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1-A triangular channel with a sidewall slope of 1V:1H undergoes a gradual bed level drop by 0.2 m. Water level in the upstream of the transition is y1 = 0.65 m and y2 = 0.62 m. Calculate the flow discharge, Q. Assuming negligible energy losses. 2- Calculate the magnitude of external force exerted on the transition wall in Problem 1. y T m 1 yı Az F Figure 2-13: Schematic of channel transition in a triangular channel. 2 2 →

1-A triangular channel with a sidewall slope of 1V:1H undergoes a gradual bed level drop by 0.2 m. Water level in the upstream of the transition is y1 = 0.65 m and y2 = 0.62 m. Calculate the flow discharge, Q. Assuming negligible energy losses. 2- Calculate the magnitude of external force exerted on the transition wall in Problem 1. y T m 1 yı Az F Figure 2-13: Schematic of channel transition in a triangular channel. 2 2 →

Structural Analysis
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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1-A triangular channel with a sidewall slope of 1V:1H undergoes a gradual bed level drop by 0.2 m. Water level in the upstream of the transition is y1 = 0.65 m and y2 = 0.62 m. Calculate the flow discharge, Q. Assuming negligible energy losses. 2- Calculate the magnitude of external force exerted on the transition wall in Problem 1. y T m 1 yı F Figure 2-13: Schematic of channel transition in a triangular channel. 2 2 →
Transcribed Image Text:1-A triangular channel with a sidewall slope of 1V:1H undergoes a gradual bed level drop by 0.2 m. Water level in the upstream of the transition is y1 = 0.65 m and y2 = 0.62 m. Calculate the flow discharge, Q. Assuming negligible energy losses. 2- Calculate the magnitude of external force exerted on the transition wall in Problem 1. y T m 1 yı F Figure 2-13: Schematic of channel transition in a triangular channel. 2 2 →
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