A rectangular weir is designed to span the full width of a rectangular channel with B=L=2.5 m. (where B and L are the channel width and the weir width respectively) to pass a flow rate of 0.405 m³/sec and to maintain an upstream flow depth in the channel equals 0.815 m. Assume C₂ = 0.625 which is valid for < 5.0, where h is the flow depth over the crest of the weir and w is the weir height. The weir height is in the range of: O (0.65 -0.675) m O (0.60 -0.625) m

A rectangular weir is designed to span the full width of a rectangular channel with B=L=2.5 m. (where B and L are the channel width and the weir width respectively) to pass a flow rate of 0.405 m³/sec and to maintain an upstream flow depth in the channel equals 0.815 m. Assume C₂ = 0.625 which is valid for < 5.0, where h is the flow depth over the crest of the weir and w is the weir height. The weir height is in the range of: O (0.65 -0.675) m O (0.60 -0.625) m

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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