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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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
Transcribed Image Text: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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