Read the question carefully and give me right solution according to the question. If you don't know the solution please leave it but don't give me wrong solution A rectangular channel with bed width of 3 m and slope 0.02% carries a discharge of 20 m/s.Surface of the OCF has Manning's roughness coefficient as n=0.02 s/m/3. At one point there is alocalized narrowing that decreases the width to 2 m. Determine the water depths at the narrowpoint and at stations just up and downstream of the contracted section, if the channel bed in thecontracted section is:(a) the same as the main channel;(b) raised by 0.75 m;(c) lowered by 0.75 m.You may assume no hydraulic jump occurs immediately downstream of the narrow section.

A rectangular channel is generally an open channel and it normally contains a rectangular…

A rectangular channel with bed width of 3 m and slope 0.02% carries a discharge of 20 m/s. Surface of the OCF has Manning's roughness coefficient as n=0.02 s/m/3. At one point there is localized narrowing that decreases the width to 2 m. Determine the water depths at the narrow point and at stations just up and downstream of the contracted section, if the channel bed in the contracted section is: (a) the same as the main channel;

A rectangular channel with bed width of 3 m and slope 0.02% carries a discharge of 20 m/s. Surface of the OCF has Manning's roughness coefficient as n=0.02 s/m/3. At one point there is localized narrowing that decreases the width to 2 m. Determine the water depths at the narrow point and at stations just up and downstream of the contracted section, if the channel bed in the contracted section is: (a) the same as the main channel;

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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