Find the discharges in pipes 1, 2, and 3 in the reservoir system shown. The junction loss occurs for bothflow from 1 to 3 or from 2 to 3.50 mD; =0.3mL = 200m20 m& =1mmD =0.5m4=500m4=1 mmp=999.1kg/mu=0.001139 kg / msK=0.5Kes=1D=0.9mL =800 mJnctionOm6=1mm

The given figure is shown below:

Find the discharges in pipes 1, 2, and 3 in the reservoir system shown. The junction loss occurs for both flow from 1 to 3 or from 2 to 3. 50 m p=999.1kg/m² -0.001139 kg /m-s K=0.5 K₁=1 Kon =2 D₁=0.5m L=500m &=1mm D₂=0.3m L₂=200m 6₂=1mm 2 D₁=0.9m L₂=800m 6,=1mm 20 m Om

Find the discharges in pipes 1, 2, and 3 in the reservoir system shown. The junction loss occurs for both flow from 1 to 3 or from 2 to 3. 50 m p=999.1kg/m² -0.001139 kg /m-s K=0.5 K₁=1 Kon =2 D₁=0.5m L=500m &=1mm D₂=0.3m L₂=200m 6₂=1mm 2 D₁=0.9m L₂=800m 6,=1mm 20 m Om

Structural Analysis

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ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Find the discharges in pipes 1, 2, and 3 in the reservoir system shown. The junction loss occurs for both
flow from 1 to 3 or from 2 to 3.
50 m
D; =0.3m
L = 200m
20 m
& =1mm
D =0.5m
4=500m
4=1 mm
p=999.1kg/m
u=0.001139 kg / ms
K=0.5
Kes
=1
D=0.9m
L =800 m
Jnction
Om
6=1mm

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