4. Assume that the head loss in the pipe is given by hL = 0.014(L/D) (V2/2g), where L is the length of pipe and Elevation 100 m L = 100 m D = 60 cm Water T= 10°C D is the pipe diameter. a. Determine the discharge of water through this system. b. Draw the HGL and the EGL for the system. c. Locate the point of maximum pressure. d. Locate the point of minimum pressure. e. Calculate the maximum and minimum pressures in the system. Elevation 95 m Elevation 100 m L = 400 m D = 60 cm Elevation=30 m Nozzle 30 cm-diameter jet
4. Assume that the head loss in the pipe is given by hL = 0.014(L/D) (V2/2g), where L is the length of pipe and Elevation 100 m L = 100 m D = 60 cm Water T= 10°C D is the pipe diameter. a. Determine the discharge of water through this system. b. Draw the HGL and the EGL for the system. c. Locate the point of maximum pressure. d. Locate the point of minimum pressure. e. Calculate the maximum and minimum pressures in the system. Elevation 95 m Elevation 100 m L = 400 m D = 60 cm Elevation=30 m Nozzle 30 cm-diameter jet
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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