In the figure shown, Zp = 4 m, length of pipe from the reservoir to the pump is 120 m, from the pump to the nozzle is 1000 m. The diameters of pipes are 0.6 m and 0.45 m respectively. The gage pressure at B (the suction side of the pump) is -64 kPa. Neglect minor losses. 1. The velocity of water pipe AB. a. 2.297 m/s b. 3.147 m/s c. 1.452 m/s d. 2.672 m/s 2. The velocity of water pipe CD. a. 1.23 m/s b. 3.56 m/s c. 4.08 m/s d. 5.59 m/s

In the figure shown, Zp = 4 m, length of pipe from the reservoir to the pump is 120 m, from the pump to the nozzle is 1000 m. The diameters of pipes are 0.6 m and 0.45 m respectively. The gage pressure at B (the suction side of the pump) is -64 kPa. Neglect minor losses. 1. The velocity of water pipe AB. a. 2.297 m/s b. 3.147 m/s c. 1.452 m/s d. 2.672 m/s 2. The velocity of water pipe CD. a. 1.23 m/s b. 3.56 m/s c. 4.08 m/s d. 5.59 m/s

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

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