Fluid flows at the rate of 0.272 m/s in a 925 mm diameter pipeline 588 m. long. Specific gravity of fluid is 0.57. Neglecting minor losses and f= 0.012. Compute the head loss in m. A. 2.684 B. 0.594 C. 3.92 D. 0.064 A system of pipes consists of a 10 inches pipe 2,500 ft. long and an 8 inches pipe 3,600 ft. Long. If Q = 650 gpm and f = 0.013, find the equivaient diameter of the pipes when the pipes are in series. A. 0.811 ft B. 0.911 ft C. 0.711 ft D. 1.11 ft ft
Fluid flows at the rate of 0.272 m/s in a 925 mm diameter pipeline 588 m. long. Specific gravity of fluid is 0.57. Neglecting minor losses and f= 0.012. Compute the head loss in m. A. 2.684 B. 0.594 C. 3.92 D. 0.064 A system of pipes consists of a 10 inches pipe 2,500 ft. long and an 8 inches pipe 3,600 ft. Long. If Q = 650 gpm and f = 0.013, find the equivaient diameter of the pipes when the pipes are in series. A. 0.811 ft B. 0.911 ft C. 0.711 ft D. 1.11 ft ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Fluid flows at the rate of 0.272 m/s in a 925 mm diameter pipeline 588 m. long. Specific gravity of fluid is 0.57. Neglecting minor losses and f= 0.012. Compute the head loss in m.
A. 2.684
B. 0.594
C. 3.92
D. 0.064
A system of pipes consists of a 10 inches pipe 2,500 ft. long and an 8 inches pipe 3,600 ft. Long. If Q = 650 gpm and f = 0.013, find the equivaient diameter of the pipes when the pipes are in series.
A. 0.811 ft
B. 0.911 ft
C. 0.711 ft
D. 1.11 ft ft
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