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The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft'/s at 40 minutes and a total duration of 90 minutes. Compute the streamflow hydrograph from this watershed for a rainstorm in which 2.1 inches of rain falls in the first 10 minutes and 1.1 inches in the second 10 minutes based on the assumption that the loss rate is p= 0.6 inches/hour and the base flow rate is 20 ft/s.

The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft'/s at 40 minutes and a total duration of 90 minutes. Compute the streamflow hydrograph from this watershed for a rainstorm in which 2.1 inches of rain falls in the first 10 minutes and 1.1 inches in the second 10 minutes based on the assumption that the loss rate is p= 0.6 inches/hour and the base flow rate is 20 ft/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 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft'/s at 40 minutes and a total duration of 90 minutes. Compute the streamflow hydrograph from this watershed for a rainstorm in which 2.1 inches of rain falls in the first 10 minutes and 1.1 inches in the second 10 minutes based on the assumption that the loss rate is p= 0.6 inches/hour and the base flow rate is 20 ft'/s.
Transcribed Image Text:The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft'/s at 40 minutes and a total duration of 90 minutes. Compute the streamflow hydrograph from this watershed for a rainstorm in which 2.1 inches of rain falls in the first 10 minutes and 1.1 inches in the second 10 minutes based on the assumption that the loss rate is p= 0.6 inches/hour and the base flow rate is 20 ft'/s.
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