Determine the ordinates of the direct runoff of the effective rainfall hyetograph shown in Figure 3.9 .

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Determine the ordinates of the direct runoff of the effective rainfall hyetograph shown in Figure 3.9 . The ordinates of 10-minute UH of the considered watershed are given in Table 3.13 (column 2).

Figure 3.9

Table 3.13

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Determine the ordinates of the direct runoff of the effective rainfall hyetograph shown in Figure 3.9 .

Question:

Rainfall intensity (cm/h) 2.5 2.0 1.5. 1.0 0.5 50 100 Time (min) Excess rainfall hyetograph 350 300 250 200 150 F100 50 +0 150 Direct runoff hydrograph Runoff rate (cms)

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Table 313 At first the depth of the excess rainfall produced during each of the ...View the full answer

Water Systems Analysis Design, And Planning Urban Infrastructure

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