Two tanks A and B have 80 m difference in water levels, and are connectedby a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. Thepipe is tapped at its mid point to leak out 35 1/s flow rate.thedischargeleavingtankA?DetermineFind the discharge entering tank B?Coefficient (Tank Exit) = 0.5%3DCoefficient (Tank Entry) = 1ba%3Dbe80 mQ1Q²Q3

Friction factor f = 4F = 4×.002 = .008 Total inflow = Total net flow at junction CQ1 = Q2 + Q3Q1 =…

Two tanks A and B have 80 m difference in water levels, and are connected by a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 35 l/s flow rate. leaving tank A? Determine the discharge Find the discharge entering tank B? Coefficient (Tank Exit) = 0.5 Coefficient (Tank Entry) = 1 ba %3D he 80 m Q Q2 B Q3

Two tanks A and B have 80 m difference in water levels, and are connected by a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 35 l/s flow rate. leaving tank A? Determine the discharge Find the discharge entering tank B? Coefficient (Tank Exit) = 0.5 Coefficient (Tank Entry) = 1 ba %3D he 80 m Q Q2 B Q3

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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Two tanks A and B have 80 m diffenence in water levels, and are connected by a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 35 1/s flow rate. Determine the leaving tank А? discharge Find the discharge entering tank B? Coefficient (Tank Exit) = 0.5 %3D Coefficient (Tank Entry) = 1 %3D ha %3D A he 80 m Q1
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