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GF Q2: Estimate the peak flowrate for a catchment which has an area of 10 km². The length and slope of the longest flow path in the catchment is 1420 m and 0.005, respectively. The maximum depth of rainfall with a 25-year return period is as below, assuming the runoff coefficient as 0.3. Duration (min) Depth of rainfall (mm) 5 12 67018 10 23 بملامة 20 40 40 60 1497 * 1420 30 55

GF Q2: Estimate the peak flowrate for a catchment which has an area of 10 km². The length and slope of the longest flow path in the catchment is 1420 m and 0.005, respectively. The maximum depth of rainfall with a 25-year return period is as below, assuming the runoff coefficient as 0.3. Duration (min) Depth of rainfall (mm) 5 12 67018 10 23 بملامة 20 40 40 60 1497 * 1420 30 55

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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G F Q2: Estimate the peak flowrate for a catchment which has an area of 10 km². The length and slope of the longest flow path in the catchment is 1420 m and 0.005, respectively. The maximum depth of rainfall with a 25-year return period is as below, assuming the runoff coefficient as 0.3. Duration (min) Depth of rainfall (mm) 5 12 10 23 018 الملامة 20 40 30 55 40 60 132 142 te bolx42 * 1420 -12. roos D2 - 3 F 32
Transcribed Image Text:G F Q2: Estimate the peak flowrate for a catchment which has an area of 10 km². The length and slope of the longest flow path in the catchment is 1420 m and 0.005, respectively. The maximum depth of rainfall with a 25-year return period is as below, assuming the runoff coefficient as 0.3. Duration (min) Depth of rainfall (mm) 5 12 10 23 018 الملامة 20 40 30 55 40 60 132 142 te bolx42 * 1420 -12. roos D2 - 3 F 32
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