Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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For a triangular channel having a vertex angle of 110°, calculate the critical depth for a discharge 2.8 m3/s.
a. 0.504 b. 0.952 c. 0.181 d. 0.156
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- step by step solutionarrow_forwardOn a property, water is pumped from point A at the bottom of a hill to point B on top of the hill via a cast iron pipe at a flow rate of ?=Q= 0.06 ?3/?m3/s. The total pipe length is 173 ?m of diameter 0.14 ?m, and the elevation difference between A and B is 27 ?m. Between points A and B it is required to use 20 of the 90?90o flanged smooth bends (???=KLB= 0.19) and 5 of the fully open gate valve (???=KLG= 0.22). The entrance and exit losses are 0.54 and 1.3, respectively. Calculate the minimum pump power required to pump water from A to B, given that the pump efficiency is 0.76. Density and viscosity of water are 1000 ??/?3kg/m3 and 0.00131 ??/?.?kg/m.s, respectively.arrow_forwardTH Yn1. S01 ‡Y cr Soz Tyn2 S03 Yn3 The reaches, 1, 2, and 3, are long enough to have established flow as depicted in figure above. you are asked to complete the water surface profile and justify it by making use of specific energy curve(s).arrow_forward
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