Calculate the runoff from a watershed of (0.01 x 4737) ha. The following data are available: Depth of rainfall is 100 mm. Antecedent rainfall condition, AMC 1: Row crop, good condition in 40 ha (Soil group C) Woodland, good condition in 20 ha (Soil group B) The day after the rainfall of 100 mm, another rainfall of 50 mm occurred. Solve for the surface runoff from the watershed. [ NOTE: Where R is the last four digits of your Registration Number. R = 4737 ] Calculate the runoff from a watershed of 0.01×R ha. The following data are available:Depth of rainfall is100 mm. Antecedent rainfall condition, AMC I:Row crop, good condition in 40 ha (Soil group C)Woodland, good condition in 20 ha (Soil group B)The day after the rainfall of 100 mm, another rainfall of 50 mm occurred. Solve for the surfacerunoff from the watershed.Where R is the last four digits of your Registration Number.

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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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Calculate the runoff from a watershed of (0.01 x 4737) ha. The following data are available: Depth of rainfall is 100 mm. Antecedent rainfall condition, AMC 1: Row crop, good condition in 40 ha (Soil group C) Woodland, good condition in 20 ha (Soil group B) The day after the rainfall of 100 mm, another rainfall of 50 mm occurred. Solve for the surface runoff from the watershed. [ NOTE: Where R is the last four digits of your Registration Number. R = 4737 ]

Calculate the runoff from a watershed of 0.01×R ha. The following data are available:
Depth of rainfall is100 mm. Antecedent rainfall condition, AMC I:
Row crop, good condition in 40 ha (Soil group C)
Woodland, good condition in 20 ha (Soil group B)
The day after the rainfall of 100 mm, another rainfall of 50 mm occurred. Solve for the surface
runoff from the watershed.
Where R is the last four digits of your Registration Number.

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