The maximum quantity of water expected in one of the open longitudinal drains on clayey soil is 0.9 m'/sec. Design the cross section and longitudinal slope of trapezoidal drain assuming the bottom width of the trapezoidal section to be 1.0 m and cross slope to be 1.0 vertical to 1.5 horizontal. The allowable velocity of flow in the drain is 1,2 m/sec and Manning's roughness coefficient is 0.02

The maximum quantity of water expected in one of the open longitudinal drains on clayey soil is 0.9 m'/sec. Design the cross section and longitudinal slope of trapezoidal drain assuming the bottom width of the trapezoidal section to be 1.0 m and cross slope to be 1.0 vertical to 1.5 horizontal. The allowable velocity of flow in the drain is 1,2 m/sec and Manning's roughness coefficient is 0.02

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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