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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
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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Allowing for minor losses totaling 10V/2g and taking an effective roughness of 0.15 mm treatment 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 a QUESTION 5 because of sliming; (a) Select a suitable pipe size to achieve a discharge of 60 I/S (b) Calculate the power consumption Discharge (1/s) 70 0. 10 20 30 40 50 60 Total head (m) 45 44.7 43.7 42.5 40.6 38.0 35.0 31.0 Overall 50 57 60 60 53 40 35 Efficiency (%)
Transcribed Image Text:Allowing for minor losses totaling 10V/2g and taking an effective roughness of 0.15 mm treatment 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 a QUESTION 5 because of sliming; (a) Select a suitable pipe size to achieve a discharge of 60 I/S (b) Calculate the power consumption Discharge (1/s) 70 0. 10 20 30 40 50 60 Total head (m) 45 44.7 43.7 42.5 40.6 38.0 35.0 31.0 Overall 50 57 60 60 53 40 35 Efficiency (%)
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