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A triangular direct run off hydrograph due to a storm has a time base of 90 hour. The peak flow of 60 m³/s occurs at 20 hours from the start of the storm. The area of catchment is 300 km2. The rainfall excess of the storm (cm) is

A triangular direct run off hydrograph due to a storm has a time base of 90 hour. The peak flow of 60 m³/s occurs at 20 hours from the start of the storm. The area of catchment is 300 km2. The rainfall excess of the storm (cm) is

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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Triangular hydrograph

A triangular direct run off hydrograph due to a storm has a time base of 90 hour. The peak flow of 60 m³/s occurs at 20 hours from the start of the storm. The area of catchment is 300 km². The rainfall excess of the storm (cm) is
Transcribed Image Text:A triangular direct run off hydrograph due to a storm has a time base of 90 hour. The peak flow of 60 m³/s occurs at 20 hours from the start of the storm. The area of catchment is 300 km². The rainfall excess of the storm (cm) is
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