Water at 7 ft/s and 65 F flows in a 10 in schedule 40 pipe (inside diameter from Table A.III.1(SI) is 254.5 mm or 10.02 in from Table A.III.1(BU)). The pipe now bursts with an effective rupture area of twice the flow area of the pipe (ARupture = πD^2/2). Find the mass flow rate of water through the ruptured area. Assume that the flow velocity remains at 7 ft/s after the pipe ruptures. [Ans.: 239 lbm/s].
Water at 7 ft/s and 65 F flows in a 10 in schedule 40 pipe (inside diameter from Table A.III.1(SI) is 254.5 mm or 10.02 in from Table A.III.1(BU)). The pipe now bursts with an effective rupture area of twice the flow area of the pipe (ARupture = πD^2/2). Find the mass flow rate of water through the ruptured area. Assume that the flow velocity remains at 7 ft/s after the pipe ruptures. [Ans.: 239 lbm/s].
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Water at 7 ft/s and 65 F flows in a 10 in schedule 40 pipe (inside diameter
from Table A.III.1(SI) is 254.5 mm or 10.02 in from Table A.III.1(BU)). The pipe
now bursts with an effective rupture area of twice the flow area of the pipe (ARupture = πD^2/2). Find the mass flow rate of water through the ruptured area. Assume that the flow velocity remains at 7 ft/s after the pipe ruptures. [Ans.: 239 lbm/s].
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