The following configuration is used to transfer water from one reservoir to another at a higher...
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The following configuration is used to transfer water from one reservoir to another at a higher elevation with both free surfaces exposed to atmospheric pressure. The dimensions and minor loss coefficients are given above the figure. The pump performance curve is approximated with a second order relation as: H (A) - 125-2.5 Q², with Q in gpm. 2₂-2 + = 22.0 Based on the system losses and pump curve find the corresponding flow rate that will be maintained in the system and the head gain required by the pump.. + V² FL og D 2-2-22.0 t (elevation difference) D1.20 in (pipe diameter) KL0.50 (pipe entrance) - 2.0 (valve 1) 68 (valve 2) Kahe K2 KL KL 0.34 (each elbow-there are 3) 1.05 (pipe exit) 124 ft total pipe length) -0.0011 in (pipe roughness) PV, m01. Reservoir 22-4 the Valve 1 21 Pump V₂=0 Reservoir D Valve 2 The following configuration is used to transfer water from one reservoir to another at a higher elevation with both free surfaces exposed to atmospheric pressure. The dimensions and minor loss coefficients are given above the figure. The pump performance curve is approximated with a second order relation as: H (A) - 125-2.5 Q², with Q in gpm. 2₂-2 + = 22.0 Based on the system losses and pump curve find the corresponding flow rate that will be maintained in the system and the head gain required by the pump.. + V² FL og D 2-2-22.0 t (elevation difference) D1.20 in (pipe diameter) KL0.50 (pipe entrance) - 2.0 (valve 1) 68 (valve 2) Kahe K2 KL KL 0.34 (each elbow-there are 3) 1.05 (pipe exit) 124 ft total pipe length) -0.0011 in (pipe roughness) PV, m01. Reservoir 22-4 the Valve 1 21 Pump V₂=0 Reservoir D Valve 2
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Related Book For
Microeconomics An Intuitive Approach with Calculus
ISBN: 978-0538453257
1st edition
Authors: Thomas Nechyba
Posted Date:
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