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For a precipitation event in a watershed of interest, Table 1 shows the Unit Hydrograph for the watershed on the left, and the excess rainfall at times 1, 2, and 3 on the right. Using the convolution method, find the direct and total runoff from the watershed. Assume the watershed has a constant baseflow of 8 ft³/sec. Table 1. Excess rainfall and Unit Hydrograph Unit Excess Time Time Hydrograph Rainfall (hrs) (ft³/(sec*in)) (hrs) (in) 1 36 1 0.3 2 92 2 0.2 3 63 3 1.1 4 18 5 5

For a precipitation event in a watershed of interest, Table 1 shows the Unit Hydrograph for the watershed on the left, and the excess rainfall at times 1, 2, and 3 on the right. Using the convolution method, find the direct and total runoff from the watershed. Assume the watershed has a constant baseflow of 8 ft³/sec. Table 1. Excess rainfall and Unit Hydrograph Unit Excess Time Time Hydrograph Rainfall (hrs) (ft³/(sec*in)) (hrs) (in) 1 36 1 0.3 2 92 2 0.2 3 63 3 1.1 4 18 5 5

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For a precipitation event in a watershed of interest, Table 1 shows the Unit Hydrograph for the watershed on the left, and the excess rainfall at times 1, 2, and 3 on the right. Using the convolution method, find the direct and total runoff from the watershed. Assume the watershed has a constant baseflow of 8 ft³/sec. Table 1. Excess rainfall and Unit Hydrograph Unit Excess Time Time Hydrograph Rainfall (hrs) (ft³/(sec*in)) (hrs) (in) 1 36 1 0.3 2 92 2 0.2 3 63 3 1.1 4 18 5 5
Transcribed Image Text:For a precipitation event in a watershed of interest, Table 1 shows the Unit Hydrograph for the watershed on the left, and the excess rainfall at times 1, 2, and 3 on the right. Using the convolution method, find the direct and total runoff from the watershed. Assume the watershed has a constant baseflow of 8 ft³/sec. Table 1. Excess rainfall and Unit Hydrograph Unit Excess Time Time Hydrograph Rainfall (hrs) (ft³/(sec*in)) (hrs) (in) 1 36 1 0.3 2 92 2 0.2 3 63 3 1.1 4 18 5 5
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