Specify the sizes of pipes (cast iron, schedule 40) and the size of the motor to be usedfor a pump to lift water at 40 Ips, from reservoir A to reservoir B.Consider the following data:Total static head50 mFittings & valves;Suction line1 foot valve, 1 standard elbow, and 1 gate valve1 check valve, 1 gate valve, 1 long sweepelbow, and 2 standard elbowsDischarge lineLength of straight pipes:Suction pipeDischarge pipeAbsolute viscosity of waterAbsolute roughness of cast ironDarcy-Weisbach friction factorWater velocity300 m80 m0.001002 Pa-s0.00026 m0.0251.0 m/s to 2.75 m/sNeglect the head losses in the foot valve and at the pipe exit in the dischargereservoir, and do not use equal sizes for the suction and discharge pipes.

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Specify the sizes of pipes (cast iron, schedule 40) and the size of the motor to be used for a pump to lift water at 40 Ips, from reservoir A to reservoir B. Consider the following data: Total static head 50 m Fittings & valves; Suction line Discharge line 1 foot valve, 1 standard elbow, and 1 gate valve 1 check valve, 1 gate valve, 1 long sweep elbow, and 2 standard elbows Length of straight pipes: Suction pipe Discharge pipe Absolute viscosity of water Absolute roughness of cast iron Darcy-Weisbach friction factor Water velocity 300 m 80 m 0.001002 Pa-s 0.00026 m 0.025 1.0 m/s to 2.75 m/s Neglect the head losses in the foot valve and at the pipe exit in the discharge reservoir, and do not use equal sizes for the suction and discharge pipes.

Specify the sizes of pipes (cast iron, schedule 40) and the size of the motor to be used for a pump to lift water at 40 Ips, from reservoir A to reservoir B. Consider the following data: Total static head 50 m Fittings & valves; Suction line Discharge line 1 foot valve, 1 standard elbow, and 1 gate valve 1 check valve, 1 gate valve, 1 long sweep elbow, and 2 standard elbows Length of straight pipes: Suction pipe Discharge pipe Absolute viscosity of water Absolute roughness of cast iron Darcy-Weisbach friction factor Water velocity 300 m 80 m 0.001002 Pa-s 0.00026 m 0.025 1.0 m/s to 2.75 m/s Neglect the head losses in the foot valve and at the pipe exit in the discharge reservoir, and do not use equal sizes for the suction and discharge pipes.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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