Water (60F) flows through the system shown at a rate of 2.5 cfs. There is 150...
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Water (60°F) flows through the system shown at a rate of 2.5 cfs. There is 150 ft of 12 in pipe between B and G, and 100 ft of 6 in pipe between G and the tank on the right. Select minor loss coefficients are given. Find the difference in water surface elevations in the tanks (h). Account for all minor losses. a. Use the Darcy-Weisbach equation for friction loss. Assume e = 0.0002 ft for both pipes. b. Use the Hazen-Williams equation for friction loss. Assume C= 100 for both pipes. ВО 150"-12" a. h= 40.01 ft b. h= 46.85 ft 2100-6 Factors K Strainer B 12" Bends C, F (each) 12" Tee D <= 8.0 <=0.5 = 0.7 <=1.0 0.7 = 6.0 <= 0.5 <=3.0 12" Valve E 12" x 6" Cross G (x V/2g) 6" Meter H 6" Bends J, K (each) 6" Valve L Water (60°F) flows through the system shown at a rate of 2.5 cfs. There is 150 ft of 12 in pipe between B and G, and 100 ft of 6 in pipe between G and the tank on the right. Select minor loss coefficients are given. Find the difference in water surface elevations in the tanks (h). Account for all minor losses. a. Use the Darcy-Weisbach equation for friction loss. Assume e = 0.0002 ft for both pipes. b. Use the Hazen-Williams equation for friction loss. Assume C= 100 for both pipes. ВО 150"-12" a. h= 40.01 ft b. h= 46.85 ft 2100-6 Factors K Strainer B 12" Bends C, F (each) 12" Tee D <= 8.0 <=0.5 = 0.7 <=1.0 0.7 = 6.0 <= 0.5 <=3.0 12" Valve E 12" x 6" Cross G (x V/2g) 6" Meter H 6" Bends J, K (each) 6" Valve L
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To find the difference in water surface elevations between B and G well need to consider both the major losses due to friction along the pipes and the minor losses due to components like bends valves ... View the full answer
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Income Tax Fundamentals 2013
ISBN: 9781285586618
31st Edition
Authors: Gerald E. Whittenburg, Martha Altus Buller, Steven L Gill
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