Allowing for minor losses totaling 10V/2g and taking an effective roughness of 0.15 mmtreatment plant through a static lift of 20-m. One uPVC pipeline 10-km long is to be used.An existing pump, having the tabulated characteristics, is to be used to pump raw sewage to aQUESTION 5because of sliming;(a) Select a suitable pipe size to achieve a discharge of 60 I/S(b) Calculate the power consumptionDischarge (1/s)700.102030405060Total head (m)4544.743.742.540.638.035.031.0Overall50576060534035Efficiency (%)

Hs = Static head = 20 mL = Length of pipe = 10 kmHm = Minor loss = 10V22gk = Roughness = 0.15 mmQ =…

QUESTION 5 An existing pump, having the tabulated characteristics, is to be used to pump raw sewage to a treatment plant through a static lift of 20-m. One uPVC pipeline 10-km long is to be used. Allowing for minor losses totaling 10V/2g and taking an effective roughness of 0.15 mm because of slimingB (a) Select a suitable pipe size to achieve a discharge of 60 I/S (b) Calculate the power consumption

QUESTION 5 An existing pump, having the tabulated characteristics, is to be used to pump raw sewage to a treatment plant through a static lift of 20-m. One uPVC pipeline 10-km long is to be used. Allowing for minor losses totaling 10V/2g and taking an effective roughness of 0.15 mm because of slimingB (a) Select a suitable pipe size to achieve a discharge of 60 I/S (b) Calculate the power consumption

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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