPH DETERMINATION - ~- INTERVAL "S" GRAPH UNIT HYDROGRAPH _ NUMBER MEAN VALUES ORDINATES(CFS) - 1 .574 35.538 2 1.742 72.306 - 3 3.333 98.515 ^_ 4 6.091 170.806 5 10.702 285.514 ' 6 16.348 349.561 7 22.469 379.070 - 8 28.959 401.851 9 36.510 467.531 ~ 10 45.414 551.314 ~_ 11 54.367 554.419 12 62.400 497.393 ~~ 13 69.554 442.942 14 75.877 391.536 ~' 15 80.684 297.671 _ 16 84.808 255.352 17 88.036 199.891 18 90.413 147.170 19 92.481 128.072 ' 20 94.240 108.897 - 21 95.537 80.332 22 96.505 59.917 _ 23 97.293 48.778 24 97.972 42.048 .* 25 98.208 14.600 26 98.396 11.644 ~~ 27 98.584 11.674 = 28 98.772 11.644 29 98.961 11.680 -~ 30 99.149 11.656 31 99.337 11.656 ~- 32 99.526 11.656 ,~ 33 99.714 11.656 34 99.902 11.656 = 35 100.000 6.056 ~~ __ - TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 182.0635 _. TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 63.9937 __' = • A 0 Tt'8Z SO16'1S £8S"61 • A ▪ 0 TO'6Z 811L 0OS - 6T • A ▪ 0 S9 OS17S"1S L11'6T • A 0 L£'OE 601E "1S EEE"6I • A 0 LT "T£ LT£T'1S OSZ'6T -- A 0 TO•Z£ OLT6'ES L9t'61 - A 0 96'?£ 9969'ES £80"61 . A ' 0 ZO'1£ 9691 "£S 000"6T • A 0 • 170"9E ESEZ "ES LT6'81 • A 0 9T'8£ TL86 "ZS ££8 • A . 0 • £9"6£ £1ZL"ZS OSL'8T • A ' ' 0 G0117 11 S1 "ZS L99'81 . 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END OF FLOOD ROUTING ANALYSIS = = =~ c c FUSCOE WILLIAMS LINDGREN & SNORT c APPENDIX VI Etiwanda / San Sevaine Watersheds To Jurupa Basin E c L c c c c c 826' = d013Hd dfOH -9 L28' = dOi3tid 81OH -£ T6t = 8013Hd dfOH -T S917' = 8013Hd 31nNIW -O£ SZ.tr - = 8010Vd 31f N I W -S :98010VA NOI13fQ3d H3JH -H1d3Q NOI1H1IdI33dd Q3IdI33dS 8 3Sn* 00'91 = (H3NI)11HdNIHB 8n0H -1t• )1H3d Q3IdI03dS OS'9 = (HONI)11HdNICd dfDH -9 )IH3d a3IdI03dS 00'17 = (H3NI )11HdNIH`J 8110H -£ )1' 3d Q3IdI33dS 98'T = (H3NI)11HdNIH8 dfOH -T >1'3d Q3IdI33dS 0ti't = (H3NI)11HJNIH8 S31fNIW -0£ >IH3d 113IdI33dS 89' = (H3NI)11HdNIHd S31fNIW -S >1H3d Q3IdI33dS *Q3IJI33dS T# 1300W HdHJ06QAH* 9T" = NO I 13H8d SSO1 MO1 £6Z' = (dfOH /H3NI)31Hd SSO1 113HS831HM WnWIXHW 000 ' = (NO I WH1ON 1HW 133+Q) 3JH1N3383d 3A6n3- u S . : (1d353Q /Q3d013A3nNn) A311HA 61T ' = (NOIIHJ.ON 1HWI33Q) 3JH1N3383d 3A8n3 -11S" NIH1NnOW 0S8' = (NOIWHlON 1HWI33Q)3JH1N33d3d 3Ad113- S 11IH100d 000' = (NOI L J.ON 1HWI33Q)3JH1N3383d 3A8113 -uiS;T (1.73d013A3Q) A311HA 31I W -38Hn JS /Sd3 000' = M01d3SHS S383H 000'Z9Zt = teed 133H5831HM Otr0' = 8013Hd NISH8 133d 000'0ZS£ = 3Sd103831HM JNO NOI WIdHA NOI1HA313 133d 000'0028 = QI081N33 01 1NIOd NOI1H81N33NO3 WOdd H19N31 133J 000 ' 0029 t = H19N31 3581103831WM 062'8T = 3bJI1 -JH1 dO 3JC1N3383d 1HAd31NI lTNn S31fNIW 000'S = J.INn 3WI1 HdH8908QAH J_INn Sdf0H 9St' = 3WI1 uStrin 3S81103d31CM (T# WH381S 01 Q3QQtd HddJ-J0QAH -1INn) > > > >)SISA1HNH HdHJJD8QAH- 1INn <<< << T = 31103 SI 00't 3QON 01 00't 3QON WOdd SS330dd MO1J ********************************4************ * * ** * ** * *** * * * ** **** * * * * ******* 6861 /7Z /t Ztr:9t :Aclnis d0 31H13/3WI1 1CQ'3TIX3SS3 \SS3\ :314 31I.d ********* * * * * * * * * * * * * * * * * * * * ** ** ** ** ** ** huh* ** ***** *** * ******* *4* ** * ** * **** * 68 /7Z /T I'>I'Ei * * ,Zt 3QON 01 AJ010dQAH '1IX3 3NIHA3S NCS 'e HQNCMI1'3 .k * (1110 /1CQ'Zt1X3SS3 \SS3 31Id) * * * * * * * * * * * * * * * * * * * * * * * * * ** Awls dO NOI1dIdOS3Q * * * * * * * * * * * * * * * * * * * * * * * * ** 4.aoys ' uaASput 'ameTTItM , aoasnd :Aq paJeda.ad stsATeut i7ZTZ # T TJ S 88 /1Z /L :a;eQ aseaja8 HO'£ 'JaA (sage) aJeM3 +os 6ut,.aaautGu3 paDuenpt 88 -£86T ;LIBTJAdo3 (D) (1HnNCW 986T) Hdt S0'J- QAH -1I Nn A1Nn03 ON I QBHNJ38 NCS / 3JNCd0 JN I Sn S I S A 1 H N t 7 9 N I 1 n 0 8 Q 0 0 l d * * * * * *' *`{ * * * * * * * * * * *' * * * * * * * * * * * * * * * * * * * * * * *' * *' * * * ** * * * *** *' * * * * * * * * ***{f * ** 2ST't' SOL'66 ZS . LST't 8/.966 TS — L9T'17 0S966 Og LSI't £Z9'66 617 8GT'1 96S"66 Bt LST't 69S66 Lt' L91'17 TtS'66 917 6ZS'S 171S'66 St £006 8Lt'66 tt 8LT'6 6Tt'66 et T9L*8 6S£'66 Zt Lt£'8 10E'66 Tt 901'8 L17Z'66 Ot L9S*6 Z6T'66 6E 610'01 6ZT'66 BE 0£T"OT £9066 LE 8SL'01 L6686 9E 6S8'01 9Z686 SE LOE'T£ SS8'86 tE ETT't£ 0G9'86 sc' • LET't£ LZ1,''86 ZE 9T9'1 £0Z'86 TE 686'17 £ 9L6'L6 Oc' TLT'S£ L1IL*L6 6Z 96S'L£ 9t!46 BZ 0817'017 OLZ'L6 LZ Z9t SOO'L6 9Z SLS'St EEL'96 60917 f196 SEt'96 tZ 6L619 EET'96 EZ 8017 ' LZL'S6 Z7 TSUETT 8ZT'S6 TZ 9L9'0£1 S8E'16 OZ 6ZZ'1ST 67S'£6 6T £69*Z81 8£S'Z6 ST 6£9*Q1Z T1E'T6 LT 06E'S17 Z 8Z668 9T 098'8LZ OZ£'88 • ST 8S9'LZE £617'98 171 ZTt'94£ L17U178 ET 6Z£'9Et 08818 ZT 188'tTS TZ061. TT 6ZS'LT9 8179'GL OT £0Z'SSL Z09 • 6 8EL'1001 17S9'99 8 88L'9L9T 06009 L 8t9'9S6Z t01'617 9 LZt*TILT TEL"6Z r = S6T'17EZ1 8TG'ST V IL9'L1v8 TEt'OT £ t68'ttS LLErt 7 17TS'66T LOE'T 1 (SA3)S31VNIM:10 s3n1tm Nid3w m3awnN HAWABOaAH imn Hdlcie “S. 1VAM3INI NOI1VNIW8313O HAVMEMOAH Imn ocroz = s11ns3m AO mo Uld (smnoH)3wil 13QOW 00 = si1ns3m do sNINNIEne mod (smnoH)3wil imow :sliwii 9NIISI1 Hdt*A9MaAH AAONMA ES6• = WiLOVA mnoH-t-e: 53 99.732 4.158 54 99.759 4.157 =, 55 99.786 4.051 56 99.802 2.437 57 99.815 1.973 58 99.828 1.962 59 99.840 1.953 60 99.854 2.030 61 99.867 1.953 = 62 99.879 1.952 63 99.892 1.953 64 99.905 1.953 65 99.918 1.953 66 99.931 1.952 � 67 99.943 1.953 68 99.956 1.953 69 99.969 1.952 70 99.982 1.953 71 99.994 1.953 72 100.000 .840 TOTAL SOIL-LOSS VOLUME (ACRE-FEET) = 200. 7896 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1402.0670 � � = -__':.________-, -'-_-_ . • '._ . . . ,- A • . 0 . • OE'V89 06TT'1LTT E8G'6I . 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SZ6 ' = 8010dd 8f10H -9 L£8 " = 8013dd af0H -£ T617' = 8010dd afiOH- T S9t'" = . 8013dd 31fNIW -0£ St•17 " = a010dd 31f1N I W -S :S8O13dd NOI13f1Q38 d38d -H1d3Q NOIldlIdI338d Q3IJI33d5 83Sf1* S U I T = (HON I )11ddN I d8 afl0H -17Z >id3d Q3 I d I 03dS LS ' £ = (H3N I )11ddN I V 8 8f10H -9 YId3d 03 I d 133dS 17 T " £ _ (H3N I )11ddN I di 8l0H -£ )l 3d 03I d 103dS LS' T = (HONI )11ddNIda afl0H -T >Id3d 03IdI33dS OZ'T = (H3NI)11ddNIV8 S31fiNIW -O£ >Id3d 03IdI33dS 8S" = (HON I )11ddN I V8 S31fiN I W -S )1d3d 03I d I 33dS *03IJI33dS T# 13QOW Hdd890aIAH* T SZ ' = NO I 13d8d SSO1 MO1 8O17" = (8f10H /H3NI)3148 SSO1 Q3HS831VM WfNIXdW OS£ " = (NOIiLLON 1dWI33Q) 3Sd1N3383d 3A8f13 -11511 : (183S3Q /Q3dO13A3QNf1) A311tA OSO' = (NOI1d1ON 1dWI33Q) 3Jd1N3383d 3A8l0 -„S. NId1Nl0W 009' _ (NOI1dlON 1dWI33Q) 3Jd1N3083d 3/18113 -„S11 11IH100d 000' = (NO I 1WION 1dW 133Q) 3Jd1N3383d 3!18!10- S : (Q3d013A3Q)A311tA 31IW- 38df10S /Sd3 000" = M01d3SdS S383d 000 "9•W = d38d Q3HS831dM St0' = 8013dJ NISkS 1333 000'069E = 3581103831 SNO1d NO 11d I 8dA NO I ldA313 1333 000 "00SOT = (1I081N33 01 1NIOd NOI1d81N33NO3 W08d H1SN31 1333 000"00I Z = H1SN31 3S) If103831VM T T S" 1 T = 3W11-9 JO 39d1N3383d 1 I l I Nfl S31fINIW 000'S = lINfl 3WI1 Hdd >S080AH lINfl Saf0H t9" = 3141 9d1" 3SJf103831dM Cr* Wd381S 01 ammo HddJS08QAH- 1INfl) > > > > >SISA1tNd Hdd8908QAH- .INf1< << << T = 3003 SI 00"1017 3QON 01 00"1017 3QON W08d SS3308d M01.d ********** 4************* 4** 4***************** ***** *** ** *4 ** ***** * * * **4 * * * *44 Z'T617 17"8817 Q00't1 Z"£617 £'0617 9T6'£Z Z "5617 :617 ££8 ' £Z Z "L617 % "tr6t' OSL "£Z £'6617 Z."9617 999 "£Z V'TOS 7.'8617 £8S"£Z S'£OS £'OOS 00S"£7 L'SOS . 17•270G 9Tt''£r:.• 6 "LOS 9'170S £££ "£1 T 'OTS L'90S OS "£Z tr'ZIG 0"605 99T "£ %• L "17TS 1 "T TS £8O'£Z T'LTS S'£TS 000"£7 9'6TS 6 "STS LT6'.... T'_ZS £ "STS ££8"ZZ 9 "tr7-S 8"072 OSL'_ %: ' LZS £ ' £ZS L99 " Z 6'6ZS 6"SLS £8S'_.. 26691 tZt'66 9S ttS'LI 99266 SS — 98S'LT 90266 tS 88S'LI 9tZ'66 ES tZ1'6I 98166 c..= 920'EZ OZI'66 TS 8808Z Zt066 OG Scit'Tt St6'86 617 LZS*Et 1708'86 817 ItE'Lt SG9'86 Lt 6It'Lt E617'86 917 ttt'Lt 0E286 St 1E8'617 89186 1717 SSO'ES L66'L6 Et EE0'ES 918*L6 Zt EE0'ES tE9*L6 It LEt'6S ESt'L6 Ot 18Z'69 6tZ*L6 62 OEZ'69 Z1O'L6 82 ZLZ*69 SLL'96 LE 606'EL 8ES'96 92 • ETL'9L S8Z'96 SE ESL'9L EZ0'96 tE 6808L 09L'S6 22 TZT'tIT E6t'S6 ZE L6Z"TET ZOI'S6 TE EtO'OST £9t6 OE SZE'6ST 621176 6. 178Z*881 176S'26 8Z 8ZZ'OOZ 0S6"Z6 L. SO9'LZZ ' 179Z*Z6 9. 06L'6EZ S8t'16 GZ LT8'6LZ S9906 17Z SEE'S6Z LOL'68 EZ tS0'6EE 969'88 Z7 tS6'9SE 9ES'L8 TZ 6917 171298 OZ 891.2217 906178 6T ZtI'Sot EZt'E8 81 LtE'LZS 6ZL'18 LT 9Z8'ZZ9 17Z6'6L 9T EZE'S99 Z6L'LL GI SE9*Z6L SIG'SL ti T8S'288 ZOB'ZL ET OT1'L11I 8LL'69 ZT 9ST'S17EI SS6'S9 TT SZE'OLLI ISE'I9 01 0t, 0Z Z6Z'SS 6 G8S'ZE8E 6!2t 8 L91 ' OtSZ ZtZ 'ZE L 1786*S80Z 817S'EZ 9 9LZ'tS91 601791 G 6L828Z1 LtL'OT 17 1EE'0t6 ESE'9 i.- EZ9'6E9 GET'E • .... E9E'9LZ 9t6 I (SA3)S31VNIIIHO smitm NV31.1 8313141N Had8BOWAH liNn . HAV89 .S“ 1VNA3INI NOIIVNIW3131.1 HdtPJ90aAH liNn oo-oz = sl1ns3)A AO QN3 >ADA (salow3wil -mow 57 99.4 82 16.839 = 58 99.540 16.844 0. 59 99.598 16.873 60 99.656 17.160 `" 61 99.715 17.216 62 99.774 17.209 "w 63 99.830 16.217 64 99.837 2.093 -~ 65 99.843 1.881 - 66 99.850 1.866 67 99.856 1.870 -~ 68 99.862 1.877 69 99.869 1.870 - 70 99.875 1.870 ~~ 71 99.882 1.873 72 99.888 1.870 - 73 99.894 1.870 74 99.901 1.873 75 99.907 1.870 76 99.914 1.870 ~� 1.879 99 920 1 77 ^ ^ - 78 99.926 1.864 79 99.931 1.433 == 80 99.934 .883 81 99.937 .883 =" 82 99.940 .872 =~ 83 99.943 .883 84 99.946 .883 . 85 99.949 .889 86 99.953 .981 =" 87 99.956 .892 88 99.959 .889 ~ 89 99.962 .892 _ 90 99.965 .889 91 99.968 .892 - 92 99.971 .892 93 99.974 .889 0. 94 99.977 .892 ~ 95 99.980 .892 96 99.983 .889 °.. 97 99.986 .892 98 99.989 .892 -~ 99 99.992 .889 =° 100 99.995 .892 101 99.999 .892 *. 102 100.000 .432 °m 00 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 540. 9994 .0 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1635.8860 0. 00 ... ' �. 0. ... - • 0 • 17£'£18 •969•£OET E8S•6T A' • 0 81 "1718 0560 008'61 1 • A' 0 170•818 0L81 L117'61 • A' • 0 Tt'LT8 OtL8'98'1 £EE•61 • A' • 0 0T "O 8 0813'T8Z1 0SZ'6T • A• 0 68 "OZ8 OL6S'SLZi L91"61 7 • n• 0 L8 0Gt6'69Z1. £80'6T • A 0 LL'818 066Z't9Z 1 000 "6T A • 0 91'1718 0099 "8SZi LT6'81 7 • A 0 99'S08 O£SO'£SZ1 ££8 J A 0 ZL ' T 6L 01705 • LtZ I OS!_ ' 8 T • A 0 8S'179L 0T80 "ZtZ1 L99•81 • A 0 86'0ZL 098L'9Ew1 £SS'8T { • A • 0 TZ "ZOL 00Z8"T£Z1 00S'81 -j' • A • 0 TE'Z69 01786'9ZZT L117 "81 'A 0 h9'69 0912 •3331 £8T -1 •A • 0 tS•17OL OZ£17'LTZT 08Z " • 'A • 0 ZS "tZL 0085'ZTZ.i L9i "81 'A 0 9L'1SL 0065•L0Z1 E80"81 •A • a S8'Z6L 03117'3031 000'81 7 • 'A 0 S9•17t8 OZS6'96T 1 LT6•L1 _.., • •A • 0 ' • L8'606 OS£T'T61T £E8'LT • . A •1 SZ'L86 0698'178T 1 0SL "L1 • A 0 • Tt •S1 T T 0690'81_1T L99'Li . . A 0 £I'ZLZT OLSE "OLTI £8S "L1 ' ' nil LS'SLET 0939'1911 00S'L1 7 • 'OA S1'OGti 0£ST'Z511 LTt'L1 " 0 A St'ZIS1 0591'Ztr1T £EE"LT • 0 A . GErti7GT 06tL•T£TT 08Z•'LT 0' A ' 91'OLS1 0601'1Z.11 L9I'LT 0' A •• £O'OLS1 0861'0111 £80 ' 0:1 ' A Z£ ' ZSS I O81��01 000 " L T • 0 A " t0't1ST 016L'8801 LT6'9T 0• A 9Z.'L9ST 0179E'8L01 £E8'91 71 • 0 A • • 8S "E9Li OOLS'L90i 0SL'91 . 0 A 1£•01761 OtZt'SS01 L99'91 • n A S9'TtLT 0T90•31701 £8S'91 :1 0 " A 99 ' OZ9 I OL90 •0£c)1 008 '0 A ' £6•66ti OSO6'8101 Li17'91 0 A Z6'10171 08LS'800T £E£'91 71 . 0 A 6L'81£1 L616'866 0SZ•91 • 0 L8 ZLE8 L91'91 . 0 9S'S81i £6ZZ'186 £80'91 • • 0 ZS ' 6L 1 1 £1790L6 000'91 71 • " 0 A TE'6SZT 6016 "1796 L16 "ST • 0 A " 8L'17T£1 0893 EE8 "81 ' 0 A " 13'179£1 1ET3'L176 0SL'S1 71 • 0 A 9Z "t0171 LLi8 "L£6 L99'ST ' • 0 A . 10 "17£171 59171 '83.6 £8G "S1 . .0 A • 0L'EStT tOLZ •816 008'51 • . 0 A ' • 6E "Z9tI L8SZ'806 L117 "51 :I • .0 A' 06'LS17i 1L81 EEE . 0 A" L1 '017171 G9171'888 08Z•S1 ' ' 0 A• . ' ZL'6TtT 08ZZ'8L8 L9i'ST 71 • 0 A 00•£6£1 £0St'898 E80'G1 0 "0003 0•000T 0'0001 0008 '0 (Sd0)0 (Ad)3W110A (381)3WI1 (Sd0) S1' A`.J31NI 3111NIW -3AId NI HdVa90813AH _ -`- H d t i d 9 0 d I1 A H 3 d O N n d W H O I S )A fl 0 H - 17 3 98E'96E zz.z.•oo.17 c7 '62 606"tLE EL8"6Z 9 t06"TZE 9II•IZ SLE'9tZ L6S'ET OLZ"9LI ZtErL SE6'0II SZL'E LES'et t211 (SA3)S31VNILM0 S3fl1iA NW 83SWN HdtAd90WAH liNn Hdk/9 uS. 1VA831NI NOIllooNDAN3130 Hdt089080AH !Din cwoz = sl1ns38 AO 043 )30A csamilyawil - mow 00'ST = s11n83 AO 9NINNIE3E 80A (S8110H)3WI1 imow :sliwil 9NI1SI1 Fid9080AH AAON118 )J713VA 8n0H-tr. 8Z6' = 8013VA 8n0H-9 LES" = ;.3013VA 8n0H-2 T6t" = 8010d 8110H-I S91 = 010 3111NIW-OE SZt' = )A010VA :S8013VA N0i13na3H V38V-H1d30 NOI1V1IdI338d 113IA132dS 9S"L =(-13NI)11VANItM wl0H-177: MV3d a3IA103dS 9E"E = (140NI)11VANIIAI 8110H-9 MV3d 03IAIO3dS 9I = (HONI)11VANIVM al0H-E'MU3d G3IAI33dS TI'I = (1-13NI)11VANIVh1 8n0H-T Mid3c1 03IAID3dS ES' = (H3NI)11VANIV8 831fINIW-0E MV38 a3IAI03dS It' =(H3NI)11VANIEPA saulNiw-s MV3d 03IAI03dS *U3IAI03dS T# 13a0w HdtP3908aAH* TIL" = NOI10V8A SSO1 MO1 S6L' = (8110H/HONI)31V8 SSO1 031-631VM wnwixtm 13313313S HdV89-S (183S3a/a3d013A30NIDA311VA 31M-38k/1108/SA3 000 = MO1A3SV8 S380V 000i72 = V38V G3HS31VM 08O = 013VA NISVE 133A 0000917 = 3S8f103831VM 9N01V NOI1VI8VA NOI1VA313 133d 000•006E = =minim 01 1NIOd NOIlk/U1N33N00 WO8A H19N31 133A 00000h = H19N31 3S8f100)331VM 380*EI = 3W11-9V1 AO 39V1N3083d 1VA31NI iINfl sainnaw OOO = iINfl NI1 HdVM908GAH iINfl saloH LE9" = 3WI1 19V111 3S81103J3IVM (I# WV3)±LS 01 amed HdtPASOHGAH-IINn) • >)))>SISA1VNV HdV890WAH-1INfl((((( I = moo SI 0010t moN 01 OI•TOt moN O)AA SS3008d M01A **************************************************************************** A ' il • " 01'608 0029"TEE1 000'07. A ' • 0 • 06018 08S0'9ZET LT6'6I A • . " I5'I18 OELt'OZET EE8'6I - " S6"TI8 0Z88*tTEI OSL'6I • A • • o • 6Z 'Z T8 006Z 60E1 L9961 9 55.862 316.007 ~~ 10 61.586 245.079 . 11 65.925 185.744 12 69.500 153.068 . 13 72.258 118.065 14 74.516 96.682 . 15 76.473 83.767 16 78.316 78.918 . 17 79.901 67.860 = 18 81.387 63.616 19 82.701 56.230 `= 20 83.947 53.351 21 85.099 49.327 ~. 22 86.150 44.999 23 87.092 40.308 ~= 24 87.945 36.530 =m 2 5 88.730 33.603 26 89.515 33.603 -~ 27 90.293 33.334 28 90.929 27.198 . 29 91.504 24.641 _, 30 92.080 24.641 31 92.642 24.046 ~~ 32 93.086 19.042 33 93.505 17.917 - 34 93.923 17.923 ,~ 35 94.338 17.731 36 94.732 16.875 -~ 37 95.124 16.811 38 95.517 16.792 = 39 95.878 15.456 40 96.168 12.426 ~~ Al 96.456 12.311 °= 42 96.743 12.324 43 97.007 11.288 °*. 44 97.243 10.086 45 97.478 10.087 -° 46 97.713 10.061 47 97.916 8.680 ~~ 48 98.099 7.836 =° 49 98.282 7.837 50 98.463 7.734 ~° 51 98.606 6.136 ~. 52 9 8.737 5.599 53 98.868 5.599 . 54 98.998 5.599 55 99.129 5.599 °= 56 99.260 5.599 57 99.391 5.599 ~° 58 99.522 5.599 =" 59 99.652 5.599 60 99.783 5.599 . 61 99.914 5.599 62 100.000 3.682 . . .1 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 149.4141 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 63.0913 . . _, - _ - . .. ....... .. .. 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Z'tirtrT L8 1 000Z9 L9907 tLZ"It Z"Zg171 Le"Z e*gEtT 000'79 E8g'0Z LeE'T E'09171 88'7 L"Et171 000'79 00g'07 26.000 42.000 89.4 1.22 136.6 18.661 ~= 26.083 62.000 81.6 1.20 123.0 18.376 26.167 62.000 74.3 1.18 111.1 18.123 ^. 26.250 62.000 67.9 1.16 102.4 17.885 '= 26.333 62.000 61.8 1.15 98.7 17.631 24.417 62.000 5 6.6 1.13 97.2 17.351 "w 26.500 62.000 51.6 1.11 95.6 17.049 26.583 62.000 47.1 1.09 93.8 16.727 . 26.667 62.000 43.1 1.07 92.0 16.390 = 26. 62.000 40.0 1.04 90.1 16.045 26.833 62.000 36.9 1.02 88.2 15.692 _ 26'917 62.000 33.9 1.00 86.2 15.333 27.000 62.000 31.4 .97 84.2 14.969 ^- 27.083 62.000 29.2 .95 82.1 14.604 27.167 62.000 27.1 .93 80.1 14.239 - 27.•50 62.000 25.0 .90 78.1 13.873 ~ 27.373 62.000 23.1 .88 76.1 13.508 27.417 62.000 21.5 .85 74.0 13.146 - 27.500 62.000 19.8 .83 72.0 12.787 27.583 62.000 18.2 .81 70.0 12.429 .- 27.667 62.000 16.6 .78 68.1 12.075 _ 27.750 62.000 15.1 .76 66.1 11.724 27.833 62.000 13.7 .74 64.2 11.377 - 27.917 62.000 12.3 .72 62.2 11.033 28.000 62.000 11.1 .70 60.4 10.694 - 28.083 62.000 9.9 .67 58.5 10.359 28.167 62.000 9.1 .65 56.6 10.032 ^~~ 28.250 62.000 8.3 .63 54.8 9.711 ~ 28.333 62.000 7.7 .61 53.1 9.399 28.417 62.000 7.1 .59 51.4 9.094 ~= 28.500 62.000 6.5 .57 49.7 8.797 28.583 62.000 . 5.9 ' . 55 48.1 8.506 - 28.667 42.000 5.4 .53 46.5 8.223 ~~ 28.750 62.000 4.8 .=,-, 44.9 7.947 28.833 62.000 4.3 .50 43.4 7.678 - 28.917 62.000 3.8 .48 41.9 7.415 29.000 62.000 3.3 .47 40.5 7.159 ~. 29.083 62.000 2.8 .45 39.1 6.909 29.167 62.000 2.3 .43 37.7 6.665 , 29.250 62.000 1.8 .42 36.4 6.428 = 29.333 62.000 1.7 .40 35.1 6.198 29.417 62.000 1.6 .39 33.8 5.976 ~° 29.500 62.000 1.5 .37 32.6 5.762 29'583 62.000 1.4 .36 31.4 5 = 29.667 62.000 1.3 .35 30.3 5.355 29.750 62.000 1.2 .34 29.2 5.162 =~ 29.833 62.000 1.1 .32 28.2 4.976 *. 29.917 62.000 1.0 .31 27.1 4.795 = , *4*4 ************************************************* ********************** ..ow FLOW PROCESS FROM NODE .42 TO NODE .43 IS CODE = 3 . - _ _ , MODEL FLOW-THROUGH DETENTION BASIN ROUTING(<<<< .. = _ ____=____ ___ .. . 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NOIIVNIWA31311 HAV890>AaAH iiNn 008T = slins38 AO 0N3 80A (swioH)dwil isaow 0001 = SJ..1flS do 9NINNI9313 :dad (SWIOH)AWII 133014 SNUSI1 HdtPABOWJAH ddoNroll EG6' = >Joiadd 8noH-17? 8Z6" = WIOVJ >510H-9 LE8 = 010tIA wloH-E 1617 * = OJOd 8noH-T 50 99.694 6.612 . 51 99.743 6.568 52 99.792 6.550 . 53 99.840 6.549 °� 54 99.889 6.550 55 99.935 6.121 = 56 99.938 .389 57 99.941 .388 . 58 99.943 .389 ~~ 59 99.946 .357 60 99.949 .324 . 61 99.951 .325 62 99.953 .324 - 63 99.956 .335 ~ 64 99.959 .356 65 99.961 .356 _ 66 99.964 .355 67 99.966 .310 68 99.967 .171 69 99.969 .162 70 99.970 .162 71 99.971 .162 72 99.972 .163 ~ 73 99.973 .162 74 99.975 .162 75 99.976 .162 76 99.977 .162 77 99.978 .162 78 99.980 .163 79 99.981 .162 80 99.982 .161 81 99.983 .163 82 99.984 .161 83 99.986 .163 84 99.986 .110 85 99.987 .077 86 99.987 .075 = 87 99.988 .077 88 99.989 .076 - 89 99.989 .077 -, 90 99.990 .075 91 99.990 .085 92 99.991 .075 93 99.991 .075 ~~ 94 99.992 .075 °° 9' 99.993 .075 96 99.993 .075 =° 97 99.994 .075 98 99.994 .075 °~ 99 99.995 .075 . 100 99.995 .075 101 99.996 .075 ^~ 102 99.997 .075 103 99.997 .075 w« 104 99.998 .075 105 99.998 .075 =~ 106 99.999 .075 . 107 99.999 .075 108 100.000 .075 ~° 109 100.000 .020 w TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 421.9749 =" TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 408.2107 � . ^ ^ O^A ^ ^ 60^LTE gL90^T03 E8S^t'T ^ ^ OA • • g6^g0E 1E88^861 005^tT ^ ^ ^ ^ ^ TZ^963 99LL^961 LTt^t,T :1 ^ ^ ^ ^ ^ tr8^L83 99EL^t61 EEE^tT • ^ ^ 0 ^ ^ 68^083 3tgL'36T 0g3^tT • ^ - D ^ ^ t9^GL3 L6T8^061 49T ^tT ^ ^ • O • ^ 8E^TL3 tT36•881 E80^tT ] • • • AO ^ • TE^893 E3g0^L8T 000^t% ^ ^ ^ An ^ ^ L3•993 St03^g8T LT6•ET • • ^ O ^ ^ t3^1793 L0LUE8T Ea^ET | � ^ ^ • D • ^ L3^393 60SG^18T 0GL^ET • • • O ^ ^ 83^093 9ttL^6L1 L99•ET • ^ ^ O • • L3^Bg3 T3:46 E8E4^ET 1 • • • D ^ • EZ.^9g3 EELT ^9LT 00g _J • ^ • AD ^ • CT^tg3 L80t^tLT LTt^ET ^ • ^ 0 ^ ^ L6^1Q3 38g9^3LT EEE^ET ^ ^ • O ^ ^ EL^6173 6336^0LT 0g3^ET ) ^ • ^ 0 • ^ tE•Lt,3 0E03^69T L9T ^ET -^ ^ ^ • O ^ • 8L^tt'3 g66t ^L9T E80^ET • ^ • 0 • ^ S6^Tt3 zLET8^g9T 000 1 _J ^ • ^ /\O • • LL^8E3 ![Lt'T^tr9T LT6^3T • ^ ^ O ^ • 91 ^SU: 630S•39T E' E8^3T • • • 0 ^ ^ 96^0E3 tE88^091 0gL^3T • • " AO • ^ T6^t33 8363^621 L99•3T _] ^ • ^ A0 • ^ L8^613 GEtL^LST E8G^31 ^ ^ ' AO ^ • 86^GT3 G633^9��T 00g^3T ^ • • AO ^ ^ t��^�T3 T�� ^tOT L117 7� � • ^ ^ A 0 • ^ tS^603 E8L.17.= EEE^3T • ^ ^ Al ^ • 86^903 TgE8^1g1 0G3^3T • • ^ An • • 16^t0.7 960t^021 L9T^3T �� • • ^ AO " ^ ^ tt ^��03 t866^8tT E80^3T ^� ^ ^ ^ AO • • 0L^T0c t66G•LtT 000•3T ^ ^ ^ AD ^ ^ 9S^00Z E0T3^9t'T 416 • ^ ^ An ^ ^ 3t•661 0638^ttT EE8^11 :V ^ ^ ^ AO • ^ EE^861 9Pgt^Et1 0gL^11 ^ • ^ D ^ ^ 5.7.~L6T L.680'.7-ti L99•TT ^ ^ ^ D • ^ 07..^961 3TEL ^0t'T E82^ TT :1 ^ ^ ^ 0 ^ ^ LT ^g6T 0082^6E1 00S°11 • ^ ^ AO ^ ^ 91^t61 BPE0^8E1 Lit • ^ ^ AO • ^ LT ^E67 9869^9E1 EEE^ TT • ^ - AD ^ ^ 1.77.'361 £89E~SE1 0G3•11 |U ^ ^ ^ AO ^ ^ SZ^161 gtt0•tET L9T ^TT • ^ ^ AO ^ ^ EE^061 tL3L^3ET E80^11 ^ ^ • D • • Ttr^68T 99Tt^TET 000^11 �K �� ^ ^ • O ^ ^ n^881 T3TT^0ET L16^0T ^ ^ ^ O • ^ E9^481 8212"8 EE8^01 ^ • ^ O • • 8�L^98T ��T3S^L3T 0GL^01 | ^ ^ ^ O • ^ .7.6'S81 3gE3^93T L99^0T �1 ^ • ^ O ^ ^ 0T^G81 Li7G6^t31 E8 ^ ^ ^ 0 ^ ^ 83^t81 66L9^E31 00g•01 • • • OA' ^ 8t^281 80Tt•33T LTt^0T /U �� • • • OA' • 89^38T 3Lt1^131 EEE^0T ^ ^ * OA" • 16^181 0688^611 0g3^0T ^ ^ ^ OA^ • gT^181 39E9^8TT L91•01 'U `� ^ ^ ^ DA ^ ^ 0�^08T 988�^�TT �80^0T ~� 0^009 0^0St 0^00E 0^0gT ^0 (S£])0 (dV)3W1110A (S8H)3WIl 71 (Sd0)S7VA3lNI a1ONIW-3AIA NI H6tiBO8OAH -- - -==========----- ---- ---=== �U �� H6t; 8BOWH AJONO8 W 8OlS 8OoH-173 ___ _ _ _ 000 = (NOIIVION 1 3AWO-uSH maiNnow 008 = (N0I1V10N 1VW1331.3)30V1N33H3d 3A8110-11Su 11IH100A - 000' = (NOI1V1ON 1'iW13311)39V1N33U3d 3A8113-1S1 (13d013A3a)A311VA 31IW-3)AMOS/SA3 000 = MO1A3SVE S3)A3V 000'668 = V3)Ati 021-631VM 0170" = 8013VA NISVG 133d 000•0061 = 3Sa"100)A31VM 9N01ti NOI1VI8VA NOI1V6313 133A 000000L = amAIN33 01 lNIOd NOI1Va1N3ONO3 W08A HION31 133.J 000'001;07T = H19N31 3SW1031 948T = 3W11-9V1 AO 39V1N3383d 1idAH31NI lINfl sainNiw 000 = liNn 3W11 HdtM90H0AH imn sanoH 'Mt' = 3W11 ',Stn. nsalomnivm (Z# WV3ZilS ol 0300v HdV690WAH-1INFI) == --------- >>>>>SISA1VW HdtPABOWJAH-1INFI<M< T = 31]03 si 00-117 3QON 01 00'I17 3aoN WDAA SS330)1d M013 ******************************************************************w******** ' A 0 . • 66"TTE TO£17"902 000"ST 0 ' " 02'0Z£ 17I8Z•t0E LT6•LI • .A o - - 1Z'6ZE ggLO"ZOE 2£8"Li • 'A 0 ' . ' £1I7£ Z808'66Z OGL*LI • "A 0 • " ' ES"092 trLgt'L6Z L99'LT . • A 0 * .. • £6•ELE tt7L6* Eag"LI ' * ' A 0 ' tt*Z82 T662•Z6Z- 00.G*LT • ' ' ' A 0 • £0162 Z.G9L'68Z LTt•LT ' • ' A 0 ' ' .G9'1762 TZLO*L8Z E2E'L1 * . ' AO " ' £6"L6E ZVSE"i78Z OgZ•LI . • AO . ' 90001i 92T9 L91 L1 * 861017 £8G8'8LZ £80'L1 ' • ' AO • ' t1017 6809L. 000'LT ' G6'60t g9Z2*ELZ LI6"91 - ' '0 A ' • ZI*L2t ZEOG'OLZ £2891 ' ' 0 ' A * • EZ•Lig LZ617 *LW:. 0L 9i • n" A ' ' T2"6Lt S0£6•29Z. L99'9I " ' 0 A • * G2'72t7 187.9•09Z. £89I " ' OA ' ' 61 EOIL'LSZ 00g*9T . . . 0 • ' OL'179£ TEZO'ggZ LIt'9I ' A 0 ' * LT*EtE iiIIg"agZ £22.'9I ' * * A 0' • GO•772 08tI*OgZ. 0GZ"9I ' ' * A 0 • OE*ZIE 00£6*LtZ L9I'91 • A A 0 ' 66•GOs' 76LL'gt/Z £8091 . ° . A 0" ' Tt'ST2 8IL9'EtZ 000°91 . . 966t'1tZ LI1 . ' . 0 7 . 89".;172 96027.6EZ 228*q1 . ' . n • ' 68"LGE 68Z8•9EZ OGL*2I . ' 0 A ' , . • 9Z•892 It•92't£Z. L99'21 . • 0 A • * ' IE"9LE 61281Z. • • 0 A ' " • 479181. 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T8£'8F., 9S6'L6 97 tTE'TE G69'L6 TET"Z.2 LOt'L.6 tZ L8G'8£ 111'L6 S29'T9 9GL'96 ZZ SLT'LL 68T'96 TZ Stg'06 08t'6 969'20T L179"t6 61 619'SZT GL9'26 ST 9098tT 61G"Z6 LT OGO ZS1'16 91 TZS'S6I 88S'68 ST G6682.7 06L'L8 tT 1L8*E9Z. £89'g8 ET tTE'SOE 9GZ'28 31 latt'08 TT tZ.8"It17 860'LL 01 ETt'6tS tEWEL 6 TLS'OtL T86*L9 8 LL6102:1 99119 OZ.L TTI"OS 9 OLZ'EOET gST'OE gT9998 L91"81 2tE"68g L6101 ZSE"08£ 9LL'17 TL8'8ET LLZ 1 • (SA3)831VNII.M0 s3n1km NV314 ;931314nN Hcito908CIAH Inn “S. 1VA83INI NOIIVNI1483.13a HdIAISCPAOAH kINfl oo"ce = sl1ns38 AO ma ald (szdnoH):914II 130014 00'ST = sl1ns38 dO 9NINNI9313 80A (S&10H)ANII 13aow :siiwil 91\111811 HdC?390e1AH dA0Nri ES6* = (31.3d wloH-tz 1E06 = _.1013d woH-9 LES' = WIOVA iflOH- T61 = a:)13 1 ;/. wloH-T g9t" = HOIDVA 3InNiw-OE SZt' = 8010Vd airmiw-s :SW1LOVA Noilona38 V38V-H1d3a NOIIVILAI33a 1331.A103dS u3sn* 060T =(HONI)11VANIV8 wioH-17;17 MV3d 031A133dS 8E"t = (1-13NI)11VANIV 8n0H-9 XV3d (131133 Z8"Z. = (HONI)11VANItod woH-E )iV3d (13IAI33as Tt'T = (HONI)11VANIV MV3d 1131A133dS 90'T = (H3NI)71VJNIV8 smisININ-oz Mk/2d 031J103dS ZS' =(HoNi)litd.dNild sainNiw-s ftlami 1331d102aS *1131A133dS 1# 130014 Hdt*A9011AH* OEZ' = NOLLOVad 8801 MO1 18E' = (8n0H/H3N1)31VH 8801 GBHS)J3IVM kinwixtu ooz• = (NOLIVION 1 3AH113-.S. .:(183831/113d013A3aNfl)A311VA 34 99.585 19.078 35 99.665 8.712 ,= 36 99.712 5.085 37 99.749 4.045 38 99.786 4.013 39 99.823 4.023 40 99.860 4.013 41 99.897 4.014 42 99.933 4.013 ~. 43 99.970 4.014 44 100.000 3.222 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 177.5594 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 600.3422 .0 = • A o 96'68L. 00L0 "2:0g £8S'6T • A o - • Lb'£bt 02L0'O0S 00S'6I 1 . 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E'089 1 ' T L ' LL9 OS9'1 L 16 " OL £L9'Z 9'S89 91'1 6'Z89 OS9'1 ££8"O,7 26.333 1.650 14.1 .04 15.3 .062 ~° 26.417 1.650 12.5 .03 13.5 .055 26.500 1.650 10.9 .03 11.9 .048 26.583 1.650 9.5 .03 10.4 .042 = 26.667 1.650 8.3 .02 9.1 .036 26.750 1.650 7.0 .02 7.8 .031 ~° 26.833 1.650 5.9 .02 6.6 .026 26.917 1.650 5.1 .01 5.6 .022 ~- 27.000 1.650 4.6 .01 4.9 .020 . 27.083 1.650 4.1 .01 4.4 .018 27.167 1.650 3.7 .01 4.0 .016 ~� 27.250 1.650 3.4 .00 3.6 .015 27.333 1.650 3.0 .00 3.2 .013 . 27.417 1.650 2.7 .00 2.9 .012 27.500 1.650 2.3 .00 2.5 .010 - 27.583 1.650 2.0 .00 2.2 .009 . 27.667 1.650 1.7 .00 1.9 .007 27.750 1.650 1.5 .00 1.6 .007 ~~ 27.833 1.650 1.4 .00 1.5 .006 27.917 1.650 1.3 .00 1.3 .006 =- 28.000 1.650 1.2 .00 1.2 .005 ~, 28.093 1.650 1.1 .00 1.1 .005 28.167 1.650 1.0 .00 1.0 .004 = 28.250 1.650 .8 .00 .9 .004 28 1.650 .7 .00 .8 .003 ~~ 28.417 1.650 .6 .00 .7 .003 28.500 1.650 .5 .00 .6 .002 "= 28.583 1.650 .4 .00 .5 .002 . 28.667 1.650 .4 .00 .4 .002 28.750 1.650 .3 .00 .4 .001 = 28.833 1.650 .3 .00 .3 .001 28.917 1.650 .3 .00 .3 .001 = 29.000 1.650 .3 .00 .3 .001 . 29.083 1.650 .2 .00 .3 .001 29.167 1.650 .2 .00 .2 .000 ~° 29.250 1.650 .2 .00 .2 .000 29.333 1.650 .2 .00 . .000 . 29.417 1.650 .2 .00 .2 .000 29.500 1.650 .1 .00 .1 .000 . 29.583 1.650 .1 .00 .1 .000 == 29.667 1.650 .0 .00 .1 .000 29.750 1.650 .0 .00 .0 .000 . 29.833 1.650 .0 .00 .0 .000 29.917 1.650 .0 .00 .0 .000 OW -�*1*°***********************W*********M************************* ^aV FLOW PROCESS FROM NODE 41.20 TO NODE 43.00 IS CODE = 5 . > >}>>MODEL CHANNEL ROUTING BY THE CONVEX METHOD<<<(< . . THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER . TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5-MINUTE INTERVALS the National Engineering Handbook, . Hydrology, Chapter 17, page 17-52. August,1972, =p U.S. Department of Commerce). . ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 20.00 CHANNEL Z = 2.00 = UPSTREAM ELEVATION = 1590.00 ~~ DOWNSTREAM ELEVATION = 1530.00 CHANNEL LENGTH(FT) = 3000.00 MANNINGS FACTOR = .035 - ■_, _ , . , .. . . „ . . .. _ . . . O 't9S L'ZSB OT 17'6L8 8998 L.9161 — S'L68 1,'88 £8061 L816 1106 0006I £ '"(..t6 0"£7:176 LI6"81 G - L96 T ££8"81 81766 9';.7..L.6 OSL.'81 17 '91.OT 0'0001 L99•81 t'£901 8 E8S'81 __... 8 E 00S"8I 7.."tETT L'80I1 LIt'ST 62911 011711 £££'81 60611 6'6911 027'81 t"9IZT £9611 L9181 E'EtZI t'IZZI £80'81 O'SLZT t"EitZT 00081 Z"£121 £"I8Z.T LI6'ZI O 'SSET 1"1Z221 E£8 S t'29ET OSL'LI t'ZStT 6 L99'L1 6 t"E9171 ESS'LT 6 t'GZST 00L1 S'E6ST L'ZI.ST LIt'LT Z'0191 8'66ST EEULT 6"1719I L"191 0S77"LT 9%7.191 L'GT91 L9T'L1 9'.7..191 17 £80'L1 8"2.7.91 81191 000"L1 Q'SZ9T £8,79T L16 £2891 ' 9"OZLT 8'LZ9I OSL"91 £'0t8T O'ttLT L9991 £'0Z81 86L81 E8S'91 t "£991 8'£181 00S t'66tT t'a7Z9T L.117"91 S'6S21 t'99t1 6't17Z1 T'0£21 OSZ"91 47."tLIT 2 L9191 L - t911 L'LSTT £6091 1 1"7„911 000'91 8 8'17ZZT L16'S1 • 6E1 C'EZET =SI L S OSL"ST S'07.SI t"ZetT L99"S1 I"9SG1 9"1EGT ESS'ST T'SLST 9*E9S1 00 T 4"7"T8ST 6 L117'S1 1'08ST 1*Z8S1 EEE'ST t 'SLST 8'6LGT 0S7'qi Z•L9ST S'VLST L9T'S1 6"tSST 9*G921 £80"ST (SA3) (SA3) (S;AH) (.17 WV3a1S) (.7 WV31S) 3W11 molAino MO1ANI - MOW sl1ns3 enairm 13NNVH3 C0H13W X3ANO3 6Z6" = 8V1S3 SI S1kiNd31NI liNn 31FINIW-2 >dad 1N131303 stuinDJ 13NNVHO aaidillow 8L8 = 1N3131AA333 eluirm 13NNVH3 1i3.lywils3 Sad 611 = SA3 GO'tTET = 0 ald AlI0013A 1VW)AON 13NNVH3 SO'tTET = MO1.dNI wmaxyw "40S A° SS3OX3 NI 31V&101A 39d3AV 6L6L81 = (SA3)MO1ANI wnwixvw :a3j'wIjg3 INBT3Idd03 Emiinai 13NW,H3 . . 19.333 839.2 850.0 r~ 19.417 826.5 836.7 19.500 814.6 824.1 19.583 803.2 812.3 19,667 792.0 800.9 19.750 780.7 789.7 19.833 770.1 778.6 19.917 761.0 768.4 '- 20.000 752.9 759.4 o*************************************************************************** FLOW PROCESS FROM NODE 43.20 TO NODE 43.00 IS CODE = 1 >>>>>UNIT-HYDROGRAPH ANALYSISM(< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERCOURSE "LAG" TIME = .274 HOURS ,~ UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 30.409 WATERCOURSE LENGTH = 6200.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 4000.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 150.000 FEET BASIN FACTOR = .030 WATERSHED AREA = 119.000 ACRES BASEFLOW = .000 CFS/SQUARE-MIL-E VALLEY(UNDEVELOPED/DE9ERT) S-GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .794 LOW LOSS FRACTION = .690 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .42 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .85 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.13 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.33 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.33 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 9.20 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .425 30-MINUTE FACTOR = .465 1-HOUR FACTOR = .491 3-HOUR FACTOR = .837 6-HOUR FACTOR = .928 24-HOUR FACTOR = .953 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 2.953 42.504 2 13.850 156.823 3 32.821 273.022 4 53.058 291.236 5 65.648 181.198 6 72.861 103.800 7 77.577 67.873 8 81.258 52.976 84.237 42.869 10 86.696 35.389 11 88.658 28.232 12 90.424 25.417 13 91.825 20.165 14 93.032 17.378 15 94.008 14.047 16 94.940 13.409 17 95.815 12.587 18 96.507 9.968 19 97.126 8.898 20 97.669 7.820 21 98.127 6.596 22 98.529 5.785 ~~ 23 98.842 4.500 24 99.146 4.376 25 99.450 4.376 26 99.754 4.376 27 100.000 3.539 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 59.4271 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 27.5041 == = = ~ 24-HOUR STORM ~� RUNOFF HYDROGRAPH � _ Ao HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) - TIME(HRS) VOLUME<AF) Q(CFS) 0. 12.5 •5.0 37.5 50.0 °= --'-------------------------- - - _ 15.083 15.4602 25.07 . . Q V . . 15.167 15.6323 24.99 . . Q. V . . °w 15.250 15.8036 24.87 . . Q. V . . 15.333 15.9739 24.72 . . Q. V . . ~~ 15.417 16.1402 24.16 . . Q. V . . ,~ 15.500 16.2953 22.52 . . Q . V . . 15.593 16.4325 19.91 . . Q . V . ~ -~ 15.667 16.5518 17.33 . . 0 . V . . 15.750 16.6622 16.03 . . 0 . V . . �� 15.833 10.7698 15.62 . . Q . V . . 15.917 16.8789 15.83 . . 0 . V . . , 16.000 16.9951 16.88 . . 0 . V . . ~- 16.083 17.1530 22.91 . . Q . V . . 16.167 17.3994 35.79 . . . V 0 . . - 16.250 17.7260 47.42 . . . V . 0 . 16.333 18.0551 47.78 . . . V . 0 . = 16.417 18.2995 35.49 . . . V 0 . . _, 16.500 18.4894 27.58 . . . Q V . . 16.583 18.6638 25.32 . . 0 V . . ~ 16.667 18.8420 25.88 . . 0 V . . 16.750 19.0233 26.32 . . .0 V . . 16.833 19.2060 26.53 . . .0 V . . 16.917 917 19.3888 3888 26.54 . . "_ .0 V . . 1 7.000 19.5739 26.88 . . .0 V . . _ 17.083 19.7569 26.57 . . .0 V . • 17.167 19.9326 25.51 . . Q V . . ~ 17.250 20.0934 23.34 . . 0 . V. . 17.333 20.2388 21.12 . . 0 . V. . � 17.417 20.3738 19.59 . . 0 . V. . ~~ 17.500 :0,5007 18.43 . . 0 . V. • 17.583 20.6223 17.66 . . 0 . V. • - 17.667 20.7396 17.03 . . 0 . V . 17.750 20.8529 16.45 . . 0 . V . -, 17.833 20.9628 15.96 . . 0 . V . 17.917 21.0694 15.47 . . Q ~ V . ^� 18.000 21.1736 15.13 . . Q . V , = 18.083 21.2760 14.97 . .Q . V , 18.167 21.3776 14.75 . .Q . .V . °" 18.250 1.4788 14,70 . .Q . ,V . 18.333 21.5783 14.44 . .Q . .V . w00 18.417 21.6777 14.43 . .Q . .V , 18.500 21.7766 14.36 . .0 . ~° .V . 18.583 21.8748 14.26 . .Q . .V . ~w 18.667 21.9721 14.13 . .Q . .V . 1S.750 22.0685 14.00 . .Q . . V . °= 18.833 22.1640 13.87 . .Q . . V . ~., 18.917 22.2587 13.75 . Q . . V . 19.000 22.3526 13.63 . Q . . V . `~ 19.083 2 2.4455 13.50 . Q . . V • 19.167 22.5377 13.38 . Q . . V . 440 19.250 2'.6 13.26 . Q . . V . 19.333 22.7197 13.17 . Q . . V . 19.417 22.8098 13.08 . Q . . V . ww 19.500 2 2.8993 13.00 . Q . . V • 19.667 23.0766 12.84 . Q . . V 19.750 23.1645 12.76 ' Q ' . V 19.833 23.2519 12.68 . Q . . V *MP 19.917 23.3387 12.61 . 0 . . V 20.000 23.4251 12.54 . 0 . . V ^.*****T***t************************************************************ FLOW PROCESS FROM NODE 44.00 TO NODE 43.00 IS CODE = 1 >>>>>UNIT-HYDROGRAPH ANALYSIS<<<<< (UNIT-HYDROGRAPH ADDED TO STREAM #2) WATERCOURSE "LAG" TIME = 1.386 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 6.013 WATERCOURSE LENGTH = 18900.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 8000.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 290.000 FEET BASIN FACTOR = .070 WATERSHED AREA = 1251.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(UNDEVELOPED/DESERT) S-GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .782 LOW LOSS FRACTION = .691 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .43 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .89 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.17 SPECIFIED PEAK 3-HOUR RAINFALL( INCH) = 2.21 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.35 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 7.36 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .425 30-MINUTE FACTOR = .465 1-HOUR FACTOR = .491 3-HOUR FACTOR = .837 6-HOUR FACTOR = .928 24-HOUR FACTOR = .953 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMGER MEAN VALUES ORDINATES(CFS) - 1 .521 78.946 2 1.563 157.692 3 2.657 165.442 4 4.051 210.928 5 5.750 257.090 327.628 7 916 327 6 ^ ^ 7 10.480 387.869 8 13.246 418.491 , ,. • 1tT Et0 17L OtT"6Z TG8'£6 IL — 1606Z 8G926 ZL 1606Z 99t26 TL Tt1'6Z ELZ'26 OL 1606Z 18026 69 s1902 . aserz� 89 ZZL'82 98936 L9 860'Ot 0217 Z.6 99 000'017 291Z6 g9 000'017 10616 179 OGO'Ot 92916 29 6tO'Ot ZL2'16 Z9 TOO'Ot L0T'T6 19 ttE'Ot 217806 09 GL6'6t 9L06 6g G6G'tS 9tZ'06 8g G6G'tg G8868 Lg 9tG'tg tZg'68 (-, .= G6G'tS 29168 r-r- == G6G'tg Z0888 tg G6G'tS Z1717'88 L.G 9tG'17 S 180'88 ZG 8968G OZL'L8 TG 90t'S9 0£2'L8 OG 170G'S9 86898 617 6ZG'S9 S9t'98 at 98269 Z2098 Lt tES'6L ELG'G8 917 OG0'08 8t0'28 Gt 0G0'08 • 6TG'178 1717 2t8'18 066'28 217 100 617t'28 Zt £8606 17g8'Z8 Tt 6G606 7g7 017 LGQ 1918 G 62 t60901 62018 82 061601 82208 LE Tt1601 9196L 92 6t0011 G68'8L GE tg9"LZT 8918L 172 LG9'1721 tZE'LL 22 Z29't21 17Et'9L ZE L9L'172T ttG'GL 12 98G9t1 £G9'17L OE 9L8'LGT 1789'2L OZ 8LL'Z8T 1179ZL 8Z EZ0881 22t L. LEL'ETZ 0610L 9Z 817E'LtZ LLL'89 r-,.. ....:_. LOt'6LZ Zt1'L9 tZ ZET'T6Z G6Z EZ G6t912 TL2'29 ZZ 17L6 ' 6LZ*19 TZ 6tt'82t TZ8'8G OZ OST'6Lt 2Z6'GG 61 220'tTG 9GL'ZG 81 986'Z179 8G2'617 LT 6ZO'GG9 801'Gt 91 120'2G9 aLL'Ot GI 666=9 6tt"92 171 L92'629 221Z2 ET 1796919 L06'LZ ZT G8Z'LLG 6Z8'2Z TT Z9289S 21007 01 , ,Z6t,'Sgt 92Z.91 6 75 . 94.235 28.993 ~° 76 94.420 27.960 77 94.600 27.323 . 78 94.781 27.322 . 79 94.961 27.273 80 95.141 27.273 ^.. 81 95.322 27.322 82 95.502 27.224 .4 83 95.682 27.323 A. 84 95.846 24.766 85 95.978 19.952 . B6 96.111 20.147 87 96.243 19.952 w 88 96.376 20.050 89 96.507 19.950 = 90 96.640 20.050 *. 91 96.772 19.950 92 96.901 19.558 A, 93 97.012 16.806 94 97.120 16.314 °- 95 97.228 16.314 ~ 96 97.337 16.511 97 97.445 16.316 ~~ 98 97.553 16.314 99 97.661 16.413 - 100 97.769 16.314 101 97.861 13.857 ~ 102 97.944 12.679 , 103 98.029 12.777 104 98.113 12.777 -. 105 98.197 12.679 106 98.282 12.777 . 1 07 98.365 12.677 = 108 98.450 12.777 109 98.524 11.205 ~ 110 98.584 9.140 111 98.645 9.141 °~ 112 '98.704 9.041 113 98.765 9.141 _ 114 98.825 9.041 115 98.885 9.140 116 98.945 9.141 ~ 117 99.005 9.041 118 99.065 9.041 =~ 119 99.125 9.041 ~~ 120 99.184 9.041 121 99.244 9.041 °= 122 99.304 9.041 123 99.364 9.041 . 124 99.424 9.041 125 99.483 9.041 .. 126 99.543 9.041 = 127 99.603 9.041 128 99.663 9.041 ~. 129 99.722 9.041 130 99.782 9.041 . 131 99.842 9.041 =w 132 99.902 9.041 133 99.961 9.041 -" 134 100.000 5.846 . TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 498.9005 - TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 232.1973 � ' • � ^ O ^ � ^ 0t ^��T tSS� � ^LT EBS ^6T • A • A 0 ^ ^ 9E ^TgT tgE3 ^/LLT 00g ^6T -- ^ A 0 ^ ^ 00^t7ST 0E6T^9LT LTi7^6T ^ A ' O ^ ^ t8 ^9ST tr3ET ^SLT EEE ^6T ^ ^ O ^ ^ ^ 66 ^6ST Z3S0 ^i7LT 0g3 ^6T _ • ^ O ^ ^ ^ 9t^ [0g6^3LT L9T^6T ^ ^A 0 ^ ^ ^ 66•L9T LLT8~TLT E80^6T ^ ^A 0 ^ ^ • g3^TLT 8099^0LT 000~6T • •A 0 ^ ^ ^ 89 ^ ET817 ^69T LT6 ^8T ^ ^ A 0 • ^ • 9L^6LT E8L3^89T cure' ^ ^ A 0 ^ ^ ^ 88^E8T E0i70^L9T 0gL^8T ^ ^ A 0 ^ ^ ^ gT ^L8T 8ELL ^g9T L99 ^8T ^ ^ A 0 ^ ^ ^ 9E•061 6t8t ^t79T E8S ^8T ^ ^ A 0 ^ ^ ^ G8^176T 6ELT•E9T 00g^8T ^ ^ AO ^ ^ ^ 3Z^66T 6TE8^T9T LT ^ • 0 • ^ ^ .717'S07: 36gt ^09T EEE^8T ^ • 0 ^ ^ ^ 173 ^603 gt170 ^6ST 0g3 ^8T ^ ^ OA ^ ~ ^ artT3 17E09 ^LgT L9T ^8T ^ ^D A ^ ^ ^ E3^T33 9E3T^9ST M0^8T ^ 0 A • • ^ 38•933 0009^17gT 000^BT ^ 0 A ^ . ^ ^ gt ^633 8LE0 ^EgT LT6 ^LT ^ O^ A ^ • ^ 98^3E3 9Lgt^TST EE8^LT ^ O• A ^ ^ ^ E3^6E3 6Eg8^617T 0gL~LT ^ 0 • A ^ * * tg^gt3 C903^8hT L99^LT ^ 0 • A ^ ^ • Et^6173 EgTS^9hT E8g^LT ^ 0 • A ^ ^ • 39^3g3 gL6l^tf7T 00g•LT ^ O ^ A ^ ^ ^ 6T•g93 LLSO^EtT LTt^LT ^ 0 ^ A • ^ ^ g0^993 ETE3^TtT EEE^LT ^ 0 ^ A • ^ ^ g6 ^1793 066E ^6ET 0g3^LT ^ 0 • A ^ ^ ^ 176 ^393 EtLg ^LET L9T ^LT ^ 0 • A • .. ^ E17•6= 17C9L ^SET E80 ^LT ^ D ^ A • ^ • 0g^gg3 L9L6^ECT 000^LT • 0 • A ^ ^ • .17B ^6173 TLT3 ^3ET LT6 ^9T ^ 0 ^ A • ^ • EUL173 179617^0ET EE8^9T ^ O ^ A ^ ^ ^ EL ^17£3 0E6L ^83T 0gL ^9T ^ 0 h ^ ^ • T6 ^0E3 g9LT ^L3T L99^9T ^ 0 A ^ ^ ^ SE ^833 398S ^S3T E8S^9T ^ ^O A' ^ • 6E ^E33 EET0 ^t3T 00g ^9T ^ ^ 0 A. ^ ^ 9T^LT3 8tLt^33T LTt^9T ^ ~ O • A ^ ^ 36 ^ET3 36L6 ^03T EEE^9T ^ ^ O � ^ ^ trE^TT3 6g06^6TT 0=9T ^ • 0 A • * SE ^3T3 t0g0 ^8T T L9T ^9T ^ • 0 A ^ ^ L0^903 6L8s^9TT E80^9T ^ ^ 0 ^ ^ ^ L17•86T L89T^gTT 000^9T ' • 0 ^/\ ^ ~ t79 ^86T 8T08 ^ET T LT6 ^ST ^ ^ D ^/\ ^ ^ 6E ^66T 8EE ^3T T EE8 ^gT ^ ^ 0 •A ^ ^ L6^66T g090^TTT 0gL^gT ^ ^ 0 • A ^ ^ l8^661 cE89^60T L99^gT ^ ^ O ^ A ^ ^ tT^66T 890E^80T c'8g^ST • ^ 0 ^ A ^ ^ g8 ^L6T bgE6 ^90T 00g "ST ^ • 0 • A ^ ^ 3E ^96T 83Lg ^S0T LTirgT ^ • 0 • A ^ ^ 017^E6T L033^t0T EEE^ST ^ ^ 0 ^ A ^ ^ 179^68T L888^30T 0G3^gT • ^ 0 ^ A ^ • 9L ^g8T L38g ^ T0T L9T ^gT ~ ^ 0 ^ A ^ ^ LL ^ T8T tE0E ^00T E80 ^ST 0•00E 0'g3.7. 0 ^0gT 0^gL ^0 (Sd3)0 (dV)31411OA (381-0314I1 (S.A3) S1tfA83lNI 31ONIW-3/\Id NI H6t/8BO80AH H6ld89OMH d dO W8O1S 8OOH-173 ___ _ _ ________ 19.667 179.2580 145.59 . . Q. V . = 19.750 180.2455 143.38 . . Q. .V . 19.833 181.2180 141.22 . . 0 . .V . 44 19.917 182.1699 138.21 . . 0 . .V . 20.000 183.1059 135.91 . . 0 . .V . .. . '*******w****************************************************************** - FLOW PROCESS FROM NODE 43.00 TO NODE 404.00 IS CODE = 5 )))))MODEL CHANNEL ROUTING BY THE CONVEX METHOD<<<<< _ ~ THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER - TO ROUTE THE STREAM 2 INFLOW HYDROGRAPH BY 5-MINUTE INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17-52, August,1972, ~ U.S. Department of Commerce). ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 15.00 CHANNEL Z = 1.50 UPSTREAM ELEVATION = 1530.00 DOWNSTREAM ELEVATION = 1450.00 CHANNEL LENGTH(FT) = 3650.00 MANNINGS FACTOR = .014 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 2097.04 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 1500.29 CHANNEL NORMAL VELOCITY FOR 0 = 1500.29 CFS = 26.66 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .940 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE UNIT INTERVALS IS CSTAR = .995 ' - CONVEX METHOD CHANNEL ROUTING RESULTS: ^ MODEL INFLOW OUTFLOW ~ TIME (STREAM 2) (STREAM 2) (HRS> (CFS) (CFS) - 15.083 1761.7 1752.4 15.167 1777.9 1770.9 ~^ 15.250 1789.9 1784.7 15.333 1798.2 1794.6 - 15.417 1801.6 1800.2 °° 15.500 1795.5 1798.1 15.583 1775.2 1783.9 " 15.667 1737.7 1753.9 15.7 1683.7 1707.1 . 15.833 1610.3 1642.1 -, 15.917 1517.3 1557.6 16.000 1429.4 1467.5 `. 16.083 1393.7 1409.3 16.167 1422.4 1410.0 . 16.250 1503.7 1468.5 = 16.333 1621.2 1570.3 16.417 1752.0 1695.3 _ 16.500 1914.4 1844.0 16.583 2074.0 2004.7 -~ 16.667 2097.0 2086.7 16.750 1981.7 2031.4 ' 16.833 1907.1 1939.6 16.917 1901.9 1904.3 17.000 1906.2 1904.3 = (HONI)11VANIV anoH-E NV3d 1 13IJI03dS ET'T = (H3NI)11VANIV 8110H-T MV3d 1331A133dS -- 98 = (H3NI)11VANIV8 3311INIW-0 E MV3d 113IAI33dS It' =(-13NI)115ANItM 531fINIW-2 MV3d G31A133AS 441331J133A3 T# =ow HAV90811AH* NO113V8A 3601 M01 0Z.8" = (W10H/H3NI)31 3601 133H531VM wnwixvw 133103133 HdWdENS (1A3S312/133A013A3UNIDA311VA 311W-38VMS/SA3 000' = M01A3SV8 8383V 000 "01 = V38 1131-ISH31VM 0E0" = M013VA NISV8 133A 000'08 = 358F103)J31VM 8N01V NOI1VDAVA NOI1VA373 133 000'0081 = C110811433 01 1NIOd N011V81N33NO3 WOJA H19N31 1333 000'000t = H19N31 3SH110331VM tZ.6'9t = 3W11-9V1 AO 39 1VA831N1 iINfl s3inNiki ocgrs = lINfl 3W11 Hdt lINfl sanoH 8LT" = 3WI1 n91. 3sano3a31vm (7.* WV3aLS 01 amati H.AM90IGAH-1IN11) >>>>>SISA1VNV HdtP.1908aAH-IINfl<<<<< T = moo sI 00 3aoN 01 00"170t moN WCMA SS300:dd M01d ***************************************************************************,!, 6"L06 000'07 0'24'76 Z'616 LT6'6T E'8E6 EE8'6T L'IS6 8"2176 02L'6I 17'296 E'626 L99"61 6"6L6 E'EL6 E82'6I T'266 S'886 002'61 8"OTOT 8"E001 LIt'6T 2'LZOT 0"070T EEE'6I O "91701 E'LEOT 0=6T L'9901 E'LGOT L9T'6I L'6801 0 6 LOT £80"61 t'2ITT 9"EO1 T 000"6T 6'EtTI L'OETT LT6'8T 8"17LIT Z"T9TT EE8"8T 6"L0ZT 9"76TT 02L'81 .7. L'LZZT L9981 • 98471 0'89Z1 E82°81 2'9ZET O'OTET 002"8T 2 0"8tET LIt'ST Z'L6ET L'ESET ZEE'S' t 87.7.tT 8"titT 027781 2'09t1 O'cittT L9T"8T L'S6tT t'6L17I £80'81 8"17EGT O'LT2T 000"81 6'LLGT T'822T LT6'LT T'97E9T 8'E091 E28"LT Z."1891 Z*229T ogL•LT L'ZtLT O'GTLT L99"LT t 'ZOST 0'6LLT E82'LT 9'.17.281 0"EE8T 002'L1 2"9881 E'81.8T LIt'LT 6'6681 E'L681 EEE'LI E"Z061 71:06T 0272:'LT O '006T O'TO61 L9I'LI 8'1061 98681 E8O'LI SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.24 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 6.93 = *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .425 30-MINUTE FACTOR = .465 l-HOUR FACTOR = .491 3-HOUR FACTOR = .837 6-FOUR FACTOR = .928 24-HOUR FACTOR = .953 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 ~~ MODEL TINE(HOURS) FOR END OF RESULTS = 20.00 ~~ ==,====================_ UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) - -------- --------- ~ - 1 5.557 68.548 2 29.096 290.367 3 57.974 356.236 4 72.145 174.808 - 5 79.274 87.939 84.174 60.440 7 87.757 44.200 ' 8 90.506 33.911 9 92.586 25.658 10 94.157 19.380 11 95.559 17.292 12 96.665 13.639 13 97.554 10.968 14 98.267 8.794 15 98.804 6.630 16 99.284 5.917 5.301 99 713 5 17 ~ ^ ~~ 18 99.928 2.651 19 100.000 .884 TOTAL SOIL-LOGS VOLUME (ACRE-FEET) = 40.5339 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 15.5945 om = = ww „- , ' ., - • /\ ^ ~ * [) ^ 6E ^9 �809^ET £82^61 • A • • • D ^ Lt^9 3t9g^ET 00g^6T -- • A • � • ^ 0 ^ gg^9 L6Tg^ET LTtr^6T ^ A • ^ • 0 ^ E9'9 9tLt ^ET EEE ^6T • A ^ ^ ^ D • EL^9 693t^2T 0G3^61 ^ A • • ^ D ^ 38^9 938E^ZT L9T^6T ^ A ^ ^ ^ O ^ 36•9 9gEE^ET E80^61 • A • • • D ^ E0^L 6L8Z^ET 000^61 ^ A • • ^ O ^ GT^L G6E3^ET LT6^8T • A ^ ^ • 0 • 83^L 3061^ET EE8^8T ^ A • ^ • D • Tt^L T0tT^ET 0gL^81 • A ^ ^ ^ 0 ^ 9g^L 1680^ET L99•81 • A • • • D ^ EL ^L OLEO 'ET E8g^8T • A • ^ ^ 0 ^ 36 ^L LE86 ^3T 00g ^8T • A ^ ^ • 0 • 91'8 .17.6.7.6'.7.1 LTV ^8T • A ^ • • 0 • gt ^8 0EL8 ^3T EEE ^8T • A ^ • • 0 ^ 88^8 8t18^31 0G3^81 ^ A • ^ • O ^ 8G^6 9EgL^ZT L91•81 • A ^ ^ • D • 03 ^0T 9L89'.7.1 E80"81 ^ A - • • D ^ 0G^01 tLT9^37 000•81 • A • • ~ 0 . ^ 3L^0T Tgtg^3T LT6^LT ^ /\^ ^ ^ 0 ^ 96'01 3TLt ^3T EE8 ^Lt • A^ • ^ 0 ^ 6111 Bg6E ^ZT 0gL ^LT • A^ • •O ^ 91t1 L8TE ^3T L99 ^LT ^ /\^ ^ ^ ^ 98•11 86E3 ^3T E8g ^LT • A” ^ ^D • Tt ^3T T8gT ^3T 002 ^LT • A • 0 ^ 3T ^ET 9,17L0 *Z1 LTt ^LT ^ A ^ D ^ ^ WET E386^11 EEE^LT ^ A ^ O ^ ^ E8 ^tT gL88 ^ T T 0!L1 • A ^ 0 ^ ^ 68'91 £8L11 L9T ^LT ^ ^ ^ 0 ~ ^ ^ 6t^81 0699•11 2280^L1 ^ ^ ^ 0 • • t8 ^8T LTtg ^T T 000 'LT • •/\ ^ 0 • ^ g8^81 6TTt^11 LT6^91 ^ ^ A ^ 0 • • 99"81 • 1.178Z EE8 ^9T ^ • A ^ 0 • ^ 6L^81 92g1^11 0gL^91 ^ ^ /\ ^ O ^ ^ 66'81 7:7t7:0 L99'91 ^ ^ A • 0 ^ • 06^8T tE68^0T E8g^91 • ^ A ^ 0 ^ ^ 0t^8T EE9L^0T 00q^91 • ^ A ^ 0 ^ ^ 80^03 G9E9^01 LTt^9T ^ ^ /\ D ^ ^ ^ 6t'&7. 7:7.86t'01 EEE ^9T ^ 0 ^ A ^ ^ ^ T3^8t 3g63^0T 0G3^91 O • A • ^ • Et 'Et :7E96'6 L91"91 • ^ A ^ 0 ^ ^ L0^33 01799^6 E80^91: ^ ^ A • O ^ TE^ET 03Tg^6 000^91 • • A • ^O • 9g^TT t03t^6 L16^G1 • ^ A ^ ^ 0 ^ 6L^0T L0tE^6 EZ8^gT • ^ A • ^ 0 • tg^0T t993^6 0gL^G1 ^ ^ A ^ ^ 0 ^ 3L^0T 8E61~6 L99^GT ^ ^ A ^ ^O • 9L^11 003T^6 E8g^gT • ^ A ^ o • ttr ^tT 06E0'6 00s ^qT ^ ^ A ^ 0 • • 9L^91 96E6^8 LTt^ST ^ ^ A ^ 0 ^ ^ 0t/'LT Tt38 ^8 EEE ^ST ^ ^ A ^ 0 ^ ^ Tg ^LT 070L"8 0g3 ^ST • ^ A ^ D ^ ^ 09^LT LE8G~8 L9T^S1 ^ • A D • • 99 "LT 939t ^8 E80 ^GT 0^Og g^LE 0^g3 G^3T ^0 (SA3)0 (dv)BWOlOA (S8H)3WIl (SAJ)S1VA)A3lNI alONIW-3AIA NI H6id8BO811AH H6id8BO8OAH AdONO8 W8OlS 8 OOH-t73 - - _ ___ - ___ 19.667 13.6518 6.32 . Q . . . V 19.750 13.4949 6.25 . 0 . ^ ^ V 19.833 13.7375 6.19 . Q . . . V °. 19.917 13.7797 6.13 . 0 . . . V 20.000 13.8215 6.06 . 0 . . . V ~********�****************************************************************** FLOW PROCESS FROM NODE 404.00 TO NODE 404.00 IS CODE = 7 ----------------------- - --- - >}>>>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1(<(<( *********************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 4.10 IS CODE = 1 ". )>>>>UNIT-HYDROGRAPH ANALYSIS<<<<< __=_______ ~~ (UNIT-HYDROGRAPH ADDED TO STREAM #1) WATERCOURSE "LAG" TIME = .420 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 19.843 WATERCOURSE LENGTH = 12200.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 2400.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 640.000 FEET BASIN FACTOR = .050 WATERSHED AREA = 585.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .310 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .690 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .277 LOW LOSS FRACTION = .214 *HYDROGRAPH MODEL #1 SPECIFIED* _ SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .46 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .96 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.27 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.47 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.71 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 8.56 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .425 30-MINUTE FACTOR = .465 1-HOUR FACTOR = .491 3-HOUR FACTOR = .837 6-HOUR FACTOR = .928 = 24-HOUR FACTOR = .953 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME (HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 *�*> NOTE: RATIO OF (LENGTH TO CENTROID) / (LENGTH OF WATERCOURSE) IS NOT BETWEEN [.25] AND [.75] ~` _ ====___�_� UNIT HYDROGRAPH DETERMINATION 4. . INTERVAL "S" GRAPH UNIT HYDROGRAPH .0 NUMBER MEAN VALUES ORDINATES(CFS) ----- ------- --- - ---------- ~~ 1 1.568 110.924 _^ 2 6.154 324.480 3 14.932 620.983 ~~ 4 27.238 870.633 5 41.576 1014.383 ~= 6 55.550 988.659 7 65.848 728.602 -^ 8 73.064 510.503 _ 9 77.995 348.845 10 81.463 245.353 ~ 11 84.196 193.365 12 86.305 149.192 ~ 13 87.922 114.439 _ 14 89.270 95.327 15 90.452 83.615 ~- 16 91.488 73.334 17 92.425 66.296 - 18 93.317 63.092 19 93.964 45.781 ~- 20 94.567 42.624 21 95.111 38.497 22 95.551 31.146 -^ 23 95.988 30.896 24 96.405 29.503 25 96.815 29.065 26 97.191 26.571 27 97.494 21.459 - 28 97.793 21.161 29 98.054 18.432 30 98.300 17.432 31 98.531 16.318 ' 32 98.724 13.665 33 98.914 13.454 34 99.067 10.792 35 99.204 9.677 36 99.341 9.696 37 99.477 9.677 ~~ 38 99.614 9.677 39 99.751 9.677 °4. 40 99.888 9.677 41 100.000 7.939 = .4 ... ________ __ ~~ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 84.1907 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 313.3341 . 4. . .40 . ._ .,.. _____. _ _ -..- .._ . :. 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LS'EtT 9ZLE'L9Z OgL•6I A ' 0' ' 617'gtI LISE'99Z L99'6I . _ 17.083 5118.0 5131.9 0. 17.167 5103.5 5107.8 17.250 5105.2 5104.7 00 17.333 5098.1 5100.2 17.417 5065.2 5075.0 .0 17.500 4990.8 5013.0 A. 17.583 4874.5 4909.2 17.667 4718.2 4764.9 ~~ 17.750 4526.9 4584.0 17.833 4325.2 4385.4 ^0 17.917 4135.5 4192.1 ~~ 18.000 3966.4 4016.9 18.083 3819.8 3863.6 = 18.167 3695.8 3732.8 18.250 3589.9 3621.5 ~~ 18.333 3496.3 3524.2 ~~ 18.417 3407.7 3434.1 18.500 3322.8 3348.2 - 18.583 3241.6 3265.9 18.667 3166.1 3188.7 ~~ 18.750 3102.6 3121.5 18.833 3050.2 3065.9 - 18.917 3003.9 3017.7 19.000 2961.1 2973.9 19.083 2920.9 2932.9 -- 19.167 2882.7 2894.1 19.250 2846.4 2857.3 ~- 19.333 2812.3 2822.5 _ 19.417 2779.5 2789.3 19.500 2747.1 2756.8 - 19.583 2716.8 2725.9 19.667 2688.1 2696.6 19.750 2660.8 2669.0 19.833 2634.5 2642.4 ~- 19.917 2608.9 2616.5 ~ 20.000 2584.9 2592.0 ^************* ~~ FLOW PROCESS FROM NODE 4.40 TO NODE 5.00 IS CODE = 1 ~ > ,:)UNIT-HYDROGRAPH ANALYSIS(<<<< - (UNIT-HYDROGRAPH ADDED TO STREAM 41) -~ WATERCOURSE "LAG" TIME = .223 HOURS °m UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES - UNIT INTERVAL PERCENTAGE OF LAG-TIME = 37.359 00 WATERCOURSE LENGTH = 6200.000 FEET 0= LENGTH FROM CONCENTRATION POINT TO CENTROID = 1900.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 100.000 FEET 00 BASIN FACTOR = .030 WATERSHED AREA = 117.000 ACRES °m BASEFLOW = .000 CFS/SQUARE-MILE "ss VALLEY(DEVELOPED) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .350 -" FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 "50 VALLEY(UNDEVELOPED/DESERT) : "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .650 -~ MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .535 ~ LOW LOSS FRACTION = .510 *1 MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .45 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .93 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.23 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.30 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.37 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 7.32 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: = 5-MINUTE FACTOR = .425 30-MINUTE FACTOR = .465 1-HOUR FACTOR = .491 3-HOUR FACTOR = .837 = 6-HOUR FACTOR = .928 24-HOUR FACTOR = .953 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 '' - MODEL TIM-(HOURS) FOR END OF RESULTS = 20.00 ----------------------------------- - UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 3.466 49.044 2 18.830 217.398 3 44.481 362.943 4 66.641 313.561 - 5 78.329 165.391 6 84.443 86.499 7 88.114 51.947 8 90.519 34.038 9 92.363 26.088 10 93.861 21.189 11 95.002 16.148 12 95.871 12.303 13 96.626 10.683 14 97.318 9.785 15 97.863 7.709 16 98.325 6.544 17 98.719 5.578 18 99.042 4.564 19 99.292 3.546 20 99.535 3.436 21 99.778 3.436 22 100.000 3.139 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 34.1717 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 33.8265 4. � - _ . 24-HOUR STORM . RUNOFF HYDROGRAPH ~° _ _= . HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) - ~ . TlME(HRS> VOLUME(AF) 0(CFS) 0. 20.0 40.0 60.0 80.0 __ _° 15.083 18.5546 37.66 . . 0 .V . . 15.167 18.8136 37.61 . . 0 . V . . °= 15.250 19.0721 37.54 . . Q . V . . 15.333 19.3300 37.44 . . Q . V . . ~- 15.417 19.5823 36.64 . . Q . V . . _° 15.500 19.8131 33.52 . . 0 . V . . 15.583 •0.0098 28.56 . . Q . V . . ~~ 15.667 20.1801 24.72 . . Q . V . . 15.750 20.3413 23.41 . .0 . V . . - 15.833 20.5037 23.58 . .0 . V . . _ 15.917 20.6747 24.82 . . 0 . V . . 16.000 20.8668 27.89 . . 0 . V . . ^ 16.083 21.1325 38.59 . . Q. V . . 16.167 21.5630 62.50 . . . V .Q . ' 16.250 22.1118 79.70 . ~ . V . Q. 16.333 22.5954 70.21 . . . V . Q . ~~ 16.417 22.9308 48.71 . . . 0 V . . 16.500 23.1956 38.44 . . Q. V . . 16.583 23.4490 36.80 . . Q . v . . 16.667 23.7086 37.69 . . 0 . V . . 16.750 23.9735 38.46 . . Q. V . . - 16.833 24.2409 38.82 . . Q. V . • 16.917 24.5083 38.84 . . ~ Q. V . . 17.000 24.7757 38.83 . . Q. V. • -- 17.083 25.0413 38.56 . . Q. V. • 17.167 25.2942 36.71 . . 0 . V. . 1 25.5230 33.22 . . 0 . V . 17.333 25.7301 30.07 . . Q . V . 7.417 25.9241 28.17 . . Q . V . z7.500 26.1096 26.94 . . Q . V . 17.583 26.2888 26.01 . . Q . .V • 17.667 26.4634 25.35 . . Q . .V . 17.750 26.6339 24.77 . . Q . .V • - 17.833 26.8004 24.17 . . Q . .V • 17.917 26.9609 23.31 . .Q . .V • -" 18.000 27.1185 22.89 . .Q . . V . . 18.083 27.2727 22.39 . .Q . . V . 1 8.167 27.4206 21.48 . Q . ._ V • ~° 18.250 27.5596 20.18 . Q . . V ~ 18.333 27.6906 19.02 . Q. . . V . . 18.417 27.8164 18.26 . Q. . . V . . 18.500 27.9384 17.72 . Q . ~ , V , 18.583 28.0575 17.29 . 0 . . , V • . 18.667 28.1740 16.91 . Q . . . V • 18.750 28.2881 16.57 . 0 . . . V • . 18.833 28.4000 16.25 . 0 . . . V • . 18.91 28.5101 15.98 . Q . . . V • 19.000 28.6185 15.74 . 0 . . . V , °" 19.083 28.7253 15.50 . Q . . . V • 19.167 28.8305 15.28 . 0 . . . V . =m 19.250 28.9343 15.07 . 0 . . . V • 19.333 29.0368 14.88 . 0 . . . V . ^- 19.417 29.1379 14.69 . Q . • . V • ~~ 19.500 29.2378 14.51 . 0 . . . V • 1p ' - 9=66 14.34 . Q . ^ . V ^ 19.667 29.4342 14.17 . Q . . . V °° 19.750 29.5307 14.01 . Q . . . V . 19.833 29.6261 13.86 . 0 . 19.917 29.7206 13.72 . Q . 20.000 29.8142 13.59 . 0 . . . V ~*************************************************************************** FLOW PROCESS FROM NODE 5.20 TO NODE 5.00 IS CODE = 1 � >>>}>UNIT-HYDROGRAPH ANALYSIS<<<(< (UNIT-HYDROGRAPH ADDED TO STREAM #1> WATERCOURSE "LAG" TIME = 1.452 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 5.740 WATERCOURSE LENGTH = 26600.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 14000.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 330.000 FEET BASIN FACTOR = .050 WATERSHED AREA = 1870.000 ACRES BASEFLOW = .000 CFS/SQUARE-MILE VALLEY(DEVELOPED): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .100 FOOTHILL "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .900 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .792 LOW LOSS FRACTION = .755 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .41 SPECIFIED PEAK 30-KINUTES RAINFALL(INCH) = .84 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.12 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 1.94 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.02 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 5.94 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .425 30-MINUTE FACTOR = .465 1-HOUR FACTOR = .491 = 3-HOUR FACTOR = .837 6-HOUR FACTOR = .928 24-HOUR FACTOR = .953 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 = ~° ========== ===================_______=======_____=__ = UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ________ 1 .481 108.680 2 1.442 217.359 2.429 223.191 4 3.685 284.120 . 5 5.154 332.144 6 7.112 442.888 . 7 9.387 514.621 ,~ 8 12.036 598.881 9 14.740 611.719 -. 10 18.134 767.502 11 21.730 813.242 12 25.456 842.712 ~ 13 29.414 894.969 14 33.463 915.807 15 37.645 945.673 16 41.769 932.771 - 17 46.049 967.777 18 50.155 928.742 19 53.434 741.454 ~- 20 56.614 719.217 21 59.512 655.422 22 62.024 568.115 23 64.185 488.576 ~- 24 66.217 459.594 -_ -.5 68.093 424.175 26 69.776 380.753 ~ 27 71.286 341.533 28 72.576 291.648 29 73.822 281.849 30 74.901 243.909 31 75.895 224.906 _ 32 76.795 203.388 33 77.673 198.759 34 78.546 197.411 35 79.392 191.319 ~- 36 80.136 168.216 ~~ 37 80.826 155.920 38 81.494 151.153 ~- 39 82.159 150.414 40 82.790 142.797 ~ 41 83.354 127.484 42 83.896 122.630 -- 43 84.424 119.329 -~ 44 84.945 117.809 45 85.420 107.459 46 85.885 105.193 47 86.351 105.240 ~~ 48 86.816 105.207 49 87.232 94.190 ~* 50 87.615 86.573 . 51 87.998 86.579 52 88.381 86.538 . 53 88.746 82.692 54 89.069 73.069 °ON 55 89.390 72.514 . 56 89.711 72.514 57 90.032 72.583 ~41 58 90.352 72.445 59 90.673 72.652 . 60 90.994 72.445 ww 61 91.304 70.224 62 91.570 60.179 ~^ 63 91.798 51.453 64 92.025 51.453 . 65 92.252 51.384 66 92.480 51.384 ~~ 67 92.707 51.455 - 68 92.934 51.384 AP 93.162 51.384 17E9"TT LtL'es6 2EI 17E9 G6966 17E1 17E9 1717966 EET 17E9"IT Z6S'66 ZEI EE9'IT T17S'66 1E1 _ 17E9 681766 OET 17E9 8E17'66 6ZT 17E9 L8E'66 8Z1 17E9 GEE'66 LZT EE9 178.7'66 9Z1 bE9"11 Z=66 G71 17E9 18166 177:4 ZLL'IT 67:166 EZI 17E9 4L066 =I EE9'IT 92:0'66 IZI t7E9 17L686 07T 17LL EZ6'86 611 ZLL 1L886 BIT 17E9 61886 LIT 17E9 L9L'86 911 :LL 9IL'86 GT1 8S6171 179986 tTT £81791 86G86 £TT EtE'9I G7G'86 ZTI G0Z*91 ES17'86 ITT 181791 18E'86 OTT £172'91 80E 601 E17E'9I 9=86 801 E81791 179186 LOT L68'9I T6086 901 00 O 910'86 GO1 ZGO'TZ GZ6'L6 1701 ZGO'IZ ZE8'L6 LOT GT6'047 6EL'L6 70I ZGO'IZ L179L6 101 06T 17GS'L6 00T EGO 097L6 66 9LL.'0Z L9E'L6 86 ETL'ZZ GLZ'L6 L6 . 17:19'SZ 17LI'L6 96 ZZ9'GZ 19046 G6 Z9L'S Bt7696 176 Z9L'SZ 17E896 E6 ZZ9'SZ OZL'96 Z6 ZZ9'SZ LO9'96 16 8E0'9Z £61796 06 Z9L'SZ 8LE'96 68 GZO 179Z*96 88 181*GE LZT'96 L8 0170S E ZL6'S6 98 EtO'GE L18'S6 G8 OTT'SE Z99'S6 178 1L6'17E L0G'S6 ES OTT'GE ' ZGE'26 Z8 1L617E L61'S6 18 06E'SE Z170*.S6 08 T178'9E 988176 6L L6E'LE EZL'176 BL G6E'LE LGG'176 LL 9ZE'LE Z6E'176 9L 9917LE LZZ'176 SL G6E'LE 190176 17L 8ZE'LE 968'E6 EL G6E'LE TEL'E6 ZL ZS9"Ot G9G*E6 TL 169'0G 98E'E6 OL 136 99.799 11.633 137 99.850 11.634 138 99.901 11.634 AO 139 99.952 11.634 140 100.000 10.749 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 655.8029 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 226.2246 .,~ = ~~ ~ � ~ � �� 441 IMI �. ===______=______==_____====_ _ _____ 24-HOUR STORM . RUNOFF HYDROGRAPH ~= ================================= . HYDROGRAPH IN FIVE INTERVALS(CFS) - ---------------------------------- - - TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0 ~ ~~ 15.085 90.9005 185.16 . . V 0 . . . 15.167 92.1981 188.40 . . V 0 . . . ~= 15.250 93.5181 191.68 . . V Q. . . 15.333 94.8602 194.86 . . V Q. . ~ - 35.417 96.2201 197.46 . . V Q. . . . 15.500 97.5931 199.36 . . V Q. . . 15.583 98.9765 200.87 . . V 0 . . - 15.667 100.3682 202.08 . . V 0 ~ . 15.750 101.7660 202.96 . . V 0 . . °~ 15.833 103.1656 203.22 . . V 0 . . 15.917 104.5667 203.44 . . V 0 . . - 16.000 105.9721 204.05 . . V Q . . _ '6.083 107.4540 215.17 . . V .0 . . 16.167 109.0041 225.08 . . V. 0 . . - 16.250 110.5527 224.85 . . V. 0 . . 16.333 112.1353 229.80 . . V. 0 ~ . . 16.417 113.7475 234.09 . . V Q . . _ 16.500 115.4331 244.75 . . V 0 . . 16.583 117.1641 251.34 . . V 0 ~ . - 16.667 118.9500 259.31 . . .V 0 . . 16.750 120.7456 260.72 . . .V 0 . . ~~ 16.833 122.6470 276.08 . . .V 0 . . 16.917 124.5879 281.83 . . . V 0 . . ~~ 17.000 126.5585 286.13 . . . V 0 . . _~ 1 128.5709 292.20 . . . V Q. . 17.167 130.6082 295.81 . . . V Q. • ~ 17.250 132.6770 300.40 . . . V Q • 17.333 134.7469 300.55 . . . V Q . - 17.417 136.8438 304.46 . . . V 0 • . 17.500 138.9122 300.33 . . . V 0 . 17.583 140.8564 282.31 . . . V 0 . . - 17. 142.7848 279.99 . . . V 0 . • 17.750 144.6704 273.79 . . . V 0 . . -° 17.833 146.4966 265.16 . . . VQ . . 17.917 148.2637 256.59 . . . QV . . . 18.000 150.0056 252.93 . . . QV . . . 18.083 151.7132 247.94 . . . Q V . • 18.167 153.3756 241.37 . . . 0 V , , - 18.250 154.9924 234.76 . . ~ 0 V , , 18.333 156.5565 227.12 . . . 0 V . • . 18.417 158.0922 222.98 . . . 0 V . . 18.500 159.5784 215.79 . . .0 V . • =" 18.583 161.0282 210.52 . . .0 V . . *la 18.667 162.4383 204.74 . . 0 V . • 18.750 163.8212 200.80 . . 0 V . • ~= 18.833 165.1760 196.72 . . Q. V. • . 18.917 166.4987 192.05 . . Q. V. . 19.000 167.7773 185.65 . . 0 . V. • = 19. 169.0192 180.32 . . 0 . V. ~ 19.167 170.2298 175.79 . . Q . V . . 19.250 171.4114 171.57 . . Q . V . 19.333 172.5593 166.68 . . Q . V . .. 19.417 173.6682 161"01 . . Q . V . ~ 19.500 174.7467 156.59 . . 0 . V , 19'583 175.7996 152.89 . . 0 . ^V ^ . . 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NIa1NnOW 000' = (NO I la1ON 1kW 1330) 39a1N33d3d 3A8n3- 11 S u 11I H100d 02I ' = (NOI1a1ON 1 I33c0) 39a1N33 13d 3A813 -uS:; : (03d013A3Q) A311VA 31IW- 38a110S /Sd3 000' = MO1d3Sa8 S3'I3a 000 ' 0£17 Z = a38a CI3HS'J31iM 0.Q0' = 8013ad N I Sae 133d 00O0 Sr, = 3S81100831k1M JNO1a NO I1t1I dVA NO 11'!313 133J 000 00ET T = CII081N33 01 1NIOd NOIlt181N33NO3 WO ad H1JN31 133d 000'0069Z = H1JN31 3S'Jn03631WM 0L8'S = 3WI1 -0t11 JO 39ti1N3383d 1VA831NI lINf S31nNIW 000'2 = lINn 3WI1 HdvasoaaAH lINn Sdn0H OZtr'T = 3WI1 uStilu 3S81103'J31WM (T# Wa361S 01 03cl+ia Hda'J9080AH -1 I Nn ) > > > > > S I SA1aNa Hda89080AH -1 I Nn < < ( ( T = 3003 SI 00-L. 300N 01 00'L 3c:ION WOdd SS3308d MOld **************************************** * * *** ** ** * * * * * * * * * *4* ** ** ** * *** h*4 • 8 ' £SLZ L ' ZiL Z 000 ' c:).Z 9'18LZ 6'69L L16'61 9'0182 S'86LZ ££8'61 £'1tr8Z £'8uS 0SL "61 L'EL8Z £'0982 L99'6T E'L06Z T'£68Z £82'61 O ' Eb6? 6L.&'. 00S 6'0862 0'2961 L1tr "61 £'0ZcE 0'1700£ EEE'6T L'090E 6'£tr0E 0.G7.."61 6'ZOT£ Z'S80£ L91'61 L'Ltr1E L'8?TE E80'6T 6'S6T£ E'2L1E 000'61 tr'Ltr1E 8'GZZE L16'81 17'£0££ 8'8LZE £E8'81 T'89E£ 6'8£EE OGL"81 £'171717£ £'OTtE L99'8T 9'6ZS£ L'E6tr£ £8S'ST 6'619E L'182E 002'8T TITLE tr'SL9E LTtr "8T L'£T8£ tr'OLLE EE£'8T T'SZ6£ 2'9L8E 027'8T T'GOtr L "S66E L9T'8T 8'86T17 6'££117 £8081 6"L9£17 L ' .6217 000'81 8'172217 O'ZLtr17 L16'L1 2'62L17 L'17L917 £E8'L1 T '6S6t7 9'7:88i7 OSL'LT E'c ?£T2 7.'0L02 L99'L1 2'L97.2 2'LT72 E82 L'L9ES £'017E2 002'L1 T'LI172 L'L01 LT17'LT 6'££172 8 "0EtrS £EE "L1 Z"621 £ ' 8£172 0.gZ * L T 2'617172 £'017172 L9T "LT 6'£8172 L' X9172 E80'L1 tSZ'961 LL8'Z8 SE 19Z"661 607 LE - Z6Z'80Z TaG*T8 9£ 6ZZ'ZEZ ZZ8'08 GE tOZ'SGZ ZEO'08 tE 831,'99Z £G1'6L EE 968'69Z LtZ'SL ZE 68Z'E8 Z SZE'LL TE 17S9 6O t9U9L PE tt9'tGE TIE*GL 6. 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ZE1't179 G69*G9 EZ TOE'SEL EOG'E9 7z ELL"TE8 06609 TZ 9L6t96 0918G 07 917tz6L6 9LS'tG 61 LE8'8GIT ttG'IG ST 6tt't1ET 009'Lt LT 8TE'6GZT EIZT'Et 91 LLL*GSZT Zt8"8 E ST Lt8'EEZT 69G"tE tT 8Lt't8TI TLE'OE ET 6G8'StIT Ot£'9Z ZT tZ9'ZLOT Ttt'ZZ IT 918'SGO1 16L'81 01 ZEG'SE8 66T'G1 6 ttG'108 9GE'ZT etL•zoL 879*6 TZT'88G LEZ'L 9 tGZ'Gtt 9EZ'G 88E"tLE 0L 17 18E'E6Z 9tt'Z OZL'ESZ Stt'T 0981171 EfElt" 1 (SA3)831VNIaa3 S3fllkM h1V314 u3awnN HAVa008aAH J..INfl Hdton us. 1 NOI1VNIW8313a H.AMEJOIIAH liNn woz = sl1ns3A .13 ara Od (vAnoH)3wil imow oo = sl1ns3>d AO 911INNI9313 uad (vAnoH)31,4II 13111,4 eNusIl HdidamaAH A.dowN 2G6' = 8o131dA 8z6 = 1OI3VA 8noH-9 LE8 = uoladd 8noH-c 161 Ohiztid G9t* = Ell3t 31nNiw-0 z szt = 8010VA 3111N1W-2 :S)A013VA Noilonam '3k-H1A312 NOIIVIIA1338d 1331A13BAS z0 unoH-17Z. mv3d 1331A133ds ZO'E = (H3NI)11VANIV8 8110H-9 MUSA 1331A133AS 90'Z = (H3NII)11VANIV8 WIOH-E silted 1331A133AS G1 = (H3NII)11VANIU W1OH-1 MUSA 031A13BAS SS' = (H3NI)11VANIV)A SainNIN-OE 'Med 1131A133AS Zt =(-13NI)11VANIV8 S3IFINIW-G MV3A 1331A133AS _ . 39 83. 522 189.656 . 40 84.096 168.526 41 84'639 159.789 . 42 85.155 151.477 . 43 85.665 150.020 44 86.131 137.013 . 45 86.587 133.800 46 87.042 133.894 ~- 47 87.497 133.648 ~~ AB 87.901 118.836 49 88.277 110.471 ~ 50 88.653 110.386 51 89.028 110.346 ~~ 52 89.381 103.489 53 89.697 92.929 -~ 54 90.012 92.765 =^ 55 90.328 92.765 56 90.644 92.848 ~~ 57 90.960 92.765 58 91.276 92.848 ~^ 59 91.587 91.595 60 91.881 86.359 61 92.117 69.156 = 62 92.336 64.499 63 92.555 64.501 - 64 92.775 64.499 65 92.995 64.584 ~~ b6 93.214 64.499 67 93.434 64.501 68 93.653 64.499 69 93.851 58.098 70 94.011 47.046 - 71 94.171 47.046 72 94.331 46.878 N. 73 94.490 46.961 _ 74 94.650 46.878 75 94.809 46.878 ~~ 76 94.969 46.963 77 95.128 46.795 78 95.280 44.551 79 95.430 44.053 80 95.579 43.887 - 81 95.729 44.053 82 95.879 43.970 w 83 96.029 44.053 84 96.178 43.885 . 85 96.328 44.053 = 86 96.464 40.064 87 96.575 32.416 =° Be 96.685 32.414 89 96.794 32.085 . 90 96.904 32.251 . 91 97.014 32.414 92 97.123 32.085 . 93 97.233 32.251 94 97.342 32.082 ~- 95 97.437 27.928 . 96 97.527 26.266 97 97.616 26.264 =° 98 97.706 26.598 99 97.796 26.266 . 100 97.886 26.598 ~~ 101 97.975 26.098 102 98.066 26.598 ~ 103 98.149 24.603 1 o4 98.219 20.612 105 98.289 20.448 106 98.359 20.614 107 98.429 20.614 40 108 98.499 20.448 109 98.569 20.612 110 99.639 20.448 0 111 98.708 20.280 112 98.763 16.291 113 98.813 14.628 114 98.863 14.630 115 98.913 14.796 51. 116 98.962 14.462 117 99.013 14.796 = 118 99.062 14.630 119 99.113 14.793 120 99.162 14.462 121 99.211 14.462 122 99.260 14.462 - 123 99.310 14.462 124 99.359 14.459 125 99.408 14.462 126 99.457 14.462 127 99.506 14.462 128 99.556 14.462 129 99.605 14.459 130 99.654 14.462 131 99.703 14.462 444 132 99.752 14.462 133 99.802 14.462 134 99.851 14.459 135 99.900 14.462 136 99.949 14.462 137 99.998 14.462 ~ 138 100.000 .462 TOTAL SOIL-LOSS VO0ME(ACRE-FEB) = 864.0720 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 297.5292 �� mw 4t* m = Ati ■ . .. . . .. _ . . • • . . . . . - _ ... .. . . ._ • A' n . • Z6'S6T EESL*ZEZ ESS'6I • A' • 0 . ' Z1 '00Z 6E0t"IEZ. 002'61 _ • A ' 0 . * It'SOZ LSZO'OEZ GIt'6I . • A • 0 . ' EZ OII9'8ZZ EEE'6I A • 0 ' • Zt*BIZ £9SI'LZZ OSZ.'61. • A . 0 . ' SZ"tZZ 07.29"2ZZ L9I'6I • A ' 0 ' ' 6L'6ZZ 9LOI't7Z £8061 • .A ' ID " • t6 'SEZ. 1 .07.S - 2:7Z 000 • 6 T • . . . • ES'EtZ 1006"0Z7. LT6'8I 86'1SZ 80Z61Z £E8'81 • 'A 0 . ' Lt*SGZ SS8t*L1Z OSL"ST • ' A 0 • • • 01'179Z tGOL"STZ L99*81 . . A El' . • 26'OLZ S988'E1 Z E8S*81 ' ' A 0 ' " ' 80"6LZ SOZO"ZTZ 0008I • • A 0 • • • 61*68Z 286001Z LIt'SI • ' A 0 * • ' £0•66Z 190180Z Ezz•ei • • A 0 ' ' " ZS '90E L9t0 '90Z OSZ 8 I ' • A 0 ' ' 176612 9E26 • 20Z. L91 • SI • • • ' Z.7.2 7.02L • I 07. 28081 • • ' OA ' • S8 '6E2 tL917 661 000"8I • • • OA • • LO'StE 897.1•L61 1:16"L1 ' ' ' 0 A " * ZL*9S2 EOSL*t61 £28L1 • • '0 A . * OL*L9E GE6Z*Z61 OGL"LI " 0 A . • SG*ISE Z.19L.681 L99"LI • • 0 A • ' 18282 tEE1*L8I E8S*L1 ' 0 ' A ' ' * 9I'ZOt 106t*t8I 00c*LI 0 * A ' ' ' It'Ent tOZL LIt"LI . 0 ' A • . • ZS"Z•lt 88288LT EEE*LI " 0 " A * . 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LT6'6T T'SEOE 8'E66Z, EE8'6T T'SLOE O'BZOE OSL'6T 17'17TTE E'1790E L99'61 T'SGTE Z'EOTE E8G'6T 6'86TE Z'EtTE 00S'61 L'17-t7ZE E'98TE LT. G'.7.6c7E G"T= EEE'6T Z'T17EE 7:"6LZE OGC:'6T L*7:6EE Z"LZEE L9T*6T 17'8 S'LLEE E80'6T Z'60GE 8 E 000'6T t'GLSE UT6 LT6'8T G'6179E E'SGGE EEB'BT O '17ELE S'9Z9E OGL'ST 6'LZ8E 1780L E L99'BT O'BZ6E G'008E E8G'8T O 'i7E0t 0'668E 008T E'917T17 t'E0017 LT17'BT Y117 L'ZITt EEE'BT L'GTi717 0"7„Ez17 0S7'8T T'LLSt T'ZLE17 L91 "81 6'6GL17 E'LZS17 E8O'BT Z'6G617 8 'GOL17 000 'BT Z'ELT2 8 LT6"LT Z'9LES a7'9TTS EEB'LT 17'617GG 8'97.ES OS/'LT T'ZB9S 6°TTSS L99'LT T'98LG E'TS9S EBS"LT E'BESS 6'69LS 00S'LT S 'Ll7BG S'SESS LT17'4T T'ZSBS 17'917BS EEE'LT 0'1798G L"�178 s 0;7'L1 G '6682 17'SS8S L9T'LT • 96 88 C8O'LT . . SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 2.75 =~ SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 5.76 = *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .425 30-MINUTE FACTOR = .465 = 1-HOUR FACTOR = .491 3-HOUR FACTOR = .837 6-HOUR FACTOR = .928 24-HOUR FACTOR = .953 = RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 ======____�__� ==_______==== = _ _ UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 5.267 835.684 2 27.460 3521.355 ' 3 56.125 4548.288 4 71.013 2362.281 5 78.360 1165.764 6 834359 793.168 7 87.066 588.162 8 89.863 443.901 9 92.039 345.219 10 93.675 259.580 11 95.074 221.923 188.883 96 264 188 12 ~ ^ 13 97.194 147.521 14 97.959 121.421 15 98.560 95.311 16 99.024 73.603 17 99.487 73.603 18 99.951 73.603 19 100.000 7.729 _ _ - ___________________ TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 360.6216 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 239.4159 = aw � ' ' ===============_____============ ______ ______________ 2 4-HOUR STORM . RUNOFF HYDROGRAPH . _ _====____ . HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) ~~ __ ___________________ TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0 - ~~ 15.063 129.9136 267.89 . . 0 .V . ~ 15.167 131.7614 268.29 . . 0 . V . . - 15.250 133.6106 268.52 . . 0 . V . . 15.333 135.4605 268.60 . . 0 . V . . . 15.417 137.2635 261.80 . . 0 . V . . - 15.500 138.8708 233.37 . . 0 . V . . 15 140.2356 198.17 . .0 . V . . -~ 15.667 141.5063 184.51 . 0 . V . . 15.750 142.7645 182.69 . 0 . V . . °° 15.833 144.0284 183.51 . 0 . V . . 15.917 145.3432 190.92 . 0 . V . . - 16.000 116.8374 216.95 . . 0 . V . . ~~ 16.083 149.1227 331.84 . . Q . v . . 1 6.167 153.1925 590.93 . . . V . Q . ' t6.250 157.7693 664.54 . . . V . 0 . 16.333 160.7915 438.84 . . . QV . . . 16.417 162.9373 311.56 . . 0 . V . . 16.500 164.9083 286.19 . . ~~ Q . V . . 16.583 146.9195 292.03 . . 0 . V . . ~ 1.667 168.9260 291.34 . . 0 . V . . 16.750 170.9061 287.51 . . 0 . V . . ~~ 4 6.833 172.8566 283.21 . . 0 . V . . 16.917 174.8045 282.84 . . 0 . V. . ~° z7.000 176.7476 282.14 . . 0 . V. . ~ 17.083 178.6475 275.87 . . 0 . V. • '7.67 180.4132 256.37 . . 0 . V . ~~ 17.250 182.0010 230.54 . . 0 . V . 17.333 183.4829 215.18 . . 0 . V . ~~ 17.417 184.9086 207.01 . .0 . V • 17.500 186.2870 200.15 . .0 . .V . ~� 17.583 187.5855 188.54 . 0 . .V ~ ~~ 17.667 188.8464 183.09 . 0 . .V • 17.750 190.0799 179.11 . 0 . .V . ~ 17.833 191.2907 175.80 . Q . ,V . 17.917 192.4774 172. . Q. . . V . . 18.000 193.6416 169.04 . Q. . . V . .I 18.083 194.7725 164.20 . Q. . . V ^ 18.167 195.8303 153.59 . 0 . . . V , . 18.250 196.8002 140.83 . Q . ~ . V . 18.333 197.7165 133.05 . Q . • . v . •AN 18.417 198.5979 127.98 . Q . . . V • 18.500 199.4506 123.81 . 0 . . ,� . V . 18.583 2C0.2805 120.50 . 0 . . . V • . 18.667 201.0907 117.65 . Q . . . V • 18.750 201.8834 115.10 . 0 . . . V • =° 18.833 202.6605 112.82 . 0 . . . V . . 18.917 203.4229 110.71 . 0 . . . V • 19.000 204.1718 108.73 . Q . . • V • .,, 19.083 204.9081 106.92 . 0 . . . V • 19.167 205.6328 105.22 . 0 . . • V • . 19.250 206.3466 103.65 . 0 . . • V . 19.333 207.0503 102.17 . 0 . . , V • ~= 19.417 207.7441 100.75 . 0 . . . V . ~~ 19.500 208.4285 99.37 . 0 . . ~ V . 19'5R3 209.1047 98.19 . 0 ^ . ^ V ^ 1.98"17E8 £SO ' L £SS'68S T£S'£ 6S£'L1 tr170' T T (8 S3n1m Nti3W 83t3WnN Hdti89080AH 1 I Nn Hdtid9 if S 1/ 7tin831N I NO I 1tiN I W8313Q HdtidB08QAH Jim O0'Oz = S11nS38 AO QN3 80d (SBfOH)JWI1 13+10W 00 = S11nS3)J AO 9NINNI938 80A (SJfOH )3WI1 13QOW :SIIWI1 9NIISI1 Hdt89011JAH .ddONf.J £S6' = 8013tid BnOH -ttZ 81:.6' = 8013tid 'J-f0H -9 L£8 " = 8013tid 8noH -£ T617' = 8013VA 8110H -T S9tt ' = 8013Fid 31nN I W--0£ SL.tr' = 8013tid 31fNIW -S : S8013tid NO I l3fO38 V38ti -H1d3Q N0 I1d1 I d I338d 03 I d 133dS 8 3Sn * trS'9T = (HONI) 11ti.NIti8 8n0H -try )1'i3d 03IdI33dS £8'9 = (H3NI )11tiiN I V8 Bf OH -9 )it 3d Q3 I d 133dS LO'tr = (HONI >11' JNIid BnOH- -£ )1ki3d Q3IAI33AS SO ":".7. _ (H3NI )11tidN I ti8 8n0H- T >ttJ3d 03 I d 133dS £S' T = (H3NI )11tidNItid sainNiki-oz }It13d Q3IdI33dS SL' _ (H3NI )11ti.NIti8 S31fNIW -S )1 3d Q3IdIO3dS *Q3 I d I 33dS T# 131OW HA V89080AH 'VET' = NO I13V8d SSO1 MO7 60£' = (8110H /H3NI) 31ti8 SSO1 03HS831VM WnWI X.t N cm* = (NO I 1V1ON 1dW 1 330) 3EJti1N3383d 3A8n3- 11 S 11 : (183S3Q/Q3d013A30Nn) A311' A OS£ ' = (NO I itJ1ON 1tiW 133Q) 3Jti1N3383d 3A8n3 -,1 S 11 N I ti1NnOW OS9 " = (NOIltiION 1' WI33Q) 39ti1N3383d 3A8113 -11S1, 11IH100d 000' _ (NOI1t11ON 1ttWI330) 3Jti1N3383d 3n8n3 -11S11 : (03d013A3Q) A311tin 31I W- 38tinilS /Sd3 000' = MO1d3SCe S383ti 000'0961 = t 38ti 03HS831V 5170' = 8013VA NISy8 133A 000'088E = 3S8n03831t1M 9NO1'' NO I W I 8tln NO I 1VA313 133A 000'009TT = QI081N33 01 1NIDd NOI1H81N33NO3 W08d H1EJN31 133A 000 ' 00tt6 T = H19N31 3S8f103831VM 660'£T = 3WI1 -9ti1 AO 39iLN3383d 1VA831NI 1INn S31fNIW 000'S = 1INn 3WI1 HdV89080AH lINn SJf0H 9£9' = 3WI1 1,9ti111 3S81103831WM (£# Wti381S 01 Q3QQt) HdtiJJ08QAH -1 I Nn ) > > > > > S I SA1tiNti Hdti89080AH -1 I Nn < < < < < T = 3G03 S I 00 3QON 01 00'47 310N WOyd SS3308d MO1d ****` k*` k*****************************. k******* * * * * * * *`k * ** * * * * *** * ** * * *** * * , k n 0 96' ?6 rSL£'=T:' 000'0 A • 0 £6 "£6 0S£L'TTZ LT6"6T A 0 116'176 T880'TTZ ££8'6T n • 0 ' 86'S6 Z1£tr'OTZ OGL'6T n • 0 • 90'L6 Z£LL'60Z L99"6T 4 12.182 1215.882 .10 5 18.808 1570.458 6 26.263 1767.202 Au 7 34.726 2005.931 8 47.713 3078.425 ~~ 9 55.839 1926.252 ~= 10 60.977 1217.831 11 65.022 958.946 ~~ 12 68.433 808.451 13 71.241 665.700 4im 14 73.871 623.334 ~~ 15 76.097 527.631 16 78.176 492.897 ~~ 17 79.967 424.545 18 81.650 398.755 ~ 19 83.152 356.225 20 84.535 327.713 ~ 21 85.757 289.598 _ 22 86.890 268.642 23 87.937 248.179 - 24 88.872 221.534 25 89.725 202.335 -' 26 90.466 175.556 ~~ 27 91.146 161.115 28 91.752 143.669 - 29 92.324 135.571 30 92.821 117.803 ~~ 31 93.278 108.390 32 93.599 76.083 ~~ 33 93.893 69.824 - 34 94.188 69.884 35 94.478 68.575 ~~ 36 94.748 64.064 37 95.016 63.629 ~~ 38 95.285 63.641 __ 39 95.529 57.912 40 95.750 52.324 ~~ 41 95.970 ' 52.174 42 96.190 52.174 - 43 96.405 51.085 44 96.617 50.022 45 96.828 50.022 46 97.038 49.926 47 97.237 47.076 - 48 97.402 39.160 49 97.521 28.279 ~.. 50 97.640 28.055 as 51 97.752 26.523 52 97.862 26.101 =" 53 97.972 26.053 54 98.079 25.407 = 55 98.172 22.168 56 98.264 21.723 two 57 98.356 21.721 ~40 58 98.450 22.342 59 98.550 23.850 ~~ 60 98.651 23.899 41i 61 98.752 23.901 62 98.829 18.307 =" 63 98.875 10.936 64 98.921 10.836 ".ai 65 98.967 10.887 66 99.013 10.862 . 67 99.059 10.885 = 69 99.105 10.836 69 99.150 10.887 70 99.196 10.885 71 99.242 10.836 72 99.288 10.885 73 99.334 10.836 74 99.380 10.887 75 99.426 10.885 76 99.471 10.836 77 99.512 9.650 ~= 78 99.535 5.442 79 99.557 5.147 80 99.578 5.047 81 99.600 5.147 82 99.621 5.145 = 83 99.643 5.096 84 99.667 5.642 85 99.688 5.096 = 86 99.710 5.096 87 99.731 5.096 S8 99.753 5.096 89 99.774 5.098 90 99.796 5.096 91 99.817 5.096 ~ 92 99.839 5.096 = 93 99.860 5.096 94 99.882 5.098 ~~ 95 99.903 5.096 96 99.925 5.096 ~ 97 99.946 5.096 98 99.968 5.096 99 99.989 5.098 100 100.000 2.555 -------------------------- - ------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 342.2206 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 2231.1880 ------------ --------- --------- 441$ _ 24-HOUR STORM °m RUNOFF HYDROGRAPH _ = ~° HYDROGR IN FIVE-MINUTE INTERVALS(CFS) ~~ °m TIME(HRS) VOLUME(AF) Q(CFS) 0. 575.0 1150.0 1725.0 2300.0 -�� - 15.083 1192.7710 1944.24 . . .V . Q . 15.167 1206.1890 1948.38 . . .V . Q . - - 15.250 1219.6190 1950.08 . . .V . Q . 15.333 1233.0480 1949.81 . . . V . 0 . - 15.417 1246.3860 1936.96 . . . V ~ Q . ~~ 15.500 1259.5290 1908.09 . . . V . Q . 15.59,3 1272.4040 1869.39 . . . V . Q . - 15.667 1284.9080 1815.64 . . . V .0 . 15.750 1296.9580 1749.71 . . . V 0 . ~ 15.833 1308.5300 1680.14 . . . V Q. . 15.917 1319.6300 1611.85 . . . V 0 . . 16.000 1330.0670 1515.33 . . . V 0 . . 16.083 1340.6640 1538.75 . . . V 0 . ~ 16.167 1351.8390 1622.56 . . . V 0 . . - 16.250 1363.5390 1698.93 . . . V Q. . 1/_„.333 1375.9530 1802.48 . . . V .0 . 1 6.417 1389.0860 1906.88 . . . V . Q . ~■ 1 6.500 1402.8260 1995.11 . . . V . 0 . 16.583 1417.2130 2088.89 . . . V . 0 . - 16.667 1433.0480 2299.25 . . . V . O. 16.750 1447.0250 2029.54 . . . V . Q . - 16.833 1459.9330 1874.27 . . . V . 0 . 16.917 1472.6370 1844.57 . . . V . Q . ~~ 17.000 1485.7630 1905.95 . . . V . 0 . ~~ 17.083 1499.0950 1935.79 . . . V . 0 . 17.167 1512.5820 1958.33 . . . V . Q . ~~ 17.250 1526.0670 1957.89 . . . V . 0 . 17.333 1 1958.88 . . . V . 0 . _ 17. 1552.9280 1941.36 . . . V . Q . ~ 17.500 1566.2020 1927.43 . . . V . Q . 17.583 1579.2920 1900.66 . . . V . Q . - 17.667 1592.0670 1854.95 . . . V . g . 17.750 1604.6150 1822.01 . . . V .0 . ~ 17.833 1617.0350 1803.29 . . . V .0 . .i 17.917 1629.3420 1786.96 . . . V,0 , 18.000 1641.5430 1771.58 . . . Vg . ~ON 18.083 1653.6210 1753.85 . . . Vg , 18.167 1665.5230 1728.07 . . . VQ . . 18.250 1677.2390 1701.17 . . . QV . . 1 8.333 1688.71 1666.27 . . . 0 V . 18.417 1699.9180 1626.68 . . . 0 V . . 18.500 1710.7980 1579.91 . . . 0 V . 18.583 1721.3350 1529.95 . . . 0 V , Mg 18.667 1731.3610 1455.75 . . . 0 .V . 18.750 1741.0600 1408.22 . . . 0 .V . . 18.833 1750.5260 1374.47 . . . 0 .V . 461 18.917 1759.7900 1345.17 . . . 0 .V • 19.000 1768.8610 1317.13 . . . 0 .V . `° 19.083 1777.7620 1292.48 . . . 0 ,V , 19.167 1786.5010 1268.85 . . . 0 . v . mii 19.250 1795.0820 1245.99 . . .0 . 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ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 15.00 CHANNEL Z = .00 UPSTREAM ELEVATION = 1950.00 =w DOWNSTREAM ELEVATION = 1570.00 CHANNEL LENGTH(FT) = 6700.00 MANNINGS FACTOR = .014 CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 2229.95 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 1630.57 ~" CHANNEL NORMAL VELOCITY FOR 0 = 1630.57 CFS = 40. 14 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .959 MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE UNIT INTERVALS IS CSTAR = .994 t'9ZTT G"STIT L16"61 L'OtTT Ott EE8'6T — E 'SSIT E'LtTT OSL'6T L'OLTT T*Z9IT L99'61 T'L8TT 0 E8S"6T • tOZT 8"t61T 00.2'6T .- 8"ZZZT ' tZTZT Lit'6T S "EtZT 9 EEE'6T O 99.7.T S'ESZT 07"6I 9'68ZT 9'9LZT L9T'6T S'tTET 900E1 £80I S"TtET t'9ZET 000 .2 8 L16'81 t'90tT 9"G8ET EE8'8T t 't.StT 6'EZtT OSL"ST 6"SIGT 0817t L9981 8'.7.LST t'9tGT ,E8S'8T E"6T91 E'S6ST 002"8T E'099T L'6E9T LIt'ST Z'S69T 8'LL9T ECE"ST t'te".7.LT O'OTLT 0.27.."8T 0"6tZT 9'9EL1 L9T'8T 6"89LT L'62LT ESO"ST 1 'S8L1 L'9LLT 000'S1 9T081 t'7L6L1 LT6'Ll Z""e7Z8T .2"6081 EE8"LT 6"e7G8T 6 ogL E"1681 001.81 L99"LT 9 S'606T ESS'LT Z'Ot61 0".T.E6T 002"LT ' E'ES6T T"Lt6T Lit'LT Z.8.26T 98G61 EEE'LT T'tS6T 0'8G6T OGZ"LT t'LE6T 6'0S6T L9T'LT E't061 6"GZ6T ESO'LT Z'698T 8".2881 000"LT E 2681 t'tG8T L16'91 E 6.T.02: G'SZ61 EE8'91 9'LLTZ "47."811 Z 0SL*9T E'LETZ 6"647.47.7„ L9991 £'800Z 08.207 E8.2"91 t "GT6T 0 00S'9T Z*9181 S'ZLST Lit*91 E 'LTLT E7."89L1 EEE ;17 L'EL91 OS7'91 L 0921 O'S6G1 L91*9T 0"OtGT T"TEST E8091 "Z"t6ST T'LtST 0009T 2 t'tE91 L16"ST 0"OtLT T'EOLT EES'ST 8 t'ILLT OGL'ST L '6S8T t"EEST L99"GT E"1061 188T ESS"GT E'0E61 9'L161 002"GT 6'St6T Z'It61 Lit'ST L '6t6T 6"6t6T EEE'ST Z'8t6T .26t61 OSZ"ST t'tt6T O'Lt6T L91'S1 t'8E6T Z"Zt6T E8021 (SA3) (Sd3) (S&--1) (E WV3)A1S) (E WU3)31S) 31411 moiAlno maldNI imow :slins3?A sNiinmA 13NNVH3 GOHI3W X3ANO3 nr -`. 86E^S86 9=9T � b6t^18L ZgE ^3T 9 066^889 EE0 ^6 = L6T ^GVG LOT '9 ty E8E^33 T6L^E LTG^9TE L66^1 0T8^EgT EG9^ (SdmS31aNIO8O NV3W 838WON H6ld8808aAH lINO H6t/89 "S" 1V6831NI NOI1VMIW8313O H6t lIND 00^03 = SliOS38 AO ON3 UOA (S8OOH>3WI1 13OOW 00^GT = S1iOS28 AO BNINNI938 8OA (S8DOH)314I1 13OOW :SlIWIl SNIISI1 H6V890811AH AAONO8 EG6^ = 8O13VA 8OOH-t3 836^ = 8013VA 8DOH-9 LC8^ = 8012t/A 8D0H-E 1617^ = 8013VA 8110H-1 G9t7 ^ = 8013VA 31ONIW-0c g3t^ = 8Ol3t/A 31ON%W-o :S8O13VA NOImOOm V38V-H163O NOIlVlI6I3386 O3IAI336S 83SD* 83^8 = (H3NI rlitidNItm 8OOH-t3 Mt^36 O3IAI336S 09^E = (H3NI ) 8110H-9 AV36 133IAI336S LE^3 = (H3NI)11VANIV8 8OOH-E MV36 O3IAI336S 0Z^ T = (H3NI )11t^AN%V8 8OoH-T MV36 O3IAI336S 88^ = (H3NI )11t^ANIV8 SalONIW-0z UV36 O3IAI336S 0� ^ = (HJNI> - l1VANIV8 S3111NIW-G Mta6 113IAI336S *O3IAI336S T# 13OOW H6V8908OAH* 999^ = NOIlJVMA SSO7 MO1 1718^ = (8110H/H3NI)31V8 SSO1 O3HS831VM WDWInW 0GE ^ = (NOIlVlON 1 3Bt/lN33836 3/\8113-"S" : (l83S3O/O36O13A3ONO) A311VA 000' = (NO%lVlON - ltIWI3313) 3Bt/lN3J836 3A8113-"S.. NIalNOOW 029' = (NOIlVlON 1VWI3313) 3BVlN33836 3A8113-"S.. 11IH1OOA 000' = (NOIlVlON 7VWI0313) 3BVlN3J836 3A8O3-..S.. : (O36O13A3O) A311k/A 31IW-38t/OOS/SA3 000' = MO1A3SV8 S383t^ 000 ^Lt6T = V38V O3HS831t/M 0L0^ = 8Olald NISV8 133A 000 ^00E3 = 3S81103831VM 9NO1V NOIlVI8VA NOIlVA313 133A 000^0038 = OIONlNm 01 lNIO6 NOI1V81N33NO3 WO8A H19N31 133A 000 ^008LT = H19N31 3S80038alvM 9E1'6 = 3WI1-9 AO 39t/1N33836 1t^A831NI 1INO SalONIW 000 ^ = 1INO 3WI1 H6V8908OAH 1INO S8OOH 316^ = 3WI1 "9V1" 3S81103831VM (E# WV381S 01 OmOti H6V8908OAH-lINO) >>>>>SISA1VNV H6V89O8OAH-1IN11<<<<< = 3O0J SI 00^E 3OON Ol 00^E 3OON NO8A SS33O86 MO1A **************************************************************************** 8 21.556 1182.0�2 1 " 9 27.264 1343.885 10 34.368 1672.937 ^se 11 45.193 2548.833 ~~ 12 53.204 1886.292 13 58.325 1205.810 - 14 62.385 955.914 15 65.690 778.325 -- 16 68.659 698.962 = 17 71.182 594.114 18 73.290 496.395 ~~ 19 75.300 473.413 20 77.110 426.183 ~~ 21 78.681 369.790 22 80.245 368.258 ~ 23 81.614 322.315 ~ 24 82.852 291.702 25 84.077 288.339 - 26 85.150 252.688 27 86.182 243.068 ~- 28 87.178 234.495 _ 29 88.042 203.314 30 88.893 200.490 - 31 89.686 186.573 32 90.392 166.269 ~ 33 91.095 165.648 34 91.714 145.689 35 92.286 134.614 • 36 92.849 132.686 ., 949 93 342 115 37 , 115.949 38 93.819 112.318 39 94.272 106.760 40 94.655 90.166 ~ 41 95.033 89.074 42 95.379 81.419 43 95.686 72.289 44 95.990 71.573 ~ 45 96.204 50.525 46 96.378 40.839 47 96.551 40.869 48 96.725 40.889 49 96.899 40.855 50 97.067 39.693 51 97.223 36.711 ~~ �2 97.378 36.558 . 53 97.534 36.592 54 97.689 36.526 =* 55 97.843 36.249 56 97.962 27.965 ~° 57 98.074 26.413 = 58 98.186 26.379 59 98.298 26.377 ~= 60 98.410 26.413 61 98.518 25.391 . 62 98.617 23.455 63 98.717 23.347 = 64 98.816 23.384 = 65 98.915 23.349 66 99.014 23.241 21.024 99 103 21 = 67 , , 68 99.189 20.352 =" 69 99.276 20.354 _ 70 99.363 20.386 71 99.446 19.691 -~ 72 99.486 9.444 �.7 99'512 7.576 74 99.550 7.506 ~� 75 99.582 7.540 76 99.614 7.506 77 99.646 7.542 78 99.678 7.542 79 99.710 7.540 `� 80 99.742 7.542 81 99.774 7.540 82 99.806 7.542 83 99.838 7.542 84 99.870 7.540 85 99.902 7.542 86 99.934 7.540 87 99.966 7.542 88 99.998 7.540 89 100.000 .354 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 845.3084 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 434.7559 ~~ = � = �n �� *A • . . _ • A ' • 0 • ' 6t'ZtZ 66TE'tgE E8g • A • • 0 • ' 6T'LtZ 66t9= 006 -- • A • • 0 ' ' 68 gLteD'OSE L117'61 ' A ' • 0 • " SZ '9gZ. LZTZ •6tE . • A. . n . ' tZ"Z9Z LLtt'LtE OgZ*6 ' A' • 0 ' ' Lg"L9Z 9T179'gtE L9161 ' A' • 0 • " tWELZ 886L'EtE £80'61 • A' • 0 ' ' tZ'OSZ t816'TtE 000'61 • A' . . " 88"L8Z £886'6EE LT6'81 • A' •ic • ' 09 LSOO'SEE £E8'81 A 0 ' ' 8g'90E 19g6'gEE 0gL'81 ' A 0 . LE'ETE LttS'EEE L9981 • A 0' - • Og"TZE g989 EGg'8T A 0 • • ' 60'6ZE EZLt'6ZE 00g'81 A 0 ' * ' gt'SEE 800Z'LZE LT1781 • . A o • . • SZ'ttE 9g68'17ZE EEE"EIT • •A 0 ' . ' 8L gtZg"ZZE OgZ'ST • .A o - . - EZ'6gE 81010ZE L9181 • - A 0 • ' • tE'69E LLZ9"LTE zeo•sT • • A 0 01 8L 160' 000'8T . • • A 0 . ' 8T'Z6E 008t"ZTE L16'LI ' • ' An ' ' LIErOTt T6Z.L.'60E EES*LT • ' AO . ' 6g'6Tt t6t6'90E OgL'LT • • ' OA • • 1E • 6Zt 96g0 170:2 L99 "LI ' • '0 A • ' 6E • 9Et OEOT • TOE ZE3g 'LT ' • '0 A ' * Eg • 6Et 9L6086. 00g'LT • • '0 A ' • 8T*9tt gOLO"g6Z LIt'LT • i A ' ' 9L'Igt 9L6616Z EEE'LI . . • "0 A ' 99'6tt £98888Z 0g7"L1 . . • 0 A • 803t g68L"g8Z L91•LT ' • n• A .. ZT'ZLt 09L9*Z8Z £80'LT • in ' A ' • tL'ZEg gtZt"6LZ 000 'LT ' 'n • A ' ' L.9"Z6g gggL"gLZ LT6'91 . . n - A ' • TE '6 Tg 8E1.9 • i Z.Z. £18 91 • • 0 ' A . ' 6E*OSt L60 89Z 0L 91 • . 0 A ' ' £9'tgt 888L't9Z L9991 ' ' ' 0 A ' ' 11'0E17 LLg9'19Z £80'91 ' ' ' 0 A ' ' 08•90t 69 8Z 00 *91 0 A ' ' * 0t"g6E 8E68'qg7 LTt'91 • • • 0 A • ' tZ't8E LOLT'EgZ 1.2E'9T " • * 0 A • ' Et'ESE ttZg'OgZ 0gZ"9T ' 0 A ' ' 61"T6E LESErLtZ L9191 ' " • 0 A ' " 6.g"98E 9681"g1Z £8091 • * " 0 A " ' LO'OSE TLZg'ZtZ 00091 ' * ' 0 A " ' 61'98E 96066EZ L16'g1 . * n A . . • Zt"Z6E 6617Z'LEZ EES'gT • 0 A' ' ' Z9'L6E ELtg'tEZ OgL'gT . • 11 A - * ' 8t*ZOt 6808'TEZ L99'gT . • 0 A' ' • 28'2017 0LE0'6Z7 ESS'gT . . 0 A ' • L61.017 61tZ*9ZZ 00.g"gT . " n A • ' L6'80t TZEt'EZZ L117 . • 0 A ' ' OL•LOt 9GT9'07Z EEE'gT . • 0 A • • 20 - tot 8L08 L1 OgZ"g1 . • 0 'A ' ' " t9'66E TSZO'gTZ L91"g1 . 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S96I = 0 JOd ill I3013A 1kiW J0N 13NNdHO Z6 *G961 = MO1dN I Wf W I XtiW 7.0S dO SS33X 3 NI 31t8M01d 393Ab 66'LS9Z = (Sd0)MO1dNI WfWIXk 1 : Q31kN I 1S3 1N3I O I 33300 JN 11f10'd 13NNdH3 EEO' = `d01Ok d SSN I NNVW O000 S S = (1d) H1JN31 13NNVH3 00 . O8£ T = NO I ikM313 Wt13J1SNMOQ OO 'OLS T = NO I 1 A313 Wd381Shc 00'Z = Z 13NNdH3 00'ZZ = (ld) HIQIM3Sk : NO I1kWJOdN I 13NNVH0 8v1fle3J Q3Wf1SSd " (aL,aawwo0 f o 4uaui l,ledaa • S - n ` 4 4snSnb 4 ZS -LI a6ed , LT ..4a4.dey0 4A60j0,.4pAH '.9oogpueH 6ut,.aaautSu3 Ieuot4eN ay} :anuaJafay)S1bA31NI 31f1N IW -S AH Hdk/U9OJQAH M01dN I £ Wt1381S 3H1 31f10)J 01 31180 NI 1331bWI1S3 SI 1N3I3Id.d303 JNI1l0 -O Q3IdIQOW 3H1 > > > >)Q0H13W X3AN00 3H1 AS BNIil0J 13NNdHO 13Q0W < < <<< S = 3000 si 00-17 3Q0N 01 00-2 3Q0N WOJd SS330`J.d M01d * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * A • , i°1 8S ' ZZ 90EZ • = 9£ 000.0Z A 79 'SZZ• 9L69 '09£ L16&1 A 0 £8'8ZZ 8£iYI '6S£ ££8'6T • A ' i1 ' 80'££Z. 81.95 "LS£ OSL'6I A • 0 7S'8£7 9Z96'SS2 L99'61 -° SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .43 SPECIFIED PEAX 30-MINUTES RAINFALL(INCH) = .90 . SPECIFIED PEAX 1-HOUR RAINFALL(INCH) = 1.19 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 1.92 ~° SPECIFIED PEAA 6-HOUR RAINFALL(INCH) = 3.36 Aor SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 7.18 . *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .425 . 30-MINUTE FACTOR = .465 . 1-HOUR FACTOR = .491 3-HOUR FACTOR = .837 - 6-HOUR FACTOR = .928 24-HOUR FACTOR = .953 - RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 _ UNIT HYDROGRAPH DETERMINATION ----------------------- - - ---- - INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) ~- 1 .653 73.013 2 1.963 146.342 3 3.565 179.027 4 5.697 238.281 ~ ... 8.603 324.689 6 12.202 402.162 7 16.239 451.163 -. 8 21.168 550.723 9 26.361 580.355 - 10 31.860 614.478 11 37.621 643.773 ~~ 12 43.424 648.467 . 13 49.345 661.592 14 54.120 533.664 ~~ 15 58.521 491.828 16 62.235 414.931 -0 17 65.333 346.176 18 68.145 314.295 . 19 70.575 271.582 "= 20 72.621 228.617 21 74.418 200.814 . 22 75.947 170.836 23 77.287 149.699 . 24 78.527 138.567 . 25 79.739 135.463 26 80.831 122.017 =w 27 81.784 106.488 28 82.692 101.435 = 29 83.564 97.517 40 30 84.334 85.974 31 85.043 79.295 °~ 32 85.729 76.666 33 86.355 69.883 =° 34 86.971 68.891 _ 35 87.580 ' 68.019 36 88.109 59.085 - 37 88.617 56.829 'Ip R9'123 56.571 39 89.574 50.384 .4 40 90.002 47.769 41 90.429 47.768 40 42 90.857 47.792 43 91.284 47.769 = 44 91.701 46.563 -m 45 92.058 39.834 46 92.355 33.251 -~ 47 92.652 33.204 48 92.949 33.181 ~~ 49 93.246 33.227 ~ 50 93.544 33.204 51 93.823 31.242 = 52 94.044 24.728 53 94.260 24.121 . 54 94.477 24.167 .4. 55 94.692 24.121 56 94.909 24.190 ~~ 57 95.124 24.004 58 95.329 22.976 ~~ 59 95.532 22.626 60 95.735 22.649 61 95.937 22.626 62 96.140 22.650 63 96.342 22.650 64 96.514 19.194 65 96.663 16.672 -~ 66 96.812 16.578 67 96.960 16.579 68 97.109 16.625 ~ 69 97.257 16.579 70 97.398 15.737 - 71 97.520 13.637 72 97.642 13.590 ~~ 73 97.763 13.590 ~~ 74 97.885 13.590 75 98.006 13.590 40 76 98.125 13.215 77 98.223 10.975 ~~ 78 98.317 10.554 ~~ 79 98.412 10.555 80 98.507 10.600 -~ 81 98.601 10.555 82 98.695 10.508 = 83 98.772 8.546 84 98.839 7.566 4. 85 98.907 7.519 40 86 98.974 7.566 87 99.042 7.518 �° 88 99.109 7.566 89 99.177 7.566 40 90 99.245 7.565 40 91 99.312 7.565 92 99.380 7.565 40 93 99.448 7.565 94 99.516 7.565 ~° 95 99.583 7.565 =, 96 99.651 7.566 97 99.719 7.565 ~= 98 99.786 7.565 99 99.854 7.565 = 100 99.922 7.565 _ 101 99.989 7.565 102 100.000 1.183 = TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 143.3947 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 383.2829 A* ~~ xa WO WO , OW = *4 WO W O *4 W. . . • A " . n . 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S'6T8Z £80'LT "� SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .41 SPECIFIED PEAX 30-MINUTES RAINFALL(INCH) = .84 All SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.12 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.04 == SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.03 ^10 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 6.36 -^ *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .425 - 30-MINUTE FACTOR = .465 - 1-HOUR FACTOR = .491 3-HOUR FACTOR = .837 °= 6-HOUR FACTOR = .928 24-HOUR FACTOR = .953 ~ ,~ RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 - MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 ====== ================________ `______======= ______ - UNIT HYDROGRAPH DETERMINATION - -~ INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) - _ 1 .708 68.383 2 2.136 138.014 - 3 3.929 173.269 4 6.417 240.368 5 9.729 320.044 6 13.640 377.989 ~ 7 18.390 458.952 _ 8 23.735 516.512 9 29.488 555.870 ~- 10' 35.513 582.204 11 41.628 590.845 - 12 47.894 605.504 13 53.141 507.034 14 57.755 445.802 15 61.653 376.688 16 64.850 308.931 17 67.722 277.547 18 70.205 239.861 ~~ 19 72.247 197.377 =m 20 74.060 175.177 21 75.590 147.780 ~° 22 76.937 130.210 23 78.228 124.722 ^= 24 79.472 120.174 ~� 25 80.537 102.968 26 81.529 95.828 Ali 27 82.497 93.557 28 83.352 82.600 �" 29 24.145 76.616 =* 30 24.913 74.238 31 85.613 67.664 ~� 32 86. 299 66.242 33 86.971 64.925 =^ 34 87.552 56.124 35 88.115 54.475 36 88.667 53.290 - 37 89.150 46.701 - ;p R9'622 45.635 39 90.095 45.655 ~. 40 90.567 45.635 41 91.038 45.527 m, 42 91.473 41.994 ~~ 43 91.818 33.314 44 92.152 32.329 ~~ 45 92.487 32.369 46 92.822 32.329 47 93.157 32.370 __ 48 93.470 30.259 49 93.718 23.991 - 50 93.962 23.528 51 94.205 23.509 ~~ 52 94.448 23.528 57 94.692 23.529 - 54 94.931 23.126 =~ 55 95.160 22.062 56 95.388 22.041 57 95.616 22.082 58 95.844 22.062 - 59 96.072 22.022 60 96.279 19.932 61 96.447 16.234 62 96.614 16.195 63 96.781 16.155 - 64 96.949 16.154 65 97.116 16.195 66 97.270 14.869 67 97.407 13.260 68 97.544 13.222 69 97.681 13.221 70 97.818 13.221 71 97.955 13.261 _ 72 98.076 11.693 73 98.182 10.288 74 98.289 10.287 75 98.395 10.288 ~~ 76 98.502 10.287 77 98.608 10.288 ~ 78 98.697 8.519 ~~ 79 98.773 7.354 80 98.849 7.354 ~- 81 98.924 7.314 82 99.001 7.394 °= 83 99.077 7.353 _~ 84 99.153 7.314 85 99.228 7.314 "= 86 99.304 7.313 87 99.380 7.314 =^ 88 99.455 7.314 89 99.531 7.313 = 90 99.607 7.314 _= 91 99.683 7.314 92 99.758 7.314 = 93 99.834 7.313 94 99.910 7.314 ~~ 95 99.985 7.314 ^^ 96 100.000 1.420 - = TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 308.2893 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 95.2284 np_ . ^ A • ^ D ^ 9L^tS 68 E82 • A ^ ~ D^ • ES ^9S 8TL3 ^LL 00.2•6T -- • A - ^ O^ • t6 ^LS S388 ^9L LT17^6T • A ^ ^ 'O^ ^ 90^6G 1728V^9L [ZE^6T ~ A ^ ^ O • ^ Z3^09 99L0^9L 0g3^6T • A ^ ^ O ^ ^ TS^T9 6T99^SL L9T^6T ^ A ^ • O ^ ^ E0^E9 E8E3 ^SL E80^61 ^ A ^ ^ 0 • ^ LT ^S9 3 ^17L 000^6T ^ A ^ ^ 0 ^ ^ T0^L9 CSSE^tL LT6^8T ^ A ^ ^ O ^ ^ 88^89 6E68^EL EE8^8T ^ A ^ 0 • ^ 917 - FL 26Tt ^EL 0gL^8T ^ A ^ 0 ^ ^ 8E^EL f7L36^3L L99^81 ^ A ^ D ^ ^ TC ^SL 033t^3L 28S^8T ^ A ^ 0 ^ ^ 99^LL EE06^TL 0051^8T ^ ^ ^ 0 ^ ^ t79 ^6L G89E ^TL LTi7^8T ^ ^ ^ 0 ^ ^ L6^T8 0038^0L EEE^8T • ^ ^ 0 ^ ^ ZL ^t8 SGS3 ^0L 0S3^8T ^ ^ ^ 0 ^ ^ 9L^98 T3L9^69 L91^81 ^ ^ ^ 0 ^ ^ 8E'68 StL0 ^69 C80^8T ^ ^ A ^ 0 ^ ^ 00^E6 06gt^89 000^8T ^ ^ A . ^ ^ 917^S6 .2818^L9 LT6^LT • ^ A ^ ^ ^ 9L^L6 1191^L9 EE8~LT ^ ^ A 0 ^ ^ 66^00T 8L8t7^99 0SL^LT ^ ^ A 0 ^ ^ 96'1701 E36L ^S9 L99~LT ^ ^ A O ^ ^ ^ L3 ^80T 17690"S9 E8S^4T ^ • A O ^ ^ ^ 80^zTT 8E3E^t9 00S•LT • • A 0 ^ ^ ^ 36^911 0StS^E9 LTt^LT ~ • A 0 ^ ^ • 6L ^6TT 86EL ^39 EEE^LT ^ • AO ^ ^ • 19 ^S3T 81716 0S3 ^LT ^ ^ O/\ ^ ^ ^ EL ^TET L6170 ^T9 L9T ^LT ^ ^ O A ^ ~ ^ LT^LET SZtT^09 5280^LT ^ ^O A ^ • • 00^9i7T LL6T^6.2 000^LT ^ ^ 0 A ^ ^ ^ S8 ^EtT 336T ^82 LT6^91 ^ • O A ^ ^ ^ 98^117T ST03^L2 EE8•91 ^ • O A ^ ^ ^ T3 ^8ET Si733^9S 0SL~91 ^ ^ 0 A ^ ^ ^ 02^EET L3L3^SS L99^91 ^ ^ 0 A ^ ^ ^ 9L^931 917S[^tS E8.2^9T ^ ^ OA ^ ^ " S3^8TT 9T817^ES 002^91 ^ ^ O ^ ^ ^ tT ^ZTT 3L99 ^3S 4T17 ^9T ^ ^ /\O ~ ^ 09^1701 6i768'1.2 EEE^9T • • A ^ O ^ ^ 60^66 St&T^TS 0.23^9T ^ ^ h ^ O ^ • 8.2'96 T36 ^0S L9T ^9T ^ ^ A O ^ ^ 96'06 0L38 ^617 a80~9T ^ ^ A 0 ^ ^ 2t^S8 G003^617 000^91 ^ ^ A 0 ^ ^ ti7•98 Z3T9^8t LT6^ST ^ ^ A -O ^ ^ El ^L8 89T0 ^8h EE8^ST ^ ^ ^A 0 ^ • 36^88 93Ttr^Lt7 02L•ST ^ ^ ^h 0 ^ • 68^68 3008^9h L99^ST ^ ^ *AO ^ • Et^06 1181•917 E8S^ST ^ ^ 'AO ^ • 8S ^06 E8SS•St 00G^ST ^ ^ ^ 0 ^ ^ Et^06 StE6^irt7 LTt^ST ^ ^ ^ AD ^ ^ 9L^68 LTTE^tt EEE^ST • ^ ^ AO ^ ^ 82^88 SE69 ^Et 0S3^ST ^ ~ ^ An ^ ^ bT^L8 SE80^EV L9T^ST • ^ ^ 0 ^ • 3t ^S8 . 17E8t^317 E80^ST 0^00Z 0^0ST 0^00T 0•01; 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A ' . 0 " 66'ZS E178E'8L 0SL"6T • A ' ' 0 * 6L'ES ,t6T0'8L L99'61 E6^T = (H3NI)11VANIIPJ 8OOH-z MV36 03IAI336S 9O^T = (H3NI)11VANIV8 8OOH-T Mt36 03IA1336S — 08^ = (H3N%)11t/ANIt/8 S3111NIW-0E MV36 'MAMAS 6E^ =(H3NI)11VANIV8 S3111NIW-g 03IAI336S *03IAIJB6S T# - BOOW H69080AH* ggL^ = NOI13V8A SSO1 MO L8L^ = (8OOH/H3NI)31V8 SSO1 03HS31VM WRWInW 0313313S H6V89-S (1236073A312)A317VA 31IW-38dOOS/SA3 000^ = MO1A3SV8 S383V 000^3Tg = t 03HS831VM 090^ = 8013t/A NISl8 133A 000^g0T = m80038alyM BNO1V NOI1VI8VA NOIlVA313 133A 000^00T9 = 0I081N32 01 lN3O6 NOIlt81N33NO3 WO8A H19N31 133A 000^0098 = H18N31 38811O331VM t7170^0T = AO 38V1N33836 1VA831NI 1IND S31ONIW 000^g = lINO 3WI1 H6tiBO80AH 1INO sanOH 0[8^ = 3WI1 "St 3S81103831VM (E# Wt/31S 01 OmOv H6kM9O)A0AH-1IND) _ _ _ _ >>>>>SISA1VNV H6#890812AH-1INO<<<<< ''---- --- T = 31103 SI 00^8 mON 01 0T^8 mON WO8A SS300H6 MOld **************************************************************************** ~ .17^E99T 8^LE9T 000^03 9^6891 8^1991 LT6^6T 3^9T�T 6^L89T EE8^6T E^t't'LT g^ffITLT 0gL^6T g^tiLLT t^ZtL7 L99^61 O ^8()8T t^ZLLT E80^6T 3^17178T L ^S08T 002^6T E^388T 8^Tt8T LTt^6T 9^E36T L ^6L8T EZE^6T t^6961 L^0361 0g3^6T t^T303 0^9961 L9T^6T L^3803 t^LT03 E80^6T 9^EST3 T^8L03 000^6T 0^0EZ3 L^817T3 LT6^8T L^T0E3 EE8^8T 8^39E3 3^8633 0gL^8T E ^LTt3 9^6gE3 L99^8T 8^99t3 E^tTtfi3 E8g^8T t ^80g3 t^t9t3 00g^8T 8^gtg3 E^90g3 LTt^8T C^T8S3 L^Et7g3 EEE^81 8^ET93 E^6LS3 0=8T 6^0S93 �^TT93 �9T^8T 0^S693 0^8t93 £80^81 3^TtL3 3^3693 000^8T 6^68L3 T^8EL3 LT6^LT T^6383 8^L8L3 EE8^LT t ^8g83 9^L383 0gL^ 9^1883 T^Lg83 L99^LT 9^g683 0^1883 E8g^LT 6^8683 L^g683 002^LT 3^0063 6^8683 LTt^LT E ^LT63 L ^8683 EEE^LT L ^9L63 0g3^LT O ^Lg0E 3^TL63 L9T^LT SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 2.86 - SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 5.94 = *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: _ 5-MINUTE FACTOR = .425 30-MINUTE FACTOR = .465 = 1-HOUR FACTOR = .491 3-HOUR FACTOR = .837 -~ 6-HOUR FACTOR = .928 . 24-HOUR FACTOR = .953 � RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 = MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 `~ . = UNIT HYDROGRAPH DETERMINATION ~ INTERVAL "S" GRAPH UNIT HYDROGRAPH __ NUMBER MEAN VALUES ORDINATES(CFS) - 1 .574 35.538 2 1.742 72.306 - 3 3.333 98.515 4 6.091 170.806 ` 5 10.702 285.514 - ' 6 16.348 349.561 7 22.469 379.070 ~~ 8 2E1.959 401.851 9 36.510 467.531 ` 10 45.414 551.314 _ 11 54.367 554.419 12 62.400 497.393 13 69.554 442.942 14 75.877 391.536 ~~ 15 80.684 297.671 16 84.808 255.352 ~ 17 88.036 199.891 ~_ 18 90.413 147.170 19 92.481 128.072 - Ti 94. 240 108.897 21 95.537 80.332 ~ 22 96.505 59.917 ~~ 23 97.293 48.778 24 97.972 42.048 =° 25 98. 208 14.600 26 98.396 11.644 " 27 98.584 11.674 . 28 98.772 11.644 29 98.961 11.680 " 30 99.149 11.656 31 99.337 11.656 . 32 99.526 11.656 33 99.714 11.656 ^= 34 99.902 11.656 . 35 100.000 6.056 ----------- ___________ . TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 179.8128 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 61.6837 ~~ =============================_________________ _ __ 24-HOUR STORM . RUNOFF HYDROGRAPH . = ===_ . HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) TIME(HRS) VOLUME(AF) Q(CFS) 0. 50.0 100.0 150.0 200.0 . _ _ 15.083 29.4788 62.66 . . 0 V. . . 15'167 29.9201 64.08 . . 0 V. . . '~ 15.250 30.3696 65.13 . . 0 V. . . 15.333 30.8232 66.00 . . 0 V. . . ~ 15.417 31.2808 66.45 . . Q V . . . 15.500 31.7387 66.49 . . 0 V . . 15.583 32.1956 66.33 . . 0 V . . ^ 15.667 32.6482 65.73 . . 0 .V . . 15.750 33.0920 64.43 . . 0 .V . . ~ 15.833 37.5247 62.83 . . 0 .V . . 15.917 33.9468 61.30 . . 0 . V . . ~ 16.000 34.3603 60.03 . . Q . V . . -~ 16.083 34.7854 61.73 . . Q . V . . 16.167 35.2217 63.35 . . Q . V . . - ' 16.250 35.6664 64.56 . . 0 . V . . 16.333 36.1520 70.52 . . 0 . V . . 16.417 36.7065 80.50 . . 0 . V . . _ 16.500 37.2992 86.06 . . 0 . V . . 16.583 37.9117 88.95 . . 0 . V . . 16.667 38.5442 91.83 . . 0 . V . . 16.750 39.2272 99.17 . . Q. V . . 16.833 39.9705 107.93 . . .0 V . . _ 16.917 40.7204 108.88 . . .0 V . . 17.000 41.4374 104.11 . . 0 V . . _ 17.083 42.1231 99.57 . . Q. V . . 17.167 42.7813 95.57 . . Q. V . • -- 17.250 43.3875 88.01 . . 0 . V . . 17.333 43.9703 84.63 . . 0 . V . . - 17.417 44.5198 79.79 . . 0 . V . . ~ 17.500 45.0364 75.00 . . Q . V. • 17.583 45.5371 72.71 . . Q . V. . - 17.667 46.0202 70.15 . . Q . V. • 17.750 46.4768 66.29 . . Q . V . 17.833 46.9u80 62.62 . . Q , V . 17.917 47.3187 59.63 . .0 . � V • 18.000 47.7118 57.07 . .0 . V . °= 18.083 A8.075 52.74 . Q . .V , 18.167 48.4238 50.65 . Q . ,V , ~° 18.250 48.7621 49.12 . Q. ~ .V . 18.333 49.0902 47.64 . Q. . ,V • . 19.417 49.4072 46.03 . Q~ . . V • 18.500 49.7135 44.46 . Q . . ~~ . V . 18.583 50.0091 42.92 . Q . . . V . . 18.667 50.2943 41.41 . 0 . . . V , 18.750 50.5689 39.88 . Q . . . V . . 18.833 50.9325 38.27 . Q . . . V . °= 18. 51.0818 36.20 . 0 . . . V • 19.000 51.3176 34.24 . Q . . . V • '� 19.083 51.5452 33.05 . Q . - . V . 19.167 51.7654 31.98 . 0 . . . V • = 19.250 51.9793 31.05 . 0 . . . V . 19.333 52.1871 30.17 . 0 . . . V • - 19.417 52.3895 29.39 . 0 . . . V ^ -~ 19.50() 5".5873 28.72 . 0 . . . V . ip p�Rr4 52'7806 28.08 . Q . ^ ^ V • 17"Z17gL 9'L3gL LT17"9T 6"L891. 6"gggL CEE"9T — L'6g8L L'=.8L 0=9T t'LL8L B'LLISL L9T"9T L*gT6L 9"gg8L 1.8091 908 £'9L6L 0009T !6T.8 g"6t7T8 LT6'gT Z'BEE8 L'067..8 CE8'gT 660t8 g'98£8 OgL'gT g'6£178 8"EEt8 L99"gT g"..7.12178 tr'g17178 E8g*gT g'81178 862178 00g'gT 8"TgE8 E'L6E8 LIt'gT 9 090E8 EEE'gT 8608 9'9LT8 0g7*.gT 7.."7..06L 0'8008 L9T"gT 9699L E"g6LL £80'gT (SA3) (Sd3) (S8H) (T WV361S) (T WV3)31S) 3W11 moidino MO1ANI - mow :s11ns3 sminmd 13NNkH3 ao1-11314 X3ANO3 t766' = 8V1S3 SI S1VAH31NI iiNn 31fINIW-g :90A 1N3131AA303 9N111108 13NNVH3 03IAIGOW = 1N313IAA303 91111110)3 13NNVH3 a3lawils3 SdA g6'££ = SA3 6g9F,69 = 1J 80.3 A113013A 1VW8ON 13NN5H3 6g'97,69 = MO1.dNI wnwixtu 7.0g AO SS30X3 NI 31401d 39V83AV • 80'gLg6 = (SA3)M01AN1 wnwixvw 1131VWI1S3 1N3131AA303 sNiino 13NNWH3 17T0 = W313VA SSNINNVW 00"0gZg = (1A)H1SN31 13NNVH3 00'0ZIT = NOUVA313 WV3)J1SNM0O 0006TT = NOI1VA313 kiv3alsdn Og'T = Z 13NNVH3 00"0"Z = (1A)H1OIM3SVE :NOI1VIAN0ANI 13NNtH3 win9 3)A aaiwnssy .(aoJatimpo fo waw4,Jedaa -s .z a6ed , LT ,4 a;det-43 ' =looqpueH SuTJaauT6u3 IleuoT4eN a44 :a3uaJa+aWS1VM3INI 31nNiw-s A13 HdtPASEPAaAH MO1ANI 1 WV3a1S 3H1 31noH 01 :A3al0 NI 031VWI1S3 SI 1N313IAA303 eNiinou-o a3IJIaow 3H1 >>>»a0H1314 X3ANO3 3H1 AE sNiinmA 13NiNvH3 1311314<m‹ g = 31103 SI 00 3aoN 01 cws moN woad ssmod M01d **************************************************************************** >>>>>1 A3e1.1nN wv3a1s 01 amay 3ewnN wv3als<m‹ L = moo sI 00'8 moN 01 008 SCION WMAA SS33MAd M01A **************************************************************************** • 000'0: • A ' 70'97 T.I_Tg"Eg LT6'6T A ' " 9179;.7 6LEE'Eg EE8'6T " • g6'9Z 9ggT'Eg 0gL'6T A ' 6i7"LZ 00L6'7,g L99'61 029' = (NOI1W10N 1VW10311)39V1N3083A 3AW13—fiS1t (13A013A3O)A311VA 311W-3WflOS/SA3 000 = mo1u3sve S383 000'8E0 = t3k (13HS)331VM G.30' = 8013VA NISVS 133d 000'S63 = 3swi0m3ivm SNO1V NOI1VIaVA NOI1VA313 133A 00000TtT = 0I081N33 01 1NIOA NOI1AM1N33NO3 WO)JA H1SN31 133J 000'008E2 = H19N31 3981103A31VM 8LL*6 = 3W11-9V1 AO 30V1N333A 1VM31NI IINfl S31fINIW 000 = 3WI1 HAWASO8OAH imn swioH ZGS' = 3WI1 9fl 3SH110MA31VM (I# WV3)A1S oi amaki HAVU9081JAH-1INn) >>>>>SISA1VNV HAV8BEDJOAH—IINI1((((( • T = moo SI 00'6 moN oi 00'6 300N WO8A SS3308A MOld **************************44************************************************ t'38L t'ZGL 00007 T'ttSt SI817 LT6'6T 680617 e'szet EES'eaT L'LL6 171th17 0GL'6I 3'120.2 t'ETOG L9961 O'OETG . 17680G E8.2"6T 6'ETZG Z'ILIG 002'6T 6 I'LG3G LI17'6I 9'96EG G'1317E.2 EEE'6I 086 E'21717G 0.247'6T 8'0T9G c'TGGG L9I'6I 0"8L 0tL9 EB0'6I G'SLEG L'GOBG 0006T 89309 3'3.26G LT6'8T 9'9LT9 3'30T9 EES'8I G'LZE9 8'IG39 OGL'ST L*08179 3'170179 L99'81 0'17E99 Z'SSG9 ESG'ST O'8SL9 L'OIL9 ooeI 3'6t769 3'9989 LIt'8T 8'SZIL T'EEOL EEE'ST Z'GZEL G'6I3L 0G781 E'TGGL 3'3E17L L9T'8T 1'S6LL 6'IL9L EBO'BT 6'6G08 G'97:6L 000'ST G'8TE8 T'G6T8 LT6'LT 9'L17G8 L'Et178 EES'LT tr'i7ELS T'EG98 OGL'LT . 17'6L88 69188 L99'LT E'LL68 0'E ESG'LT E'E7:06 2'3106 00.2"LT 6 t17E06 LIt'LT I'17TI6 3'6906 EEE'LT t'EE36 £'6G16 OGZ'LT T'98E6 G'80E6 L9T'LT 1'6TG6 6179176 EBO'LT t'TEG6 T'GLG6 000'LT 0'02E6 3'8817 LT6'9T 99306 G'01.76 EE8'91 3"TE98 901788 OGL'9I 1 681178 L99'9T T'898L 3°17308 £8.2'9T 9'619L ;.7.:*60LL 00g'9T FOOTHILL "S"-CURVE PERCENTA8E(DECIMAL NOTATION) = .000 MOUNTAIN "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .000 VALLEY(UNDEVELOPED/DESERT): "S"-CURVE PERCENTAGE(DECIMAL NOTATION) = .350 MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .790 LOW LOSS FRACTION = .750 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .39 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = .80 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.07 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 1.90 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 2.80 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 6.15 *USER SPECIFIED PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .425 30-MINUTE FACTOR = .465 1-HOUR FACTOR = .491 3-HOUR FACTOR = .837 6-HOUR FACTOR = .928 24-HOUR FACTOR = .953 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 15.00 MODEL TIME(HOURS) FOR END OF RESULTS = 20.00 _ UNIT HYDROGRAPH DETERMINATION INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) - 1 .660 322.202 2 2.012 660.589 3 3.829 887.255 4 6.679 1391.537 - 5 11.020 2119.911 16.330 2593.258 7 22.319 2924.683 8 28.766 3148.456 9 35.872 3469.853 10 43.588 3768.108 11 51.830 4025.124 12 58.755 3381.981 13 65.094 3090.577 14 70.434 2612.414 15 74.837 2150.584 16 78.510 1793.513 17 81.546 1482.697 18 83.866 1132.969 19 85.783 936.229 20 87.529 852.295 21 88.962 699.892 22 90.139 574.691 23 91.076 457.623 24 91.951 427.627 = 25 92.615 324.065 26 93.073 223.558 = 27 93.500 208.480 28 93.920 205.380 29 94.319 194.948 30 94.686 178.756 31 95.049 177.466 32 95.383 163.059 . 33 95.707 158.450 34 96.032 158.383 ww 35 96.356 158.446 ~° 36 96.613 125.659 37 96.781 81.975 = 38 96.932 73.573 39 97.082 73.506 40 97.233 73.539 = 41 97.383 73.435 42 97.510 61.796 - 43 97.619 53.431 44 97.729 53.498 ^ 45 97.838 53.498 _ 46 97.948 53.465 47 98.054 51.893 _ 48 98.157 50.119 49 98.259 50.119 ' 50 98.362 50.224 51 98.465 50.048 ~ 52 98.557 45.201 _ 53 98.633 36.807 54 98.708 36.803 ~ 55 99.783 36.803 56 98.859 36.736 - 57 98.930 34.892 58 98.992 30.317 59 99.054 30.045 ~ 60 99.115 30.112 61 99.177 30.045 � 62 99.236 28.748 63 99.285 23.826 64 99.333 23.424 ~ 65 99.380 23.353 66 99.428 23.420 - 67 99.474 22.534 68 99.510 17.411 ~ 69 99.544 16.729 _, 70 99.578 16.662 71 99.613 16.796 .~ 72 99.647 16.662 73 99.681 16.729 - 74 99.715 16.662 75 99.749 16.662 ~~ 76 99.784 16.662 ~~ 77 99.818 16.662 78 99.852 16.662 = 79 99.886 16.662 80 99.920 16.662 . 81 99.954 16.662 . 82 99.988 16.662 83 100.000 5.715 . =° TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 1459.4790 .0 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 512.4655 = °° . ~ ., • A " - £9"ggr„ 08£6*SZt £8g*6T * A • . 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TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 162.5695 . TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 288.2768 = - . • A • ^ ill ^ • T3^TST t7G2T^%t3 £8S^6% • A • • D ^ • VL•VGT 6260^0tZ 00g^��T -- • A ^ ^ O ^ ^ 9t^6GT Z830•62Z ^LTt'^6T ^ A ^ • 0 ^ ^ 36^179T T3E6^LE3 222^6T o A • • 0 • ^ 22•0LT 296L^923 0=6T • A • • 0 ^ ^ 68^gLI 3E39^g23 L9T^6T ^ A ^ • 0 ^ ^ 16^181 6TTt^ 280^6T • A ^ ^ 0 ^ ^ 92^88T T6gT^22Z 000^6T • A ^ ^D ' ^ T6^g6T 8T98^TE3 LT6^8T • A• ci • • 96^ZA3 93Tg^023 228^8T • A ^ O ^ ^ ^ 0T^0T3 8171T^63Z 0gL^8T • A ^ O ^ ^ ^ 3t^LT3 8L99^L33 L99•8T ^ A^ 0 ^ ^ ^ Tt^i7ZZ t0LT^933 28g^8T • 8• 0 • ^ • TL^TE3 61739^17ZZ 00g^8T • A O • ^ ^ t2^623 T630^E33 LTt^8T • A 0 ^ ^ ^ 90^6173 8082^T33 222^8T ^ A 0 ^ ^ ^ L8^8S3 gg99^6T3 0g3^8T • A O • ^ ^ 39^993 L388^LTZ L9T^8T ^ ^A 0 ^ ^ ^ 62^9L3 t9t0^9T3 £80^8T ? 'AO ^ ^ ^ t0~983 63t7T^hT3 000^8T ^ ^ ^ ^ • EL^L63 OELT^373 LT6^LT ^ OA ^ ^ ^ 39^g02 g33T^0TZ 228^LT ^ O^ A ^ ^ ^ gt^ZTE 9LT0^803 0gL^LT ^ 0 ^ A • ^ ^ 03^T32 8g98^g03 L99^LT ^ 0 ^ A ^ ^ • T9^122 L2g9^203 28g•LT • 0 • A • ^ ^ TZ^1172 6692^T03 00g^LT ^ D ^ A ^ ^ ^ ET^8t£ 6610^661 LTt^LT ^ D ^ A ^ • ^ 16^092 E339^961 222^LT ^ D • A ^ ^ ^ gg^g92 L9E1~176T 023^LT ^ O ^ A ^ ^ ^ 617^9/LE 3619^161 L9T^LT ^ O ^ A ^ ~^ ^ 0g^082 2930^68T £80^LT ^ ^ A ^ ^ ^ g/L^g62 8g0t,^98T 000 ^ D • A ^ ^ • 20^082 2089^281 LT6^91 ^ 0 ^ A ^ ^ ^ 8Z^TLE 6390^18T £28^9T ^ D ^ A ^ ^ ^ 0L^1g£ 6g0g^8LT 0gL^9T ^ 0 • A ^ ^ ^ 02^6172 .03170^9LT L99^91 ^ D ^ A ^ ^ ^ 83^irt72 l929^ELT 28g^9T ^ D • A ^ ^ ^ Eg^3E2 9g93^TLT 00 ^ D • A ^ ^ • 20^032 ggL6^891 LT17^91 • D A • ^ ^ 68^t02 tTLL^99T 222^9T ^ D A ^ ^ ^ S3^002 9TL9^ 0g3•91 ^ ^D A ^ ^ ^ T3•663 L209^391 L9T^9T ^ ^O A ^ ^ ^ 33^S63 T2tg^09T 280^9T ^ ^ A ^ ^ ^ EL^063 660g^8ST 000^9T '^ ^ A ^ ^ ^ tit ^im3 LL0g^9.GT LT6^gT ^ ^ h ^ ^ ^ 93^663 86L17^1721 228^ST ^ O /\^ • ^ 6g^202 88T17^3gT 0gL^gT ' • A ~ ^ 69^902 0832^02T L99^gT ^ O A ^ • /L9^L02 8gT3^817T 28g^gT ^ O A ^ ^ t,T^L02 8960~9t1 00g^gT ' • ^ ^ ^ 99^g02 9T86^2t7T LTt^gT ^ O ^ ^ ^ g9^30E g9L8^TtT 222^gT ^ ^ ^ ^ ^ ES^L63 T36L^62T 0g3^2T ^ ^ ^ � • ^ 08^T63 0217L^LET L9T^gT ^ ^ D ^ A ^ • 80^g83 222L^g2T 280^ST 0^0017 0^002 0^003 0^00T ^0 (Sn)O (AV)BWD (S)dH)3WIl (SA3>S7VA83lNI RlONIW-3AIJ NI H6IJ8BO8OAH H6tt)d BO8OAH AAON118 W8OlS 8O OH—i73 � _ _ _ 8OZ 'S6£T 917£ "17 6L0'6L6 TTZ'Z £!L"S917 £TL" T !I (Sd3)S31tiNIQ80 s3nivA Nti3W 83►3WnN Hdti89080AH llNn HdV8S “S11 1ti11831NI El NOI 1tiNI W8313Q Hdti8J08QAH 1 I Nn OO "Oz = Sllns38 40 QN3 804 (SBn0H)3WIl 13QOW El 00"1 = S11nS38 40 ON I NN I 13}3 808 (SBnOH) 3W I 1 1300W :SIIWII JNI1SI1 Hdti89080AH 4d0Nn8 £G6' = 8013tid Bn0H -7Z. 8Z6' = 80131/4 8110H -9 L£8 " = 8013ki4 8110H -£ T617" = 80131)4 8n0H -T [1 S9tr ' = 8010114 31nN I W -O£ SZti' = 8013114 31nNIW -S :S8013tid NOI13nQ38 ti38ki -Hld3Q NOIltilIdI338d Q3IdI33ds 83Sn* El £t"9 = (H3N I )11tidN I ti8 Bn0H -tz )1ti3d 03 I d 133dS S6 ' Z = (H3N I )1 1ti4N I ti8 Bn0H -9 Mind 0314133d9 £O'Z = (H3NI )11tidNIti8 8110H -£ )1ti3d Q3I4I33ds [I ti T' T = (H3N I )11tidN I ti8 8110H- T )11i3d 03 I J I 33dS 9S" = (H3N I )1 1tidN I V8 S3InN I W -O£ )1 3d 03 I d I 33dS Zt ' _ (H3NI )11zidNIC8 S31fNIW -> >lti3d 03I4I33dS 3 *Q3I4I03dS T# 13QOW Hdti89080AH* TOG' = NOI131184 SSO1 MO1 tat" = (8110H /HONI) 311)8 SSO1 Q3HS:J31t)M WnNI XtiW 00£' = (NOIltilON 1tIWI33Q) 3Jti1N3383d 3A8n3-„Sf : (183S30 /Q3d013A3QNn) A311t/A 000' _ (NOI1ti10N 1tiWI33Q) 3Jti1N3083d 3A8113-”Su NII,'1NnOW El 000' _ (NOI1tilON 1tiWI33Q)3E1ti1N3383d 3A8n3 -11Su 11IH100d 00L" = (NOI1tilON 1tiWI33Q) 3Jti1N3083d 3A8113 -11S,I : (Q3d013A3Q) A31 El 31I W- 38tifli'S /Sd3 000' = MO1.3Skl}3 S380k1 000 " £017! = 113811 03HS831kM £ ?O ' = 8010114 N I Stit3 1334 000"0S Z. = 3S8n00831im JN01ti NO I lti I 81111 NO 1 111113/3 Il 1334 000 "00SZ.T = 01081N33 01 1NIOd NOI1ti81N33NO3 W089 H19N31 1334 000 ' 00L£E = H19N31 3S8110O831VM 008 ' O T = 3W 11 -Sti1 40 3Ji/1113383d 1VA831N I I I Nn S31nNIW 000'2 = lINn 3WI1 HdV8J08QAH lINn SdflOH ZLL' = 3WI1 flJV1. 3S If03831WM Il (I# Wti38iS 01 Q3QQti Hdti89080AH -1 I Nn) - - - Il > >) > > S I SA1VNti Hdti80080AH -1 I Nn < < < < < I = 3000 SI 00 " t I 3QON 01 00" T I 3QON NO84 SS3008d MO !I ********************************************* **** ** **** * **** * ** *** ** ***** * ** ' 11 " 0 12 "9EI 917E0 "9t7Z. 000'07f ll A 0 67..'6£1 51760" t .. LI6'6I A 0 LZ "ZtI ='SET "1717. EE8 "6I A 0 8T 'St7I £aGT 'EiZ• OSL'6T r1 0 ' £I "8171 SSSI 'ZtZ. L99'6I ZOZ'TZ 0Z8'66 69 L6I'TZ L8L'66 89 ZOZ'TZ GGL'66 L9 L6T"TZ ZZL'66 99 ZOZ"TZ 06966 G9 LZT"TZ LG9'66 179 ZOZ'TZ SZ9'66 E9 ZtE'TZ E62'66 Z9 108'9Z 09G"66 19 LE9'6Z 61G'66 09 LE9'6Z tLt'66 6G LE9'6Z 8Z17'66 SG £86'0E E8E'66 LG G6Z*LE SEE'66 9G LL0'8E 8LZ GG zt OZZ'66 tG LOOSE Z9166 ES 1E8'T17 t01*66 ZG ZIG'9t 6E066 TG Z8G'917 89686 OG Z8G'917 L6886 617 G9E'Lt 9Z886 St tLZ'6G EGL'86 Lt LGt*E9 £9986 917 L6G G9G'86 St Z9t'E9 89t86 1717 t8t*t9 TLE'86 Et 00L9 ZLZ Zt t17L*L9 69186 Tt 6tL'L9 G9086 017 6tL'L9 Z96*L6 6E 6Zt'18 8G8'L6 8E 6ZT'E6 EEL*L6 LE tET*E6 16G'L6 9E t916 8tt'L6 GE 996"26 90E'L6 tE t68'EET 6G1*L6 CE OGG'61Z tG6'96 ZE OZ9'61Z 819'96 TE 06G'61Z Z8Z'96 OE LLZ'LZZ 9t66 6Z TEG'ttZ 86G"G6 8Z 17T9'e17 Z 17ZZ'G6 LZ 600'17LZ E178't6 9Z EZE'6LZ tZt't6 (-, =e, 980.G6Z 966"E6 tZ Z8E*68E StG'E6 EZ EZE'GO9 61th'Z6 Z. 11th'6G9 EZO*Z6 TZ G68'Gt8 ETO'T6 OZ GGE'ZLOT 81L68 61 TEG'TOET LL0'88 ST GGL'GLtT G8098 LT 17LS'Ot61 ' 9Z8'E8 91 17E0'8617Z LG8'08 GT ttE'TTOE tEO'LL VI 6u..scez GZt'ZL ET Et6'EtSt 0GG'99 ZT Z9S'860S 96G'6G TT G8G'SG09 E6L OT 9S6'6GtS 9ZG'Zt 6 LTG'S86t OLT"tE 8 ESt'9EGt OtS'9Z L TSt'EGit 86G'61 9 L99'0EtE ItZ'ET r, , ort _ 166*L 17 70 99.852 21.197 71 99.884 21.202 72 99.917 21.197 73 99.949 21.202 74 99.982 21.197 75 100.000 11.900 = TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 1295.6800 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1333.9410 WE ww = ' ` A ^ ^ O ^ • 61^Q 08L6•63TT E82^6T ^ A ^ • D • ^ 93^8g9 0VES^231T 00g^61 -- ^ A ^' • O • ^ 8L^TL9 0100^1311 LTt^61 ^ A ^ ^ D • ^ 66^289 0tLE^9TTT EEE^61 ^ 8 • ^ D ^ • 86^10L 00g9^TTtT 023^61 ^ A • ^ O • • g9^T3L 0g18•9011 L91•61 ^ A • ^ o ^ • 6T•Et7L 0gt8^10T1 E80•61 ^ A ^ ^ D ^ ^ Lg^g9L 0L3L^9601 000^6T ' ^ A • • D • ^ '17E^68! 0tgt^1601 LT6^8T ^ A ^ ^ D ^ • tE•918 0810^9801 EE8^81 ^ A ^ • D ^ ~ trti•3g8 096E^0801 0gL^81 ^ A ^ ^ O • ^ 99^E68 0g3g^17L01 L99^81 ^ A ^ • O • ^ 3L^S36 00LE^8901 E8g^81 ^ A ^ ^ 0 ^ ^ 19^Lg6 0g66^1901 00g^81 ^ A ^ ^ 0 ^ ^ L9^066 066E^gg01 LT • A• ^O • • 3g•i7301 0LLg^8170T EEE^81 ^ A^ 0 ^ ^ Lg•Lg01 073g^Tt01 0g3^8T ^ A^ 0 • ^ 9E^E601 0LE3^tE01 L91^81 ^ A O ^ • ^ 3E^L3TT 0L0L^930T E80^81 • A 0 • • ^ Bt^L911 0Et6^8•01 000^8T ^ A 0 • • • T3^033T 0E06^0T0T L16^LT ^ A 0 ^ ^ ^ tt^6831 066t^300T EE8^LT ^ ^/\ 0 ^ ^ ^ 06^� L819^266 0gL^LT ^ ^A 0 • • ^ 89^60171 tr6tE^t86 L99^LT ^ ^/\ 0 ^ ^ ^ 36•69t71 60t9^17L6 E8g^LT ^ • 0 ^ ^ ^ T0^Z321 tLTg^t96 00g^LT • 'OA * • ^ 16^09g1 3gE0^ LTt^LT ^ 0 A • ^ ^ 8t•0391 3g83^Et6 EEE^LT • 0 ^ A ^ ^ ^ 01^0891 6t731•3E6 0g3^L1 ^ 0 ^ A ^ ^ ^ ZE^0ELT TLVg^036 L9T^LT ^ 0 ^ A ^ • ^ • 0L^L081 30E9~806 m0 ^ 0 ^ A ^ ^ • 6t7^6L81 g081^968 000^LT • 0 ^ A ^ ^ ^ 0g^9E61 29E3^E88 LT6^91 ^ 0 ~ A ^ ^ ^ 6g•LE03 L668^698 EE8~91 • m ^ A • ^ ^ LT^8g61 9998^.228 0gL^91 ^ 0 ^ A ^ ^ ^ 39^9L81 L08E^3t8 L99•91 ^ 0 • A ^ ^ ^ Et^66LT £9��t E8g^9T ^ 0 ^ A • ~ ^ g6•8ELT gC90^LT8 00g^91 ^ O^ A • ^ ^ 3g^Tt79T EL80•208 LTt'^9T • • 0 A • ^ • TT^3121 038L^E6L EEE^9T • ^ 0 A • • • 90^96E1 0892^28L 0g3^91 • ^ 0 A ^ ^ ^ Lg^EgET E22L^ELL L91^9T ^ ^ 0 A ^ • ^ .171•33E1 3TEt^t9L 280~91 • ^ 0 A * ^ ^ 80^L631 9G3E^g2l 000^91 ^ • D A ^ ^ ^ t'T^L3ET g36E^9i7L L16^21 ^ ^ 0 A ^ ^ • 29^Z9E1 t3g3^LEL EE8^gT ^ ^ 0 /,^ ^ ^ 63^66E1 8L98^L3L 0gL^S1 • ^ O A ^ ^ ^ g9^0Et1 80iz^8TL L99^ST • • O A ^ ^ ^ 60^0gt7T 6LLE^80L E8g^2T ^ • D A • ^ gT^L2 1162^869 00g^g1 • • D A ^ ^ 171^8gt71 9gOE^889 LTt^ST ^ • O A ^ ^ E9^T.2tT EETE^8L9 EEE^gT ^ ^ O A ^ ^ 09•gEt71 6g1E^899 0S3•g1 * • 0 ^ ^ * L8^t1t1 883t^8g9 L91^gT ^ • O ^/\ ^ ^ 39•68E1 171789^8t9 E80^g1 0^0013 0^gLgT 0^0g01 0^g3g ^0 (SJ3)0 (Jt>3WO1OA (S8H)3WIl (S.A3)S1VA831NI 3111NIW-3AId NI H6V8SO80AH H6V8BO811AH AJON118 W8OlS 8DOH-t3 . _ - _ - ___ 19.667 1134.3390 633.30 . . Q . . V . ~° 19.750 1139.6300 622.96 . .Q . . V . 19.833 1142.8530 613.21 . .Q . . V . ~� 19.917 1147.0110 603.77 . .O . • V . 20.000 1151.1020 594.07 . .0 . . V . . .. ��*m.(4,4<*n<*n(4 - FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 5 _ __ SW > CHANNEL ROUTING BY THE CONVEX METHOD<<<<< ~. ================ _ __=____ _ _ _ ___ .. THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER - TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5-MINUTE = INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17-52, August,1972, - U.S. Department of Commerce). °° ASSUMED REGULAR CHANNEL INFORMATION: BASEWIDTH(FT) = 30.00 CHANNEL Z = 1.50 - UPSTREAM ELEVATION = 1000.00 ~ DOWNSTREAM ELEVATION = 920.00 CHANNEL LENGTH(FT) = 7000.00 MANNINGS FACTOR = .033 - CHANNEL ROUTING COEFFICIENT ESTIMATED: MAXIMUM INFLOW(CFS) = 12384.35 AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 9001.00 ~- CHANNEL NORMAL VELOCITY FOR 0 = 9001.00 CFS = 18.02 FPS ESTIMATED CHANNEL ROUTING COEFFICIENT = .914 ^ ~ MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE UNIT INTERVALS IS CSTAR = .889 - CONVEX METHOD CHANNEL ROUTING RESULTS: - MODEL INFLOW OUTFLOW . TIME (STREAM 1) (STREAM 1) (HRS) (CFS) (CFS) ~ 15.083 9343.6 8929.6 15.167 9659.8 9245.2 ~~ 15.250 9950.2 9562.1 15.333 10198.7 9859.7 . 15.417 10393.0 10120.5 ^= 15.500 10536.0 10331.0 15.583 10628.2 10489.9 ~° 15.667 10661.3 10597.8 15.750 10642.0 10648.9 ~= 15.833 10584.7 10645.9 ~° 15.917 10491.8 10600.9 16.000 10361.2 10519.1 .. 16.083 10251.8 10400.1 16.167 10142.6 10286.2 - 16.250 10103.2 10176.3 = 16.333 10202.8 10117.7 16.417 10288.8 10177.1 - 16.500 10300.7 10262.4 16.583 10374.1 10294.5 = 16.667 10626.4 10353.3 _ 16.750 11022.4 10554.9 . 16.833 11512.0 10905.9 - 16.917 11851.4 11364.8 17 000 12207.2 11742.0 *1.13IJI03dS T# - mow HatmoouaAH* L89 = NOI10 8801 MO1 9179' = (Un0H/H3NI)31tM SSO1 1131-18831VM wnwixtow OOL' = (NOI1V1ON 1VW13312)39V1N303A 3Aa13-11S,, :(1.83S3a/a3A013A3aNMA311VA 000' = (NOI1V1ON 1VW13313)3SV1N3383d 3AU NIVINFIOW 000 = (NOI1V1ON 1W13 3a)39 3A8f10-,S n 11IH100J 00T.' = (NOI1V1ON 1VW13311)39 3A8113-11S. 033d013A3MA311VA 31IW-38 000 = MO1J38 S3831 000 = ID 113H831VM = 80!3d NISV8 133J 000'gTT = 3Sano3831vm 9NO1 NOI1VDAVA NOI1VA313 1334 0000008 = 131081N33 01 1NIOd NOI1V81N33NO3 WOad H19N31 133J 0000017f/I = H19N31 3SWICM31VM Z61791 = 3W11-Stil AO 3.9V1N33a38 1 1INfl S3111NIW 000'g = imn 3W11 HAV8SOWAH imn s8noH gov = 3WI1 tad 3S811.0TA31VM (1# WV3818 01 inaav Hdida9OWAH-1INI) ))>>>SISA1VNV HdtM90811AH-1INI1<<((< I = 31303 SI 00'1 moN 01 00'31 moN WCWA SS3308A MO1J **************************************************************************** t'EL6g i*Z.98g 000'0.7. 9'2909 6*gt6g L16 96519 £17£09 228'61 2*Z97:9 £'8Z19 0gL'61 £ %T.L.29 L'8=9 L99"61 6'68t9 99E29 E8g"61 6'9199 17'Igt9 002'61 t'LgL9 g'tLg9 Lit'ea 17't7T69 0 £2261 1680L Z*1989 0g7'61 T'ZEOL L9161 g't9i7L g'91,7L £8061 8'Lg9L 1 'g017L 000'61 E'LG8L 8965L LT6'81 £ 9908 1'2611. £28'81 g 6107.8 170008 OgL'Ert L'E6t8 1171.17.8 L9981 L'EZL8 0'i7en78 28g'81 6'9L68 .7.'L1798 002'81 6'L.W6 91688 L117'81 Z*29 L't9T6 22£'8T g'.17.886 L179176 0g7'81 Z'86101 t't8L6 L9181 8'66t01 0'170101 £80'81 O'SLLOT 0'7.11701 000'81 L 'LTOTT L'OOLOT L16'L1 T'EOZTT 9'8g601 2E8'LT 9'LGE11 171r.L111 OGL"LT O 00G11 2'171E11 L99'L1 O 9G911 9*E21711 £8.G'L1 6L178T1 T'00911 00S 6'Z:80(7T Z'17LLI1 LIt'LT 9"LTOZ1 22E'L1 Z.'9LEZI 0'9t.T.ZT 0g7 9=2.31 17'.7:8EZ1 L91'L1 t'L60Z1 t17827..1 280L1 , . _ . Ott. E 1t986 BE 896'6E 9L17'86 LE - 99L LLZ*86 9E 66Z'Zt 69086 GE 6G0'6t 8G8*L6 tE LZO'TG 1719'L6 EE - LG6'12 09E'L6 ZE 18Z'G9 T0I'L6 TE 09G69 9LL"96 OE GLL'69 0E17'96 6Z 600'EL E8096 8Z LOZ'tL 6IL'G6 L. ZZT'GL OGE'G6 9Z 06Z't6 9L6'176 TGO'ZOT L0G't6 tZ tE6'Z0T 666E6 EZ 0170'ZE1 9817'E6 Z7 6tL'LGT 6Z8*Z6 1Z TSZ'SGT 17t0"Z6 OZ GE:317'9L1 92Z 6T 0G0't6T LLE'06 8T 680'TZZ ITt'68 LT LGG'ZtZ 012'88 91 917L'Z0 E E01'L8 GT GtL'G9E 96G"G8 171 GGE'09t GLL'E8 ET 099'SGG E8t*TE3 ZT TLL'LTL LTL"EiL TT 88L666 ttT'GL 01 06E'LGE1 L91'0L 6 L9E'GT81 0117"z9 L t7TT'SGEZ ZLE'tG BLE'OEtZ 8179'Z17 9 ZL6'961Z 617G'0E 17T 6L1 T9 61 LEO'LTZT 9L901 tET'699 LI9'17 7 86E'8GZ 98Z'T (admsaitoNicwo s3n1vA Ntaw 38wnN Hed89o8aAH Hdv8e uS. 1VAH31NI NOI1VNIWH313O HAV8908OAH 1INn 000Z = sl1ns3a Jo QN3 IOd (swloH)3wii 13GOW 00'GT = srins3d Jo 9NINNI938 IOd (s8noH)3wil - mow :sliwil SNI1SI1 HAVHSOHOAH AAONITA EG6' = 8013d uloH-17. 8Z6 = H013VA Hn0H-9 LE8' = 801d 8n0H-E T617 ' = H013VA Hn0H-1 G9t' = 1313'd ainNiki-oz gz17- = H013VA 31nNIW-G :SH013VA Noiiona3 V38V-H1A3O NOI1V1IAI33HA O3IAI33AS Z1'2 =(H3NI)11VANIV8 Hn0H-17Z >NSA O3IA133AS OL'Z = (HONI)11VANIVH Hn0H-9 MV3A O31A133AS L8'1 = (H3NI)11VANI Jn0H-E >WSJ O3IA133AS 90'T = (H3NI)11VANIVH Hn0H-1 MV3A O3IAI33AS 08 = (H3NI)11VANIVH salmiw-as: MV3A O3IAI33AS 6E' =(H3NI)11VANIVH S31nNIW-G MV3A O31AIMAS 39 98.802 32.440 40 98.956 30.909 41 99.075 23.948 42 99.191 23.214 43 99.306 23.180 44 99.422 23.182 45 99.537 23.182 46 99.653 23.180 47 99.768 23.182 48 99.883 23.180 49 99.999 23.182 50 100.000 .257 TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 455.6791 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 219.5920 ` - 0 • 0,, 00 = • A " ' 0 ' Ltr'L6 g0"..L E8g'61 ' A ' . 0 0£'66 1108"061 00G'61 - . • A ' ' 0 ' TE'TOT ELTT'061 L11761 • A • . • 0 * 81"tOT G6T17'681 EEE'6T ' A ' . 0 ' L9'90T ozoL'esT 0g3"61 ___ . 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