Example 2: A flow of water from a closed reservoir with interior pressure of 50 kPa to a pipe of different diameters shown in figure below. Calculate 1) the discharge and velocity at each pipe, 2) the pressure in each pipe and 3) the 50 kPa .energy and hydraulic grade lines water D4-50mm (nozzel) 10 m 2m D1=300mm D2=200mm D3-100mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example 2: A flow of water from a closed reservoir with interior pressure of 50
kPa to a pipe of different diameters shown in figure below. Calculate 1) the
discharge and velocity at each pipe, 2) the pressure in each pipe and 3) the
50 kPa
.energy and hydraulic grade lines
water
10 m
D4-50mm (nozzel)
2m
D1=300mm
D2=200mm
D3-100mm
Transcribed Image Text:Example 2: A flow of water from a closed reservoir with interior pressure of 50 kPa to a pipe of different diameters shown in figure below. Calculate 1) the discharge and velocity at each pipe, 2) the pressure in each pipe and 3) the 50 kPa .energy and hydraulic grade lines water 10 m D4-50mm (nozzel) 2m D1=300mm D2=200mm D3-100mm
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