Consider the pressurized horizontal pipe network shown below. Pipe 2 is arranged in parallel with Pipe 3. Thecharacteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 10 cfs and thepressure head at Node A is yA = 180 feet. The temperature of the water is 60° F.a) Determine the flow in cfs in Pipe 2.b) Determine the flow in cfs in Pipe 3.c) Determine the friction head loss hric in feet in Pipe 1.d) Determine the friction head loss hfic in feet in Pipe 2.e) Determine the friction head loss htric in feet in Pipe 3.f) Determine the friction head loss hfric in feet in Pipe 4.g) Determine the pressure head ys in feet at Node B.h) Determine the pressure head yc in feet at Node C.i) Determine the pressure head yo in feet at Node D.FlowFrictionPressureDiameter LengthPipe (inches) (feet)Friction(cfs)headНeadfactor fKpipeloss (feet)Node(feet)1165000.01210A1801210000.014B1010000.015165000.02010DPipe 2NodeNodeNodeNodeAвD10 cfs .10 cfsPipe 1Pipe 4Pipe 33.

Head loss due to friction: The loss in the pipe is divided into two types, those are major loss and…

Consider the pressurized horizontal pipe network shown below. Pipe 2 is arranged in parallel with Pipe 3. The characteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 10 cfs and the pressure head at Node A is ya = 180 feet. The temperature of the water is 60° F. a) Determine the flow in cfs in Pipe 2. b) Determine the flow in cfs in Pipe 3. c) Determine the friction head loss hynic in feet in Pipe 1. d) Determine the friction head loss hyic in feet in Pipe 2. e) Determine the friction head loss hpric in feet in Pipe 3. f) Determine the friction head loss hric in feet in Pipe 4. g) Determine the pressure head ys in feet at Node B. h) Determine the pressure head yc in feet at Node C. i) Determine the pressure head yo in feet at Node D. Flow Friction Pressure Diameter Length Friction Pipe (inches) (feet) factor f (cfs) head Нead Kpipe loss (feet) Node (feet) 1 16 500 0.012 10 A 180 12 1000 0.014 10 1000 0.015 4 16 500 0.020 10 D Pipe 2 Node Node Node Node A B D 10 cfs • 10 cfs Pipe 1 Pipe 4 Pipe 3 3.

Consider the pressurized horizontal pipe network shown below. Pipe 2 is arranged in parallel with Pipe 3. The characteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 10 cfs and the pressure head at Node A is ya = 180 feet. The temperature of the water is 60° F. a) Determine the flow in cfs in Pipe 2. b) Determine the flow in cfs in Pipe 3. c) Determine the friction head loss hynic in feet in Pipe 1. d) Determine the friction head loss hyic in feet in Pipe 2. e) Determine the friction head loss hpric in feet in Pipe 3. f) Determine the friction head loss hric in feet in Pipe 4. g) Determine the pressure head ys in feet at Node B. h) Determine the pressure head yc in feet at Node C. i) Determine the pressure head yo in feet at Node D. Flow Friction Pressure Diameter Length Friction Pipe (inches) (feet) factor f (cfs) head Нead Kpipe loss (feet) Node (feet) 1 16 500 0.012 10 A 180 12 1000 0.014 10 1000 0.015 4 16 500 0.020 10 D Pipe 2 Node Node Node Node A B D 10 cfs • 10 cfs Pipe 1 Pipe 4 Pipe 3 3.

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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