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A trapezoidal canal has a base width equal to 6 m which carries water flowing at velocity of 0.8 m/s Compute the discharge in the canal if the sides are sloping at an angle of 45° such that it will have a minimum seepage. a. 28.76 m/s b. 26.78 m/s C 27.86 m/s d. 27.68 m/s Compute the discharge of the canal for a most efficient section. a. 34.74 m/s b. 37.44 m/s c. 34.47 m/s d. 73.44 m/s Compute the discharge of the canal if the depth of the canal is only 2/3 of the base width and has a side slope of 1:1. a. 30 m/s b. 32 m/s c. 31 m'/s d. 33 m/s

A trapezoidal canal has a base width equal to 6 m which carries water flowing at velocity of 0.8 m/s Compute the discharge in the canal if the sides are sloping at an angle of 45° such that it will have a minimum seepage. a. 28.76 m/s b. 26.78 m/s C 27.86 m/s d. 27.68 m/s Compute the discharge of the canal for a most efficient section. a. 34.74 m/s b. 37.44 m/s c. 34.47 m/s d. 73.44 m/s Compute the discharge of the canal if the depth of the canal is only 2/3 of the base width and has a side slope of 1:1. a. 30 m/s b. 32 m/s c. 31 m'/s d. 33 m/s

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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A trapezoidal canal has a base width equal to 6 m which carries water flowing at velocity of 0.8 m/s Compute the discharge in the canal if the sides are sloping at an angle of 45° such that it will have a minimum seepage. a. 28.76 m/s b. 26.78 m/s 4. c.27.86 m/s d. 27.68 m/s Compute the discharge of the canal for a most efficient section. a. 34.74 m/s b. 37.44 m?/s 5. c. 34.47 m/s d. 73.44 m/s Compute the discharge of the canal if the depth of the canal is only 2/3 of the base width and has a side slope of 1:1. a. 30 m/s b. 32 m/s 6. c. 31 m'/s d. 33 m'/s
Transcribed Image Text:A trapezoidal canal has a base width equal to 6 m which carries water flowing at velocity of 0.8 m/s Compute the discharge in the canal if the sides are sloping at an angle of 45° such that it will have a minimum seepage. a. 28.76 m/s b. 26.78 m/s 4. c.27.86 m/s d. 27.68 m/s Compute the discharge of the canal for a most efficient section. a. 34.74 m/s b. 37.44 m?/s 5. c. 34.47 m/s d. 73.44 m/s Compute the discharge of the canal if the depth of the canal is only 2/3 of the base width and has a side slope of 1:1. a. 30 m/s b. 32 m/s 6. c. 31 m'/s d. 33 m'/s
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