Consider the pressurized horizontal pipe network consisting of three pipes arranged in series. Thecharacteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 5 cfs and thepressure head at Node A is yA = 200 feet. The temperature of the water is 60° F.a) Determine the friction head loss hfric in feet in Pipe 1.b) Determine the friction head loss hfric in feet in Pipe 2.c) Determine the friction head loss hfric in feet in Pipe 3.d) Determine the pressure head ys in feet at Node B.e) Determine the pressure head yc in feet at Node C.f) Determine the pressure head yo in feet at Node D.FlowFrictionPressureDiameter Length Friction(feet)(cfs)headНeadPipe (inches)factor fKpipeloss (feet)Node(feet)1165000.0115A20021210000.013B3107500.015DNodeNodeNodeNodeAвD5 cfs5 cfsPipe 1Pipe 2Pipe 3

Given Q = 5 cfs Pipe 1 D = 16 inch, L = 500 ft , f= 0.011 Pipe 2 D= 12 inch, L = 1000 ft, f =…

Consider the pressurized horizontal pipe network consisting of three pipes arranged in series. The characteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 5 cfs and the pressure head at Node A is yA = 200 feet. The temperature of the water is 60° F. a) Determine the friction head loss hric in feet in Pipe 1. b) Determine the friction head loss hric in feet in Pipe 2. c) Determine the friction head loss hric in feet in Pipe 3. d) Determine the pressure head ys in feet at Node B. e) Determine the pressure head yc in feet at Node C. f) Determine the pressure head yo in feet at Node D. Flow (cfs) Friction Pressure Diameter Length Friction (feet) head Нead Pipe (inches) factor f Kpipe loss (feet) Node (feet) 1 16 500 0.011 5 A 200 2 12 1000 0.013 B 3 10 750 0.015 D

Consider the pressurized horizontal pipe network consisting of three pipes arranged in series. The characteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 5 cfs and the pressure head at Node A is yA = 200 feet. The temperature of the water is 60° F. a) Determine the friction head loss hric in feet in Pipe 1. b) Determine the friction head loss hric in feet in Pipe 2. c) Determine the friction head loss hric in feet in Pipe 3. d) Determine the pressure head ys in feet at Node B. e) Determine the pressure head yc in feet at Node C. f) Determine the pressure head yo in feet at Node D. Flow (cfs) Friction Pressure Diameter Length Friction (feet) head Нead Pipe (inches) factor f Kpipe loss (feet) Node (feet) 1 16 500 0.011 5 A 200 2 12 1000 0.013 B 3 10 750 0.015 D

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter7: Seepage

Section: Chapter Questions

Problem 7.1P

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