Water from a reservoir flowing through a non rigid 600mm diameter pipe with a velocity of 2.90m/s is completely stopped by a closure of a valve situated 1050m from the reservoir. The pipe thickness is 18mm. Bulk modulus of elasticity of water is 2090MPa and modulus of elasticity of steel is 200090MPa. Compute the velocity of soundwave 1425.90 1524.09 1245.09 1952.09 Determine the pressure due to instantaneous closure (KPa)
Water from a reservoir flowing through a non rigid 600mm diameter pipe with a velocity of 2.90m/s is completely stopped by a closure of a valve situated 1050m from the reservoir. The pipe thickness is 18mm. Bulk modulus of elasticity of water is 2090MPa and modulus of elasticity of steel is 200090MPa. Compute the velocity of soundwave 1425.90 1524.09 1245.09 1952.09 Determine the pressure due to instantaneous closure (KPa)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Water from a reservoir flowing through a non rigid 600mm diameter pipe with a velocity of 2.90m/s is completely stopped by a closure of a valve situated 1050m from the reservoir. The pipe thickness is 18mm. Bulk modulus of elasticity of water is 2090MPa and modulus of elasticity of steel is 200090MPa.
Compute the velocity of soundwave
1425.90
1524.09
1245.09
1952.09
Determine the pressure due to instantaneous closure (KPa)
3106.75
1360.57
3610.75
6301.57
Determine the pressure due to a closure that takes place in 5 seconds. in KPa
1821
1218
1128
1812
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