F.M open.channel. A rectangular channel of 2.5 m width is carrying adischarge of 4 m³/s. Considering that accelerationdue to gravity as 9.81 m/s2, the velocity of flow (inm/s) corresponding to the critical depth (at whichthe specific energy is minimum) is

A rectangular channel- Width B=2.5 m, Discharge Q=4 m3/s,

A rectangular channel of 2.5 m width is carrying a discharge of 4 m³/s. Considering that acceleration due to gravity as 9.81 m/s², the velocity of flow (in m/s) corresponding to the critical depth (at which the specific energy is minimum) is

A rectangular channel of 2.5 m width is carrying a discharge of 4 m³/s. Considering that acceleration due to gravity as 9.81 m/s², the velocity of flow (in m/s) corresponding to the critical depth (at which the specific energy is minimum) is

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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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

F.M open.channel.

A rectangular channel of 2.5 m width is carrying a
discharge of 4 m³/s. Considering that acceleration
due to gravity as 9.81 m/s2, the velocity of flow (in
m/s) corresponding to the critical depth (at which
the specific energy is minimum) is

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