The ordinates of a 6h-UH are given: A storm has three successive 6-h intervals of rainfall magnitude of 3.0, 5.0, and 4.0 cm, respectively. Assuming a φ-index of 0.20 cm/hr and a base flow of 30m3/s, determine the plot of the resulting hydrograph of flow. Hint: Note that the storms follow a certain sequence: The 3cm rain is followed by the 5cm rain and then the 4cm rain, all of which are 6 hours in duration. The ordinates of the 5-cm DRH are lagged by 6 hours and the 4-cm DRH is lagged by 12 hrs. Using the method of superposition, the ordinates of the resulting 12cm hydrograph is obtained by combining the ordinates of the 3 DRHs.

Structural Analysis
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Chapter2: Loads On Structures
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The ordinates of a 6h-UH are given:

A storm has three successive 6-h intervals of rainfall magnitude of 3.0, 5.0, and 4.0 cm, respectively. Assuming a φ-index of 0.20 cm/hr and a base flow of 30m3/s, determine the plot of the resulting hydrograph of flow.

Hint: Note that the storms follow a certain sequence: The 3cm rain is followed by the 5cm rain and then the 4cm rain, all of which are 6 hours in duration. The ordinates of the 5-cm DRH are lagged by 6 hours and the 4-cm DRH is lagged by 12 hrs. Using the method of superposition, the ordinates of the resulting 12cm hydrograph is obtained by combining the ordinates of the 3 DRHs.

Time (h)
6-h UH
ordinates (m³/s)
3
150
250
450
12
600
18
800
24
700
30
600
36
450
42
320
48
200
54
100
60
50
66
Transcribed Image Text:Time (h) 6-h UH ordinates (m³/s) 3 150 250 450 12 600 18 800 24 700 30 600 36 450 42 320 48 200 54 100 60 50 66
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