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Question 2. Water (T =60°F) flows from the basement to the second floor through the 0.75-in. diameter copper pipe at a rate of Q = 12/gal/min and exits through a faucet of diameter 0.5 in. as shown. Determine the pressure at point (1) if all losses are included. (e = 0.00005 ft) K₁ = 2 based on pipe velocity -10 ft 10 ft-- (7)|(8) (6) (2) 0.75-in. diameter copper pipe 5 ft 10 ft Wide open globe valve (4) 0.50-in. diameter (5) Q = 12.0 10 ft 18 gal/min (3) (1) 15 ft- Threaded 90° elbows (K=1.5).

Question 2. Water (T =60°F) flows from the basement to the second floor through the 0.75-in. diameter copper pipe at a rate of Q = 12/gal/min and exits through a faucet of diameter 0.5 in. as shown. Determine the pressure at point (1) if all losses are included. (e = 0.00005 ft) K₁ = 2 based on pipe velocity -10 ft 10 ft-- (7)|(8) (6) (2) 0.75-in. diameter copper pipe 5 ft 10 ft Wide open globe valve (4) 0.50-in. diameter (5) Q = 12.0 10 ft 18 gal/min (3) (1) 15 ft- Threaded 90° elbows (K=1.5).

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.14P
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Question 2. Water (T =60°F) flows from the basement to the second floor through the 0.75-in. diameter copper pipe at a rate of Q = 12/gal/min and exits through a faucet of diameter 0.5 in. as shown. Determine the pressure at point (1) if all losses are included. (e = 0.00005 ft) K₁ = 2 based on pipe velocity -10 ft 10 ft-- (7)|(8) (6) (2) 0.75-in. diameter copper pipe 5 ft 10 ft Wide open globe valve (4) 0.50-in. diameter (5) Q = 12.0 10 ft 18 gal/min (3) (1) 15 ft- Threaded 90° elbows (K=1.5).
Transcribed Image Text:Question 2. Water (T =60°F) flows from the basement to the second floor through the 0.75-in. diameter copper pipe at a rate of Q = 12/gal/min and exits through a faucet of diameter 0.5 in. as shown. Determine the pressure at point (1) if all losses are included. (e = 0.00005 ft) K₁ = 2 based on pipe velocity -10 ft 10 ft-- (7)|(8) (6) (2) 0.75-in. diameter copper pipe 5 ft 10 ft Wide open globe valve (4) 0.50-in. diameter (5) Q = 12.0 10 ft 18 gal/min (3) (1) 15 ft- Threaded 90° elbows (K=1.5).
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