For the irregular channel shown, determine: (a) the area of flow, A [m], (b) the wetted perimeter, P (m]. (c) the hydraulic radius, R [m], (d) the top width, T [m]. (e) the hydraulic depth, D [m], and (f) the flowrate, Q [m] if n= 0.013 and S (slope) = 0.003. 5 m 10m

For the irregular channel shown, determine: (a) the area of flow, A [m], (b) the wetted perimeter, P (m]. (c) the hydraulic radius, R [m], (d) the top width, T [m]. (e) the hydraulic depth, D [m], and (f) the flowrate, Q [m] if n= 0.013 and S (slope) = 0.003. 5 m 10m

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

For the irregular channel shown, determine: (a) the area of flow, A
[m], (b) the wetted perimeter, P [m]. (c) the hydraulic radius, R [m].
(d) the top width, T [m]. (e) the hydraulic depth, D [m], and (f) the
flowrate, Q [m] if n = 0.013 and S (slope) = 0.003.
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5m
3m
10 m
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PD...
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Do.
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