Develop a formula for the discharge over a 90° V-notch weir in terms of head above the bottom of the V. A channel conveys 300 litres/sec of water. At the outlet end there is a 90° V-notch weir for which the coefficient of discharge is 0.58. At what distance above the bottom of the channel should the weir be placed in order to make the depth in the channel 1.30m? a. 0.759 m c. 0.769 m b. 0.749 m d. None of the above From above question, with the weir in this position what is the depth of water in the channel when the flow is 200 litres/sec? a. 1.218 m c. 1.232 m b. 1.212 m d. None of the above

Develop a formula for the discharge over a 90° V-notch weir in terms of head above the bottom of the V. A channel conveys 300 litres/sec of water. At the outlet end there is a 90° V-notch weir for which the coefficient of discharge is 0.58. At what distance above the bottom of the channel should the weir be placed in order to make the depth in the channel 1.30m? a. 0.759 m c. 0.769 m b. 0.749 m d. None of the above From above question, with the weir in this position what is the depth of water in the channel when the flow is 200 litres/sec? a. 1.218 m c. 1.232 m b. 1.212 m d. None of the above

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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