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The ordinates of a 6-h unit hydrograph are as given below: 0 6 12 18 24 30 36 42 48 54 60 Time (h) ordinate of 6-h UH (m'/s) 0 20 60 150 120 90 66 50 66 32 20 10 0 If two storms, each of 1-cm rainfall excess and 6-h duration occur in succession, calcu- late the resulting hydrograph of flow. Assume base flow to be uniform at 10 m'/s.

The ordinates of a 6-h unit hydrograph are as given below: 0 6 12 18 24 30 36 42 48 54 60 Time (h) ordinate of 6-h UH (m'/s) 0 20 60 150 120 90 66 50 66 32 20 10 0 If two storms, each of 1-cm rainfall excess and 6-h duration occur in succession, calcu- late the resulting hydrograph of flow. Assume base flow to be uniform at 10 m'/s.

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 ordinates of a 6-h unit hydrograph are as given below: 0 6 12 18 24 30 36 42 48 54 60 66 Time (h) ordinate of 6-h UH (m/s) 0 20 60 150 120 90 66 50 32 20 10 0 If two storms, each of 1-cm rainfall excess and 6-h duration occur in succession, calcu- late the resulting hydrograph of flow. Assume base flow to be uniform at 10 m/s.
Transcribed Image Text:The ordinates of a 6-h unit hydrograph are as given below: 0 6 12 18 24 30 36 42 48 54 60 66 Time (h) ordinate of 6-h UH (m/s) 0 20 60 150 120 90 66 50 32 20 10 0 If two storms, each of 1-cm rainfall excess and 6-h duration occur in succession, calcu- late the resulting hydrograph of flow. Assume base flow to be uniform at 10 m/s.
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