Onestion 2: Choose the correct letter, A, B, C or DA1 Esumate the flow velocity in m/s through a best hydrauliccircular channel of 2 m diameter with a bed slope of 0.001and n=0.012.2For a rectangular channel if the discharge per unit width=10 m³/s.m, the critical velocity in m/s is?3For a rectangular channel if the flow velocity = 1.5 m/s,and the flow depth = 2m, what is the classification of thisflow?4 For a rectangular channel, if the Froude number = 1.5 andthe initial depth=0.8 m, the depth after hydraulic jumpoccurs is:5 At the exit flow under a sluice gate the depth of flow was0.5 m, if y2=1.5 m, calculate the head loss across thejump6 The pump curve of single pump is given by Hp = 15-100²,if the system curve Hsu =20-20², estimate the flowdelivered to the system by 3 pumps in series in m³/s7 The pump curve of single pump is given by H₂=40-25Q²,if the system curve HSH =20-20², estimate the flowdelivered to the system by 3 pumps in parallel in m³/sWhat is the maximum height that a pump can be placedabove the water surface of a reservoir before cavitationoccurs? If: Hr=2 m, velocity head=0.5 m, pump head =20 m, and the cavitation parameter = 0.15stian 7. (8 n0.884.6Critical2m0.55 m0.8154.6 mB1.333.2Subcritical1.5 m0.33 m0.4446.2 mC2.442.8Supercritical1 m0.44 m0.5335.3 mD1.661.1Insufficientinformation2.5 m0.66 m0.9427.1 m

Answered: Image /qna-images/answer/4fefe83e-af7c-4866-9ed9-779b41316fc3.jpg

Onestion 2 : Choose the correct letter, A, B, C or D A 1 Esumate the flow velocity in m/s through a best hydraulic circular channel of 2 m diameter with a bed slope of 0.001 and n=0.012. 2 For a rectangular channel if the discharge per unit width= 10 m³/s.m, the critical velocity in m/s is? 3 For a rectangular channel if the flow velocity = 1.5 m/s, and the flow depth = 2m, what is the classification of this flow? 0.88 4.6 B 1.33 3.2 C 2.44 2.8 D 1.66 1.1 Insufficient Critical Subcritical Supercritical information

Onestion 2 : Choose the correct letter, A, B, C or D A 1 Esumate the flow velocity in m/s through a best hydraulic circular channel of 2 m diameter with a bed slope of 0.001 and n=0.012. 2 For a rectangular channel if the discharge per unit width= 10 m³/s.m, the critical velocity in m/s is? 3 For a rectangular channel if the flow velocity = 1.5 m/s, and the flow depth = 2m, what is the classification of this flow? 0.88 4.6 B 1.33 3.2 C 2.44 2.8 D 1.66 1.1 Insufficient Critical Subcritical Supercritical information

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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