7-35 A pump is used to fill a tank 5 m in diameter from a river as shown. The water surface in the river is 2 m below the bottom of the tank. The pipe diameter is 5 cm, and the head loss in the pipe is given by h₁ = 10 V²/2g, where Vis the mean velocity in the pipe. The flow in the pipe is turbulent, so a = 1. The head provided by the pump varies with discharge through the pump as hp = 20 – (4 × 104)Q², where the discharge is given in cubic meters per second (m³/s) and hp is in meters. How long will it take to fill the tank to a depth of 10 m? 5 m Pump 5 cm 2 m River

7-35 A pump is used to fill a tank 5 m in diameter from a river as shown. The water surface in the river is 2 m below the bottom of the tank. The pipe diameter is 5 cm, and the head loss in the pipe is given by h₁ = 10 V²/2g, where Vis the mean velocity in the pipe. The flow in the pipe is turbulent, so a = 1. The head provided by the pump varies with discharge through the pump as hp = 20 – (4 × 104)Q², where the discharge is given in cubic meters per second (m³/s) and hp is in meters. How long will it take to fill the tank to a depth of 10 m? 5 m Pump 5 cm 2 m River

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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