--1. For supplying water to a colony, it is intended to store water in a Targe tank, whose water surface elevation is presently 85.37 m RL. This tank is being supplied by a pipe line from a junction J, the friction loss in metres of water in this pipe being 0.6 Q-35 where Q is the discharge in m /sec. Junction J receives water under pressure and without leakage from (i) a large reservoir I whose water surface elevation is constant at 100.00 m RL through a pipe characterised by h, constant water level at 96 m RL, through a pipe characterised by h,=0.46 Q1.85 Neglecting losses other than due to pipe friction, determine the incoming flow into the tank in the colony. 1.95 = 0.35 Q2, and (ii) a second large reservoir II with its %3D

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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-4. For supplying water to a colony, it is intended to store water in a
Targe tank, whose water surface elevation is presently 85.37 m RL. This tank is
being supplied by a pipe line from a junction J, the friction loss in metres of
water in this pipe being 0.6 Q1.35 where Q is the discharge in m³/sec. Junction J
receives water under pressure and without leakage from (i) a large reservoir I
whose water surface elevation is constant at 100.00 m RL through a pipe
characterised by h, = 0.35 Q², and (ii) a second large reservoir II with its
constant water level at 96 m RL, through a pipe characterised by h,= 0.46 Q1.85
Neglecting losses other than due to pipe friction, determine the incoming flow
into the tank in the colony.
%3D
Transcribed Image Text:-4. For supplying water to a colony, it is intended to store water in a Targe tank, whose water surface elevation is presently 85.37 m RL. This tank is being supplied by a pipe line from a junction J, the friction loss in metres of water in this pipe being 0.6 Q1.35 where Q is the discharge in m³/sec. Junction J receives water under pressure and without leakage from (i) a large reservoir I whose water surface elevation is constant at 100.00 m RL through a pipe characterised by h, = 0.35 Q², and (ii) a second large reservoir II with its constant water level at 96 m RL, through a pipe characterised by h,= 0.46 Q1.85 Neglecting losses other than due to pipe friction, determine the incoming flow into the tank in the colony. %3D
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