Civil Engineering.xlsx - Problem XI Time(hr 0 4 8 12 16 20 24 Inflows(cfs 2 4 8 16 12 6 3 We know that Q2 = Co x I2 for initial Q1 = I1 A0 = C0 = H T =

# Civil Engineering.xlsx - Problem XI Time(hr 0 4 8 12 16 20...

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Problem XI Time (hr) Inflows (cfs) Q Ofifice Area (Ao) 0 2 2 Q1 11.17 4 4 2.48 Q2 13.86 8 8 7.44 Q3 41.57 12 16 17.36 Q4 96.99 16 12 24.8 Q5 138.56 20 6 28.52 Q6 159.35 24 3 30.38 Q7 169.74 We know that: Q2 = Co x I2 for initial Q1 = I1 A0 = C0 = 0.62 H ∆T = 2 hours Basin Dimensions: Length 100 m 97 Width 200 m 197 Depth (H) - feet 6 5.5 Evacuation capacity = 33491 m3 Construction Dimension Storage Dimensions
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Time (hr) Inflows (cfs) Q 0 2 2 Q1 11.17 4 4 2.48 Q2 13.86 8 8 7.44 Q3 41.57 12 16 17.36 Q4 96.99 16 12 24.8 Q5 138.56 20 6 28.52 Q6 159.35 24 3 30.38

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• Fall '14
• LuisDavidGarcia-Puente
• Statistics, 2 hours, Inch, 100 m, 200 m, 0.0000006 6ft