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HOMEWORK3-1 - TIME(hrs 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0...

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TIME Q (hrs) (cfs) 4.0 90 4.5 65 5.0 50 5.5 40 6.0 32 6.5 27 7.0 21 7.5 20 8.0 60 8.5 250 9.0 1500 9.5 6000 10.0 6800 10.5 6200 11.0 5200 11.5 3900 12.0 2000 12.5 1300 13.0 800 13.5 490 14.0 300 14.5 220 15.0 180 15.5 150 16.0 110 16.5 90 17.0 80 17.5 70 18.0 60 18.5 52 19.0 50 19.5 42 20.0 40 20.5 35 21.0 31 21.5 30 22.0 27 22.5 25 23.0 22 23.5 19 24.0 17
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TIME Q Baseflow 2-hr UH 2 hr lag 4 hr lag 6 hr lag 8 hr lag sum avg (hrs) (cfs) (cfs) (cfs) 4.0 90 4.5 65 5.0 50 5.5 40 6.0 32 6.5 27 7.0 21 7.5 20 0 0 0 8.0 60 40 20 20 8.5 250 230 115 0 115 800 9.0 1500 1480 740 20 760 1630 9.5 6000 5980 2990 115 0 3105 2865 10.0 6800 6780 3390 740 20 4150 4190 10.5 6200 6180 3090 2990 115 0 6195 5665 11.0 5200 5180 2590 3390 740 20 6740 6590 11.5 3900 3880 1940 3090 2990 115 0 8135 7515 12.0 2000 1980 990 2590 3390 740 20 7730 7896 12.5 1300 1280 640 1940 3090 2990 115 8775 8327 13.0 800 780 390 990 2590 3390 740 8100 8200 13.5 490 470 235 640 1940 3090 2990 8895 8317.5 14.0 300 280 140 390 990 2590 3390 7500 8165 14.5 220 200 100 15.0 180 160 80 15.5 150 130 65 16.0 110 90 45 16.5 90 17.0 80 17.5 70 18.0 60 18.5 52 19.0 50 19.5 42 20.0 40 20.5 35 21.0 31 21.5 30 22.0 27 22.5 25 23.0 22 23.5 19 24.0 17
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direct runoff 1627200 ft^3 volume of losses 0.8 in 0.07 ft phi-index 0.11 in/hr A) 0.01 ft/hr 2-hr unit hydrograph i=.5 in/hr depth 0 ft total precipitation 2.75 in 0.23 ft 0.0 5.0 10.0 15.0 20.0 25.0 30.0 0 1000 2000 3000 4000 5000 6000 7000 8000 Question 2 Hydrograph Time (hr) Discharge (cfs) 5.0 7.0 9.0 11.0 13.0 15.0 17.0 0 1000 2000 3000 4000 5000 6000 7000 8000 Question 2 DRO Hydrograph Time (hr) Discharge (cfs)
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5.0 7.0 9.0 11.0 13.0 15.0 17.0 0 1000 2000 3000 4000 5000 6000 7000 8000 Question 2 DRO Hydrograph Time (hr) Discharge (cfs) 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 0 500 1000 1500 2000 2500 3000 3500 4000 2-hr Unit Hydrograph Time (hr) Q (cfs)
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7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5 14.0 0 1000 2000
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