The following table gives the rate of discharge (R) from a tank of water as a function of its height (H) of water in tank.Find the indicated values by linear interpolation.Find H, when R = 3.4 m3/s3Height (cm) | Rate (m’ / s)501.01001.52002.23002.74003.16003.5

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Answered: The following table gives the rate of…

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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1. Due to government water privatization, a bustling metropolitan city is now home to substantial and continuous water supply. While before the supply was only 200 liters/sec on old pipes, it is now 350 liters/sec running on a new steel pipe network shown on the figure below. . Given: f = 0.015 (for all pipes except the outlet pipe) f = 0.014 (for outlet pipe) Compute the flow of water in the upper branch. Compute the flow of water in the lower branch. Compute the energy loss per unit mass between the inlet and the outlet.
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A pump pumps water from one tank (open to atmosphere) to another tank (open to atmosphere) at a height of 25 m. A pipe with a diameter of 50 mm and a length of 100 m (e=1.5 mm) is used in the system. Since the variation of the pump's head with the flow rate is given as H= 50-20000Q^2, calculate the water flow through the pipe by ignoring the local losses (ρ=1000 kg/m^3, μ= 0.001 N.s/m)
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A venturimeter as shown in the figure (not to scale) is connected to measure the flow of water in a vertical pipe of 20 cm diameter. ←Pipe diameter = 20 cm Throat diameter = 10cm 30cm 15 cm Mercury Specific gravity = 13.6 Assume g = 9.8 m/s². When the deflection in the mercury manometer is 15 cm, the flow rate (in Ips, round off to two decimal places) considering no loss in the venturimeter is
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The following table gives the rate of discharge (R) from a tank of water as a function of its height (H) of water in tank. Find the indicated values by linear interpolation. Find H, when R = 3.4 m/s 3 Height (cm) | Rate (m’ / s) 50 1.0 100 1.5 200 2.2 300 2.7 400 3.1 600 3.5