As shown in Figure 7, assume that the head loss in the pipe is given by hi = 0.014(L/D)(V 2/2g), where L is the length of pipe and D is the pipe diameter. Assume a = 1.0 at all locations. Determine the discharge of water through this system and sketch the HGL and the EGL for the system. (Q = 1.99 m/s; pmax = 373 kPa gage, and pPmin =-82.6 kPa gage).
As shown in Figure 7, assume that the head loss in the pipe is given by hi = 0.014(L/D)(V 2/2g), where L is the length of pipe and D is the pipe diameter. Assume a = 1.0 at all locations. Determine the discharge of water through this system and sketch the HGL and the EGL for the system. (Q = 1.99 m/s; pmax = 373 kPa gage, and pPmin =-82.6 kPa gage).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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