Flow takes place between three reservoirs, as shown in Figure 1. The volume flow rate out of reservoirs A and B is 0.15 m3/s and 0.25 m/s respectively. If the coefficient of friction for the three pipes is 0.008, determine the relative elevations of the free surfaces. Neglect all losses other than friction. hA h8 L2, D2 L1, D1 L1 = 1000 m L2 = 1500 m L3 = 2000 m D1= 200 mm D2 = 250 mm = 400 mm L3, D; hc %3D D3 = Figure 1: A three reservoirsystem
Flow takes place between three reservoirs, as shown in Figure 1. The volume flow rate out of reservoirs A and B is 0.15 m3/s and 0.25 m/s respectively. If the coefficient of friction for the three pipes is 0.008, determine the relative elevations of the free surfaces. Neglect all losses other than friction. hA h8 L2, D2 L1, D1 L1 = 1000 m L2 = 1500 m L3 = 2000 m D1= 200 mm D2 = 250 mm = 400 mm L3, D; hc %3D D3 = Figure 1: A three reservoirsystem
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.14P
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