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Problem 1 The excess rainfall and direct runoff recorded for a storm are as follows: Time (h) 4 6 7 Excess rainfall (in) 1.0 2.0 1.0 Direct runoff (cfs) 10 120 400 560 500 450 250 100 S0 Calculate the one-hour unit hydrograph.

Problem 1 The excess rainfall and direct runoff recorded for a storm are as follows: Time (h) 4 6 7 Excess rainfall (in) 1.0 2.0 1.0 Direct runoff (cfs) 10 120 400 560 500 450 250 100 S0 Calculate the one-hour unit hydrograph.

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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Problem 1 The excess rainfall and direct runoff recorded for a storrm are as follows: Time (h) 2 4 6 Excess rainfall (in) 1.0 2.0 1.0 Direct runoff (cfs) 10 120 400 560 500 450 250 100 50 Calculate the one-hour unit hydrograph. 9
Transcribed Image Text:Problem 1 The excess rainfall and direct runoff recorded for a storrm are as follows: Time (h) 2 4 6 Excess rainfall (in) 1.0 2.0 1.0 Direct runoff (cfs) 10 120 400 560 500 450 250 100 50 Calculate the one-hour unit hydrograph. 9
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