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HomeMy WebLinkAboutTract 15709 PH 2 Temp Detention BasinFLOOD ROUTING ANALYSIS USING ORANGE /SAN BERNARDINO COUNTY UNIT- HYDROGRAPH (1986 MANUAL) (c) Copyright 1989 -94 Advanced Engineering Software (aes) Ver. 3.7A Release Date: 6/01/94 License ID 1251 Analysis prepared bv: Madole & Associates, Inc. of the Inland Empire 10601 Church Street, Suite 107 Rancho Cucamonga, CA 91730 Phone (909)948 -1311 Fax(909)948 -8464 * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** • TR 15709 • TEMPORARY DETENTION BASIN • PHASE 2 DEVELOPMENT PROTECTION FROM OFFSITE DRAINAGE AREA ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FILE NAME: CAAES94 \F1OODSC4 \ 1 WXRJI'.100 TIME/DATE OF STUDY: 11:40 8/ 4/1997 7 To_ LA-T= 7 - ** t*********************** t***** t*** t****** * * * * FLOW PROCESS FROM NODE 1.00 TO NODE 40.00 IS CODE = 1 M»UNIT- HYDROGRAPH ANALYSIS« << (UNIT- HYDROGRAPH ADDED TO STREAM #1) WATERCOURSE LENGTH = 5290.000 FEET LENGTH FROM CONC LNTRATION POINT TO CENTROID = 2858.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 90.000 FEET BASIN FACTOR = .030 WATERSHED AREA = 232.400 ACRES BASEFLOW = .000 CFS /SO_UARE -MILE WATERCOURSE "LAG" TIME = .243 HOURS CAUTION: LAG TIME IS LESS THAN .50 HOURS. THE 5 -KNJTE PERIOD UH MODEL (USED IN THIS COMPLM PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES. VALLEY(UNDDRDPED)/DESERT S -GRAPH SELECTED MAXIMUM WATERSHED LOSS RATE(]NWHOUR) _ .732 IOW LOSS FRACTION = .583 *HYDROGRAPH MODEL #1 SPECIFIED* SPECIFIED PEAK 5- 1INUTES RAINFALL(M)= .56 SPECIFIED PEAK 30- MINRM RAINFALL(INCH)= 1.15 SPECIFIED PEAK 1 -HOUR RAINFALL(INCH) = 1.50 SPECIFIED PEAK 3 -HOUR RAINFALL(INCH) = 2.70 SPECIFIED PEAK 6 -HOUR RAINFALL(INCH) = 3.95 SPECIFIED PEAK 24 -HOUR RAINFALL(INCH) = 9.20 PRECIPITATION DEPTH -AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .990 30 -MDVM FACTOR = .990 1 -HOUR FACTOR = .990 3 -HOUR FACTOR = .998 6 -HOUR FACTOR = .999 24 -HOUR FACTOR = 1.000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCFTYPAGE OF LAG -TIME = 34.326 RUNOFF HYDROGRAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 10.00 MODEL TIME(HOURS) FOR END OF RESULTS = 18.00 INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) 1 3.490 98.079 2 17.077 381.879 3 39.773 637.905 4 59.563 556.221 5 70.246 300.228 6 76.323 170.816 7 80.706 123.188 8 84.139 96.470 9 86.893 77.430 10 89.066 61.054 11 90.948 52.900 12 92.444 42.051 13 93.630 33.340 14 94.702 30.108 15 95.706 28.229 16 96.505 22.459 17 97.195 19.379 18 97.794 16.846 19 98.290 13.942 20 98.693 11.338 21 99.037 9.650 22 99.380 9.650 23 99.723 9.650 24 100.000 7.774 TOTAL STORM RAINFALL (INCHES) = 9.20 TOTAL SOIL- LOSS(INCHES) = 5.04 TOTAL EFFECTIVE RAINFAI4.(INCHES) = 4.15 TOTAL SOIL -LOSS VOLUME(ACRE -FEET) = 97.6333 ' TOTAAL STORM RUNOFF VOLUME(ACRE_FEET) = 80.4153 24 -HOUR STORM RUNOFF HYDROGRAPH HYDROGRAPH IN FIVE -AIV n IMVALS(CFS) TIME(HRS) V01D E(AF) O(CFS) 0. 125.0 250.0 375.0 500.0 10.083 21.4964 32.76 . 0 V 10.167 21.7231 32.93 . 0 V 10.250 21.9511 33.10 . 0 V 10.333 22.1803 33.28 . 0 .V 10.417 22.4107 33.45 . 0 .V 10.500 22.6423 33.64 . 0 .V 10.583 22.8753 33.82 . 0 .V 10.667 23.1096 34.02 . 0 .V 10.750 23.3452 34.21 . 0 .V 10.833 23.5821 34.41 . 0 .V 10.917 23.8205 34.61 . 0 .V 11.000 24.0603 34.82 . 0 .V 11.083 24.3015 35.03 . 0 V 11.167 24.5443 35.25 . 0 V 11.250 24.7885 35.47 . 0 V 11.333 25.0343 35.69 . 0 V 11.417 25.2817 35.92 . 0 V 11.500 25.5308 36.16 . 0 . V 11.583 25.7815 36.40 . 0 V 11.667 26.0339 36.65 . 0 V 11.750 26.2880 36.90 . 0 V 11.833 26.5440 37.17 . 0 V 11.917 26.8018 37.43 . 0 V 12.000 27.0615 37.71 0 V 12.083 27.3222 37.86 0 V 12.167 27.5813 37.62 0 V 12.250 27.8365 37.05 . 0 V 12.333 28.0885 36.59 . Q V 12.417 28.3399 36.50 . 0 V 12.500 28.5920 36.61 . 0 V 12.583 28.8453 36.78 . 0 V 12.667 29.1002 37.01 . 0 V 12.750 29.3569 37.27 . 0 V 12.833 29.6156 37.57 0 V 12.917 29.8766 37.90 0 V 13.000 30.1400 38.25 0 V 13.083 30.4061 38.63 0 V 13.167 30.6749 39.03 0 V 13.250 30.9466 39.45 0 V 13.333 31.2214 39.90 0 V 13.417 31.4994 40.37 0 V 13.500 31.7808 40.86 0 V 13.583 32.0658 41.38 0 V 13.667 32.3546 41.93 0 V 13.750 32.6474 42.51 0 V 13.833 32.9444 43.12 0 V 13.917 33.2457 43.75 0 V 14.000 33.5516 44.42 0 V (c e 14.083 14.167 14.250 14.333 14.417 14.500 14.583 14.667 14.750 14.833 14.917 15.000 15.083 15.167 15.250 15.333 15.417 15.500 15.583 15.667 15.750 15.833 15.917 16.000 16.083 16.167 16.250 16.333 16.417 16.500 16.583 16.667 16.750 16.833 16.917 17.000 17.083 17.167 17.250 17.333 17.417 17.500 17.583 17.667 17.750 17.833 17.917 18.000 33.8624 34.1778 34.4978 34.8228 35.1536 35.4907 35.8347 36.1862 36.5457 36.9140 37.2917 37.6798 38.0793 38.4914 38.9174 39.3593 39.8134 40.2662 40.7068 41.1441 41.6008 42.0978 42.6705 43.4093 44.6998 47.0279 50.0810 52.7056 54.3995 55.6007 56.6042 57.4898 58.2793 58.9840 59.6309 60.2167 60.7533 61.2600 61.7419 62.1895 62.6122 63.0128 63.3914 63.7506 64.0945 64.4287 64.7516 65.0564 45.12 0 45.80 0 46.46 0 47.19 0 48.03 0 48.95 0 49.95 0 51.03 0 52.20 0 . 53.47 0 54.85 0 56.35 0 58.01 0 59.83 0 61.87 0 64.15 0 65.94 0 65.76 0 63.96 0 63.50 0 66.31 0 72.16 0 83.16 0 107.27 0 . 187.38 V. 338.03 443.31 381.10 V 245.96 174.41 145.71 .0 128.60 0 114.63 0. 102.32 0 . 93.93 0 85.06 0 77.91 Q 73.57 0 69.97 0 64.99 0 61.38 0 58.17 0 54.98 0 52.15 0 49.93 0 48.52 0 46.89 Q 44.25 0 FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS OODE = 3 >>>>>MODEL FLOW - THROUGH DETENTION BASIN ROUPING< < <<< ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 THROUGH A FLOW- THROUGH DETENTION BASIN USING FIVE - MINUTE UNIT INTERVALS: V V . V . V . V . V . V . V. V V V V V. V. V. V. V V V V V .V .V 0 V V 0 V 0 V 0 0. V 0 V . V. V. V. V. V. V. V V V V .V .V .V .V .V .V .V .V FLOW PROCESS FROM NODE 40.00 TO NODE 40.00 IS OODE = 3 >>>>>MODEL FLOW - THROUGH DETENTION BASIN ROUPING< < <<< 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 OMRAGE(AF) _ .000 SPECIFIED DEAD STORAGE(AF) FILLED = .000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = .000 ✓ DETFIVTION BASIN CONSTANT LOSS RATE(CFS) = .00 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CE'S) (AF) 1 .00 .00 .000 2 1.00 16.90 .693 3 2.00 23.90 2.314 4 3.00 29.30 4.899 5 4.00 33.80 8.487 6 5.00 37.80 13.173 7 6.00 41.40 19.155 8 7.00 44.70 26.621 9 8.00 47.80 35.747 M INF1 N (STREAM 1) , V effective depth - -- (and volume) I 1 .....V........ detention ;< ->; outflow basin........ dead 1 basin outlet. V ; storaa_e OUTFLOW - (STREAM 1) BASIN ROUTING MODEL RFAlTS(5-+flNUrE INTERVALS): TIME DEAD - -STORAGE INFTOOW EFFECTIVE OUTFLOW FFEE(TIVE MRS) FILLED (AF) (CPS) DEFTH(FT) (CPS) VOLUME(AF) 14.083 .000 45.1 3.45 31.3 6.505 14.167 .000 45.8 3.48 31.4 6.604 14.250 .000 46.5 3.50 31.5 6.707 14.333 .000 47.2 3.53 31.6 6.814 14.417 .000 48.0 3.57 31.8 6.926 14.500 .000 49.0 3.60 31.9 7.044 14.583 .000 50.0 3.63 32.1 7.167 1 0001, 14.667 .000 51.0 3.67 32.2 7.296 **so 14.750 .000 52.2 3.71 32.4 7.433 14.833 .000 53.5 3.75 32.6 7.577 14.917 .000 54.8 3.79 32.8 7.729 15.000 .000 56.4 3.83 33.0 7.890 15.083 .000 58.0 3.88 33.2 8.061 PROCESS SUMMARY OF STORAGE: 15.167 .000 59.8 3.93 33.4 8.243 15.250 .000 61.9 3.99 33.6 8.438 t 15.333 .000 64.2 4.03 33.8 8.647 �; ! 15.417 .000 65.9 4.08 34.0 8.866 15.500 .000 65.8 4.13 34.2 9.084 15.583 .000 64.0 4.17 34.4 9.287 �L 15.667 .000 63.5 4.21 34.6 9.487 15.750 .000 66.3 4.26 34.7 9.704 15.833 .000 72.2 4.31 34.9 9.960 , 15.917 .000 83.2 4.38 35.2 1 7 10.291 16.000 .000 107.3 4.49 35.6 10.784 ' 16.083 .000 187.4 4.71 36.2 11.826 16.167 .000 338.0 5.12 37.4 13.896 �_ 16.250 .000 443.3 5.59 39.1 16.680 i 16.333 381.1 5.98 40.6 19.025 16.417 .000 .000 246.0 6.17 41.6 20.432 16.500 .000 174.4 6.29 42.2 21.343 " 16.583 .000 145.7 6.39 42.5 �� 22.053 16.667 .000 128.6 6.47 42.8 22.644 16.750 .000 114.6 6.53 43.1 23.137 16.833 .000 102.3 6.59 43.2 23.544 16.917 .000 93.9 6.63 43.4 23.892 17.000 .000 85.1 6.67 43.6 h 24.178 17.083 .000 77.9 6.70 43.7 ip 24.413 17.167 .000 73.6 6.73 43.8 J 24.619 17.250 .000 70.0 6.76K �� 43.9 24.799 17.333 .000 65.0 6.78 43.9 " 24.944 17.417 .000 61.4 6.79 44.0 25.063 17.500 17.583 .000 58.2 55.0 6.80 6.81 44.0 44.1 25.161 p 25.236 .000 17.667 .000 52.1 44.1 0 25.291 17.750 .000 49.9 Qt.83 25.331 �c 17.833 .000 48.5 6.83 44.1 25.362 17.917 .000 46.9 6.83 44.1 y ff� 18.000 .000 44.3 6.83 44.2 25.381 18.083 .000 39.7 6.83 X5:351 18.167 .000 39.2 6.83 44.1 25.317 18.250 .000 39.2 6.82 44.1 25.283 18.333 .000 39.2 6.82 44.1 25.249 18.417 .000 38.8 6.81 44.1 25.212 18.500 .000 38.3 6.81 44.1 25.173 18.583 .000 37.8 6.80 44.1 25.130 18.667 .000 37.3 6.79 44.0 25.084 18.750 .000 36.9 6.79 44.0 25.035 18.833 .000 36.4 6.78 44.0 24.982 18,917 .000 36.0 6.77 44.0 24.927 19.000 .000 35.5 6.77 43.9 24.870 19.083 .000 35.1 6.76 43.9 24.809 19.167 .000 34.7 6.75 43.9 24.746 19.250 .000 34.3 6.74 43.9 24.680 19.333 .000 34.0 6.73 43.8 24.612 19.417 .000 33.6 6.72 43.8 24.542 19.500 .000 33.3 6.71 43.8 24.470 19.583 .000 32.9 6.70 43.7 24.395 19.667 .000 32.6 6.69 43.7 24.319 19.750 .000 32.3 6.68 43.7 24.240 19.833 .000 32.0 6.67 43.6 24.160 19.917 .000 31.7 6.66 43.6 24.078 PROCESS SUMMARY OF STORAGE: 80.415 AF .000 AF (WDM 80.415 AF .000 AF t NON- BOMOGENRUS WATERSHED AREA AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -94 Advanced Engineering Software (aes) Ver. 2.1A Release Date: 6/01/94 License ID 1251 Analysis prepared by: Madole and Associates, Inc. of the Inland Empire 10601 Church Street, Suite 107 Rancho Cucamonga, Ca 91730 Phone (714) 948 -1311 Fax (909) 948 -8464 ** NCN- HOMOGEND3US WATERSHED AREA - AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC II: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 9.20 (inches) SOIL -DOVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 151.50 100.00 50. .820 .328 2 80.90 100.00 69. .566 .585 TOTAL AREA (Acres) = 232.40 AREA - AVERAGED LOSS RATE, Fm (in. /hr.) _ .732 AREA-AVERAGED IDW LOSS FRACTION, Y = .583 A A Storacre / Depth / Outflow Relationship��r���J Ole: C: \I7\MORNING1 I 45f ti i-��A /F e — ELEV ITEM ACTUAL ORIFICE/ S`MGE 0 WIDTH OF NO DEPTH WEIR DEPTH OPENING hl dia = 2 Ft $- [Ft] [FT] [AC -FT [CFS] A= nd /4 A = 3.14 SF 1338 0 Bottom of Det.Basin 0.0000 0.0 1339 1 Top of Standpipe 0.0000 0.0 1340 2 1 1 0.6932 16.9 1341 3 2 2 2.3141 23.9 1342 4 3 3 4.8988 29.3 1343 5 4 4 8.4867 33.8 1344 6 5 5 13.1728 37.8 1345 7 6 6 19.1548 41.4 1346 8 7 7 26.6213 44.7 1347 9 8 8 35.7472 47.8 Orifice Weir O=C A(2ah)'1 /2 C = 0.67 0 = CLH ^3/2 C = 2.8 - _7 -- 10 D Detention Basin Volume (_FILE:MORNING_1 TR 15709 8/1/97 JN 126 -1150 IIev Area 2 Area Avg Area h V aIIr"I. V (Ft) (Ac) (Ac) (Ac) (Ft) (Ac Ft) 1338.0 0.0000 Bottom of Det. Basin 0.0000 1.0 0.0000 1339.0 0.2409 Ton of Standpipe 0.0000 1.3863 0.6932 1.0 0.6932 1340.0 1.1454 0.6932 3.2418 1.6209 1.0 1.6209 1341.0 2.0964 2.3141 5.1695 2.5848 1.0 2.5848 1342.0 3.0731 4.8988 7.1757 3.5879 1.0 3.5879 1343.0 4.1026 8.4867 �,✓ 9.3723 4.6862 1.0 4.6862 1344.0 5.2697 13.1728 11.9639 5.9820 1.0 5.9820 1345.0 6.6942 19.1548 14.9331 7.4666 1.0 7.4666 1346.0 8.2389 26.6213 18.2517 9.1259 1.0 9.1259 1347.0 10.0128 35.7472 21 22 23 A A M HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F0515P WATER SURFACE PROFILE - TITLE CARD LISTING TR 15709 fFile:15709C1 LINE "A" DESIGN 0 = 0100 PAGE NO 3 ' DATE: 8/ 411997 TIME: 14:37 ® F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Yf11 Yf2) Y(3) Yf4) Y(5) Y(6) Yf7) Y(8) Y(9) Yf10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 4.00 CD 2 4 3.50 j CD 3 4 3.00 CD 4 4 2.50 CD 5 4 2.00 CD 6 4 1.75 CD 7 4 1.50 CD 8 2 0 0.00 4.50 3.00 0.00 CD 4 4 2.25 li -_ _ , , F0515P PAGE NO 2 f WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV I 852.00 6.40 1 15.70 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 867.00 7.54 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 913.00 11.04 1 0.013 0.00 60.00 0.00 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.95 12.00 1 0.013 0.00 42.00 0.00 0 ELEMENT NO 5 IS A JUNCTION x x * * x x * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1020.45 12.05 1 5 0 0.013 15.3 0.0 13.05 0.00 45.00 0.00 ' ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1035.34 12.19 1 0.013 0.00 48.00 0.00 0 I I ELEMENT NO 7 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1382.48 15.45 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1387.98 15.50 1 0.013 0.00 0.00 0.00 1 '.1 ELEMENT NO 9 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1455.92 15.83 1 0.013 0.00 90.00 0.00 0 ELEMENT NO 10 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1465.15 15.87 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 11 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1535.84 16.21 1 0.013 0.00 90.00 0.00 0 ELEMENT NO 12 IS A REACH z z * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1605.42 16.54 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 13 IS A JUNCTION * * * * * x * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 164 16.64 3 14. 2 16. 4 1 0 0.013 26.5 0.0 17.39 0.00 30.00 0.00 F0515P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1723.34 17.25 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 15 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1751.00 17.40 1 0.013 0.00 26.00 0.00 0 ELEMENT NO 16 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1757.00 18.40 3 9 0 0.013 18.6 0.0 19.03 0.00 51.00 0.00 ELEMENT NO 17 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1794.03 19.31 3 0.013 0.00 64.00 0.00 0 ELEMENT NO 18 IS A REACH * * x U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1850.00 20.69 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 19 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2068.03 26.71 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 20 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2106.47 27.77 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 21 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2111.13 27.82 3 0.013 0.00 0.00 0.00 1 ELEMENT NO 22 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2115.13 27.87 3 0.013 0.00 30.00 0.00 0 ELEMENT NO 23 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2180.13 33.50 3 0.018 0.00 0.00 0.00 0 ELEMENT NO 24 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 2180.13 33.50 8 0.200 ELEMENT NO 25 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 2180.13 33.50 8 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HOWKDS. W.S.ELEV = INV + DC LICENSEE: MADOLE & ASSOCIATES (R.C.) F0515P PAGE 1 WATER SURFACE PROFILE LISTING r TR 15709 (File:15709C1 LINE 'A' DESIGN 0 = 0100 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR xz: xxxxxzxzxxxzxx: xx: xxxxxxxxzxzxxxxxxxxxxxxxxxz: zxxxxxxxxxzxxzzzzxx: xzxxxxx: xxxxxxxxxxxzxxxxxxzxxxxzxzxxxxxzxxzxxxxxxxxxxxxxxxxzxx 852.00 6.40 9.300 15.700 112.1 8.92 1.236 16.936 0.00 3.199 4.00 0.00 0.00 0 0.00 15.00 0.07600 .006090 0.09 1.456 0.00 867.00 7.54 8.251 15.791 112.1 8.92 1.236 17.027 0.00 3.199 4.00 0.00 0.00 0 0.00 46.00 0.07609 .006090 0.28 1.455 0.00 913.00 11.04 5.233 16.273 112.1 8.92 1.236 17.509 0.00 3.199 4.00 0.00 0.00 0 0.00 101.95 0.00942 .006090 0.62 2.716 0.00 1014.95 12.00 5.063 17.063 112.1 8.92 1.236 18.299 0.00 3.199 4.00 0.00 0.00 0 0.00 JUNCT STR 0.00909 .005315 0.03 0.00 1020.45 12.05 5.541 17.591 96.8 7.70 0.921 18.512 0.00 2.982 4.00 0.00 0.00 0 0.00 14.89 0.00940 .004541 0.07 2.454 0.00 1035.34 12.19 5.603 17.793 96.8 7.70 0.921 18.714 0.00 2.982 4.00 0.00 0.00 0 0.00 330.50 0.00939 .004510 1.49 2.455 0.00 1365.84 15.29 4.000 19.294 96.8 7.70 0.921 20.215 0.00 2.982 4.DO 0.00 0.00 0 0.00 16.64 0.00939 .004255 0.07 2.455 0.00 1382.48 15.45 3.901 19.351 96.8 7.75 0.933 20.284 0.D0 2.982 4.00 0.00 0.00 0 0.00 5.50 0.00909 .004006 0.02 2.481 0.00 1387.98 15.50 3.867 19.367 96.8 7.78 0.941 20.308 0.DO 2.982 4.00 0.00 0.00 0 0.00 67.94 0.00486 .003956 0.27 3.165 0.00 1455.92 15.83 3.785 19.615 96.8 7.87 0.961 20.576 0.00 2.982 4.00 0.00 0.00 0 O.00 9.23 0.00433 .003928 0.04 3.370 0.00 1465.15 15.87 3.780 19.650 96.8 7.87 0.962 20.612 0.00 2.982 4.00 0.00 0.00 0 0.00 70.69 0.00481 .003933 0.28 3.180 0.00 LICENSEE: MADOLE 8 ASSOCIATES (R.C.) F0515F PAGE 2 WATER SURFACE PROFILE LISTING TR 15709 (File:15709C1 LINE "A" DESIGN 0 = 0100 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxzxxxxxxxxxzxxxxxxzxxxzxxxxxxxxzxxxxxxxxzxxxxzxxzxxxxxxxxxxxxxxxxxxxxxxxxxxxzxxxxxxxzzxxxxzxzxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 1535.84 16.21 3.690 19.900 96.8 7.99 0.991 20.891 0.00 2.982 4.00 0.00 0.00 0 0.00 69.58 0.00474 .003967 0.28 3.203 0.00 1605.42 16.54 3.602 20.142 96.8 8.12 1.024 21.166 0.00 2.982 4.00 0.00 0.00 0 0.00 JUNCT STR 0.01111 .003196 0.03 0.00 1614.42 16.64 4.310 20.950 70.3 5.59 0.486 21.436 0.00 2.535 4.00 0.00 0.00 0 0.00 96.64 0.00560 .002379 0.23 2.358 0.00 1711.06 17.18 4.000 21.181 70.3 5.59 0.486 21.667 0.00 2.535 4.00 0.00 0.00 0 0.00 12.28 0.00560 .002281 0.03 2.358 0.00 1723.34 17.25 3.956 21.206 70.3 5.61 0.488 21.694 0.00 2.535 4.00 0.00 0.00 0 0.00 2.01 0.00542 .002190 0.00 2.383 0.00 1725.35 17.26 3.947 21.208 70.3 5.61 0.488 21.696 0.00 2.535 4.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1725.35 17.26 1.561 18.822 70.3 15.48 3.722 22.544 0.00 2.535 4.00 0.00 0.00 0 0.00 9.58 0.00542 .023959 0.23 2.383 0.00 1734.93 17.31 1.530 18.843 70.3 15.89 3.923 22.766 0.00 2.535 4.00 0.00 0.00 0 0.00 16.07 0.00542 .026557 0.43 2.383 0.00 1751.00 17.40 1.478 18.878 70.3 16.67 4.313 23.191 0.00 2.535 4.00 0.00 0.00 0 0.00 JUNCT STR 0.16667 .026948 0.16 0.00 1757.00 18.40 1.473 19.873 51.7 14.98 3.483 23.356 0.00 2.339 3.00 0.00 0.00 0 0.00 37.03 0.02457 .025892 0.96 1.490 0.00 1794.03 19.31 1.463 20.773 51.7 15.11 3.544 24.317 0.00 2.339 3.00 0.00 0.00 0 0.00 Admk 55.97 0.02466 .026963 1.51 1.490 0.00 LICENSEE: MADOLE & ASSOCIATES (R.C.) F0515P PAGE 3 WATER SURFACE PROFILE LISTING �. TR 15709 [File:15709C] �r LINE T DESIGN 0 = 0100 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LIELEM SO SF AVE HF NORM DEPTH ZR 111 *111x11 1111 * 1111x* 1x1 **1x11 III 111* 1x11111x*11** 1x1**** A****1 zxx 1 ***1***A*111z1 1850.00 20.69 1.439 22.129 51.7 15.43 3.698 25.827 0.00 2.339 3.00 0.00 0.00 0 0.00 76.57 0.02761 .027849 2.13 1.440 0.00 1926.57 22.80 1.435 24.239 51.7 15.48 3.721 27.960 0.00 2.339 3.00 0.00 0.00 0 0.00 141.46 0.02761 .029874 4.23 1.440 0.00 2068.03 26.71 1.383 28.093 51.7 16.24 4.094 32.187 0.00 2.339 3.00 0.00 0.00 0 0.00 38.44 0.02757 .033087 1.27 1.440 0.00 2106.47 27.77 1.353 29.123 51.7 16.72 4.338 33.461 0.00 2.339 3.00 0.00 0.00 0 0.00 4.66 0.01073 .035103 0.16 1.934 0.00 2111.13 27.82 1.337 29.157 51.7 16.97 4.470 33.627 0.00 2.339 3.00 0.00 0.00 0 0.00 4.00 0.01250 .036417 0.15 1.837 0.00 2115.13 27.87 1.325 29.195 51.7 17.18 4.581 33.776 0.00 2.339 3.00 0.00 0.00 0 0.00 3.83 0.08661 .070230 0.27 1.252 0.00 2118.96 28.20 1.332 29.534 51.7 17.05 4.512 34.046 0.00 2.339 3.00 0.00 0.00 0 0.00 16.90 0.08661 .065305 1.10 1.252 0.00 2135.86 29.67 1.382 31.048 51.7 16.25 4.102 35.150 0.00 2.339 3.00 0.00 0.00 0 0.00 11.00 0.08661 .057437 0.63 1.252 0,00 2146.86 30.62 1.434 32.052 51.7 15.50 3.729 35.781 0.00 2.339 3.00 0.00 0.00 0 0.00 7.90 0.08661 .050537 0.40 1 0.00 2154.76 31.30 1.488 32.790 51.7 14.78 3.390 36.180 0.00 2.339 3.00 0.00 0.00 0 0.00 5.96 0.08661 .044495 0.27 1.252 0.00 2160.72 31.82 1.545 33.364 51.7 14.09 3.082 36.446 0.00 2.339 3.00 0.00 0.00 0 0.00 4.64 0.08661 .039212 0.18 1.252 0.00 LICENSEE: MADOLE 6 ASSOCIATES (R.C.) F0515P PAGE 4 WATER SURFACE PROFILE LISTING TR 15709 (File:15709CI LINE "A" DESIGN 0 = 0100 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR *21* A A Alt *1 A Mk A I******* **It AAA *11* A ***IA *1**Il *12 *11**** A **Alt** *t* *A* **A***** A *2*2 ***** **** *** *1 2165.36 32.22 1.605 33.826 51.7 13.43 2.802 36.628 0.00 2.339 3.00 0.00 0.00 0 0.00 3.71 0.08661 .034579 0.13 1.252 0.00 2169.07 32.54 1.667 34.209 51.7 12.81 2.547 36.756 0.00 2.339 3.00 0.00 0.00 0 0.00 2.93 0.08661 .030527 0.09 1.252 0.00 2172.00 32.80 1.734 34.530 51.7 12.21 2.315 36.845 0.00 2.339 3.00 0.00 0.00 0 0.00 2.35 0.08661 .026989 0.06 1.252 0.00 2174.35 33.00 1.804 34.804 51.7 11.64 2.104 36.908 0.00 2.339 3.00 0.00 0.00 0 0.00 1.88 0.08661 .023887 0.04 1.252 0.00 2176.23 33.16 1.878 35.040 51.7 11.10 1.914 36.954 0.00 2.339 3.00 0.00 0.00 0 0.00 1.45 0.08661 .021178 0.03 1.252 0.00 2177.68 33.29 1.957 35.244 51.7 10.58 1.739 36.983 0.00 2.339 3.00 0.00 0.00 0 0.00 1.09 0.08661 .018812 0.02 1.252 0.00 2178.77 33.38 2.041 35.423 51.7 10.09 1.581 37.004 0.00 2.339 3.00 0.00 0.00 0 0.00 0.75 0.08661 .016753 0.01 1.252 0.00 2179.52 33.45 2.132 35.580 51.7 9.62 1.438 37.018 0.00 2.339 3.00 0.00 0.00 0 0.00 0.46 0.08661 .014967 0.01 1.252 0.00 2179.98 33.49 2.230 35.717 51.7 9.17 1.307 37.024 0.00 2.339 3.00 0.00 0.00 0 0.00 0.15 0.08661 .013423 0.00 1.252 0.00 2180.13 33.50 2.339 35.839 51.7 8.74 1.187 37.026 0.00 2.339 3.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 2180.13 33.50 3.693 37.193 51.7 4.67 0.338 37.531 0.00 2.098 4.50 3.00 0.00 0 0.00