Uniform water flow in a wide brick channel of slope 0.02° moves over a 10 cm bump as shown below in Figure 3.1. A slight depression in the water surface results. If the minimum depth over the bump is 50 cm compute i. the velocity over the bump; and ii. the flow rate per metre of width. Vi 10 cm bump = 50 cm 0.02° Figure 3.1. Channel with bump

Uniform water flow in a wide brick channel of slope 0.02° moves over a 10 cm bump as shown below in Figure 3.1. A slight depression in the water surface results. If the minimum depth over the bump is 50 cm compute i. the velocity over the bump; and ii. the flow rate per metre of width. Vi 10 cm bump = 50 cm 0.02° Figure 3.1. Channel with bump

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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