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0-11: The isohyets due to a storm in a catchment were drawn and the areas of the catchment bounded by the isohyets were tabulated as below: Isohyets (cm) Areas (km) Station-12.0 30 12.0-10.0 140 10.0-8.0 80 8.0-6.0 180 6.0-4.0 20 Determine the uniform flow depth over the catchment.

0-11: The isohyets due to a storm in a catchment were drawn and the areas of the catchment bounded by the isohyets were tabulated as below: Isohyets (cm) Areas (km) Station-12.0 30 12.0-10.0 140 10.0-8.0 80 8.0-6.0 180 6.0-4.0 20 Determine the uniform flow depth over the catchment.

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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by 0-11: The isohyets due to a storm in a catchment were drawn and the areas of the catchment bounded the isohyets were tabulated as below: Isohyets (cm) Areas (km) Station- 12.0 30 12.0-10.0 140 10.0-8.0 80 8.0-6.0 180 6.0-4.0 20 Determine the uniform flow depth over the catchment.
Transcribed Image Text:by 0-11: The isohyets due to a storm in a catchment were drawn and the areas of the catchment bounded the isohyets were tabulated as below: Isohyets (cm) Areas (km) Station- 12.0 30 12.0-10.0 140 10.0-8.0 80 8.0-6.0 180 6.0-4.0 20 Determine the uniform flow depth over the catchment.
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