Assume that the head loss in the pipes is given by hL = 0.02(L/D)(V2/2g), where V is the mean velocity in the pipe, D is the pipe diameter, and L is the pipe length. The water surface elevations of the upper and lower reservoirs are 100 m and 60 m, respectively. The respective dimensions for upstream and downstream pipes are Du = 32 cm, Lu = 190 m, Dd = 12 cm, and Ld = 110 m. Determine the discharge of water in the system.
Assume that the head loss in the pipes is given by hL = 0.02(L/D)(V2/2g), where V...
Fluid Mechanics
Example of HGL and EGL 24 L v2 Ex 7-7) The head loss in the pipe is given by h 0.014 , where L is the length of pipe and D is the pipe diameter. Assume a and y 9810 N/m3 1.0 at all locations 1) Determine the discharge of water through this system. 2) Draw the EGL and HGL for the system. 3) Locate the point of maximum pressure. 4) Locate the point of minimum pressure. 5)...