Design an irrigation channel with the following data:Full supply discharge = 6 cumecRugosity coefficient (n) = 0.0225C.V.R (m) = 11Bed slope = 1 in 5000Assume other reasonable data for the design

Given data Q = 6 m3/sec n = 0.0225 m = 1 S = 1 in 5000

Design an irrigation channel with the following data: Full supply discharge = 6 cumeci Rugosity coefficient (n) = 0.0225 C.V.R (m) = 1 1 Bed slope = 1 in 5000 Assume other reasonable data for the design

Design an irrigation channel with the following data: Full supply discharge = 6 cumeci Rugosity coefficient (n) = 0.0225 C.V.R (m) = 1 1 Bed slope = 1 in 5000 Assume other reasonable data for the design

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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Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

Design an irrigation channel with the following data:
Full supply discharge = 6 cumec
Rugosity coefficient (n) = 0.0225
C.V.R (m) = 1
1
Bed slope = 1 in 5000
Assume other reasonable data for the design

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