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a watershed is given below. Plot the direct runoff hydrograph and determine the total runoff from this watershed for the storm pattern given. Time (hr) 1 2 3 4 7 8 Rainfall (mm) 8.5 12 15.5 10.2 6.3 4.7 UH (cms) 2.5 37.5 25 12.5 8.5 6 Abstractions (mm/hr) 5.1 3.9 2.1 1.8 1.7 1.6 50 25

a watershed is given below. Plot the direct runoff hydrograph and determine the total runoff from this watershed for the storm pattern given. Time (hr) 1 2 3 4 7 8 Rainfall (mm) 8.5 12 15.5 10.2 6.3 4.7 UH (cms) 2.5 37.5 25 12.5 8.5 6 Abstractions (mm/hr) 5.1 3.9 2.1 1.8 1.7 1.6 50 25

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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The 1-hr unit hydrograph for a watershed is given below. Plot the direct runoff hydrograph and determine the total runoff from this watershed for the storm pattern given. Time (hr) 1 4 5 6 7. Rainfall (mm) 8.5 15.5 10.2 6.3 4.7 UH (cms) 2.5 25 50 37.5 25 12.5 8.5 6 Abstractions (mm/hr) 5.1 3.9 2.1 1.8 1.7 1.6 3. 12
Transcribed Image Text:The 1-hr unit hydrograph for a watershed is given below. Plot the direct runoff hydrograph and determine the total runoff from this watershed for the storm pattern given. Time (hr) 1 4 5 6 7. Rainfall (mm) 8.5 15.5 10.2 6.3 4.7 UH (cms) 2.5 25 50 37.5 25 12.5 8.5 6 Abstractions (mm/hr) 5.1 3.9 2.1 1.8 1.7 1.6 3. 12
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