Discharge (m³/s) 80 70 60 50 40 30 20 10 O O 0.5 1 1.5 2 2.5 Time (hr) Figure 5. Unit Hydrograph of duration 'd' for Concepcion basin. 3 t (hr) 0 1 2 3 4 3.5 Q (m³/s) 0 34.5 69 34.5 0 4

Structural Analysis
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Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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HYDROLOGY CIVIL ENGINEERING
From the Hydrograph in Figure 5, prove that it is indeed a Unit Hydrograph for Concepcion basin
a. Compute the volume of discharge over the watershed (m³) by computing the area under the hydrograph using
Trapezoidal Rule. (or simply find the area of the triangle since the hydrograph is symmetric)
Transcribed Image Text:From the Hydrograph in Figure 5, prove that it is indeed a Unit Hydrograph for Concepcion basin a. Compute the volume of discharge over the watershed (m³) by computing the area under the hydrograph using Trapezoidal Rule. (or simply find the area of the triangle since the hydrograph is symmetric)
Discharge (m³/s)
80
70
60
50
40
30
20
10
O
O
0.5
1
1.5
2
2.5
Time (hr)
Figure 5. Unit Hydrograph of duration 'd' for Concepcion basin.
3
t (hr)
0
1
2
3
4
3.5
Q (m³/s)
0
34.5
69
34.5
0
4
Transcribed Image Text:Discharge (m³/s) 80 70 60 50 40 30 20 10 O O 0.5 1 1.5 2 2.5 Time (hr) Figure 5. Unit Hydrograph of duration 'd' for Concepcion basin. 3 t (hr) 0 1 2 3 4 3.5 Q (m³/s) 0 34.5 69 34.5 0 4
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