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In a 350-ha watershed, the CN value was assessed as 70 for AMC-III. a) Estimate the value of direct runoff volume for the following 4 days of rainfall. The AMC on July 1st was category III. Use standard SCS-CN equations. Date Jul-02 Jul-03 Jul-01 50 Rainfall (mm) 20 30 b) What would be the runoff volume if the CN III value were 80? Jul-04 18

In a 350-ha watershed, the CN value was assessed as 70 for AMC-III. a) Estimate the value of direct runoff volume for the following 4 days of rainfall. The AMC on July 1st was category III. Use standard SCS-CN equations. Date Jul-02 Jul-03 Jul-01 50 Rainfall (mm) 20 30 b) What would be the runoff volume if the CN III value were 80? Jul-04 18

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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8. In a 350-ha watershed, the CN value was assessed as 70 for AMC-III. a) Estimate the value of direct runoff volume for the following 4 days of rainfall. The AMC on July 1st was category III. Use standard SCS-CN equations. Jul-03 30 Date Jul-01 Jul-02 Rainfall (mm) 50 20 b) What would be the runoff volume if the CN III value were 80? Jul-04 18
Transcribed Image Text:8. In a 350-ha watershed, the CN value was assessed as 70 for AMC-III. a) Estimate the value of direct runoff volume for the following 4 days of rainfall. The AMC on July 1st was category III. Use standard SCS-CN equations. Jul-03 30 Date Jul-01 Jul-02 Rainfall (mm) 50 20 b) What would be the runoff volume if the CN III value were 80? Jul-04 18
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