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exam 2 hydrology - x k(hr c0 c1 c2 0.2 10 0.09 0.45 Time(hr...

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x k(hr) c0 c1 c2 delta T (hr) 0.2 10 0.09 0.45 0.45 6 Time (hr) Inflow (cfs) c0*I2 c1*I1 c2*O1 Outflow (cfs) 0:00 20 0 0 0 20 6:00 30 2.73 9.09 9.09 20.91 12:00 60 5.45 13.64 9.5 28.6 18:00 0 27.27 13 40.27
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area (mi^2) 8 Time (min) UH (mi^2/min) TC (HR) TL (HR) TR (HR) TP (HR) B (HR) TB (HR) QP (CFS) 0.00 0.00 1.00 0.60 0.17 0.68 1.14 1.82 5666.34 1.00 8.00 1.00 0.60 0.33 0.77 1.28 2.05 5050.43 2.00 4.00 1.00 0.60 0.50 0.85 1.42 2.27 4555.29 3.00 2.67 1.00 0.60 0.67 0.93 1.56 2.49 4148.57 4.00 2.00 1.00 0.60 0.83 1.02 1.70 2.71 3808.52 6.00 1.33 1.00 0.60 1.00 1.60 6453.33 7.00 1.14 1.00 0.60 1.00 1.60 6453.33 1.00 8.00 1.00 1.00 9.00 0.89 1.00 10.00 0.80 1.00 7.00 8.00 UH 3D Graph
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0.00 1.00 2.00 3.00 4.00 6.00 7.00 8.00 9.00 10.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00
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Ten min is appropriate because anything less than that will have a smaller flow rate than that of the flow rate at ten minutes as can be seen from the chart below. I believe that having 10min may have been right because having less than 10min; throughtout m a smaller flow rate than that of the flow rate at ten minutes as can be seen from the chart below.
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Time (min) UH (mi^2/min) TC (hr) TL (hr) TR (hr) TP (hr) B (hr) TB (hr) QP (cfs) 0.00 0.00 1.00 0.60 0.17 0.68 1.14 1.82 5666.34 1.00 8.00 1.00 0.60 0.33 0.77 1.28 2.05 5050.43 2.00 4.00 1.00 0.60 0.50 0.85 1.42 2.27 4555.29 3.00 2.67 1.00 0.60 0.67 0.93 1.56 2.49 4148.57 4.00 2.00 1.00 0.60 0.83 1.02 1.70 2.71 3808.52 5.00 1.60 1.00 0.60 1.00 1.10 1.84 2.94 3520.00 6.00 1.33 1.00 0.60 1.00 1.10 1.84 2.94 3520.00 7.00 1.14 1.00 0.60 1.00
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