The design of a city water supply system is shown in the figure. Reservoir A need to supply 0.0938 m3/s to lower reservoirs B and C. The roughness coefficient for all pipes is 0.011. Use table below for the properties of the pipes. a) Calculate the flow rate in pipe 2 ( A. 0.0391 m3/s , B. 0.0513 m3/s C. 0.1997 m3/s , D. 0.0194 m3/s) b) Calculate the flow rate in pipe 3 ( A. 0.0547 m3/s , B. 0.0211 m3/s C. 0.0924 m3/s , D. 0.0380 m3/s) c) Calculate the elevation of water surface in reservoir À to supply the required flow rate (A. 140.00 m B. 160.00 m. C . 150.00 m. D. 170.00 m)

The design of a city water supply system is shown in the figure. Reservoir A need to supply 0.0938 m3/s to lower reservoirs B and C. The roughness coefficient for all pipes is 0.011. Use table below for the properties of the pipes. a) Calculate the flow rate in pipe 2 ( A. 0.0391 m3/s , B. 0.0513 m3/s C. 0.1997 m3/s , D. 0.0194 m3/s) b) Calculate the flow rate in pipe 3 ( A. 0.0547 m3/s , B. 0.0211 m3/s C. 0.0924 m3/s , D. 0.0380 m3/s) c) Calculate the elevation of water surface in reservoir À to supply the required flow rate (A. 140.00 m B. 160.00 m. C . 150.00 m. D. 170.00 m)

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter7: Length And Length-related Variables In Engineering

Section: Chapter Questions

Problem 42P

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