A horizontal rough concrete pipe (e = 0.60 mm) with a diameter of 0.60 meters and length of 1000 m caries Q = 2.00 m/s of water at T = 20°C from tank A to tank B. If the elevation of the water surface in both tanks are the same (4 m above the pipe) please calculate the required pump head to achieve this flow speed. Also, please check to see if cavitation occurs at the entrance of the pump if the pump is placed halfway between the two tanks. Please do not account for minor losses during these calculations. %3! 4 m Pump 4 m

A horizontal rough concrete pipe (e = 0.60 mm) with a diameter of 0.60 meters and length of 1000 m caries Q = 2.00 m/s of water at T = 20°C from tank A to tank B. If the elevation of the water surface in both tanks are the same (4 m above the pipe) please calculate the required pump head to achieve this flow speed. Also, please check to see if cavitation occurs at the entrance of the pump if the pump is placed halfway between the two tanks. Please do not account for minor losses during these calculations. %3! 4 m Pump 4 m

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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The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

A horizontal rough concrete pipe (e = 0.60 mm) with a diameter of 0.60 meters
and length of 1000 m caries Q = 2.00 m/s of water at T = 20°C from tank A to
tank B. If the elevation of the water surface in both tanks are the same (4 m
above the pipe) please calculate the required pump head to achieve this flow
speed. Also, please check to see if cavitation occurs at the entrance of the pump if
the pump is placed halfway between the two tanks. Please do not account for
minor losses during these calculations.
4 m
Pump

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