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22. Situation 8 - Different types of weirs are to be tested to determine the discharge for a head of 2.66 m.   a. Determine the resulting discharge, in m3/s for Rectangular Weir, L = 5.55 m., Cd = 0.996. Round off to three decimal places. b. Determine the resulting discharge, in m3/s for Trapezoidal Weir, θ/2 = 14.036°, L = 5.55 m., Cdrec = 0.996, Cdtri = 0.904. Round off to three decimal places. c. Determine the resulting discharge, in m3/s for Triangular Weir, θ = 66°, Cd = 0.904. Round off to three

22. Situation 8 - Different types of weirs are to be tested to determine the discharge for a head of 2.66 m.   a. Determine the resulting discharge, in m3/s for Rectangular Weir, L = 5.55 m., Cd = 0.996. Round off to three decimal places. b. Determine the resulting discharge, in m3/s for Trapezoidal Weir, θ/2 = 14.036°, L = 5.55 m., Cdrec = 0.996, Cdtri = 0.904. Round off to three decimal places. c. Determine the resulting discharge, in m3/s for Triangular Weir, θ = 66°, Cd = 0.904. Round off to three

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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22. Situation 8 - Different types of weirs are to be tested to determine the discharge for a head of 2.66 m.

 

a. Determine the resulting discharge, in m3/s for Rectangular Weir, L = 5.55 m., Cd = 0.996. Round off to three decimal places.

b. Determine the resulting discharge, in m3/s for Trapezoidal Weir, θ/2 = 14.036°, L = 5.55 m., Cdrec = 0.996, Cdtri = 0.904. Round off to three decimal places.

c. Determine the resulting discharge, in m3/s for Triangular Weir, θ = 66°, Cd = 0.904. Round off to three decimal places.

 

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