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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

i need the answer quickly
please solve in SI units
In the friction free shown, the following: compute a. Pressure of the water in the tube at point B. 1.5 m b. Pressure of water in the tube at 3 m A.
L = 900m D=35cm L=600m L=900m D=75cm D=60cm L=600m D=30cm L=900m D=40cm A flow rate of 0.5 m³/s is branched into three pipes and then rejoined in the concrete parallel pipes as shown in the figure below. Find the head of loss between point A and point B. Here, the coefficient of friction loss in all tubes is 0.03.
8. Calculate the pore water pressure at point A through I shown on the following flow net. 14 m 10 m CDEFGH
An oil of viscosity 8 poise flows between two parallel fixed plates which are kept at 60 mm distance. The pressure drop over the length of 150 cm is observed to be 4.5 kPa. The width of the plates is 0.2 m. The discharge of flow (in Ips) is [Assume laminar flow.]
A vertical triangular gate with Alcohol (SG = 0.78) on one side is shown in the figure. Determine the total resultant force acting on the gate and the location of the center of pressure. +dy 3ft Unit weight of the liquid (y) Value of hbar (h) Area of the rectangular gate (A) Hydrostatic Force (F) Value of (Igx) Value of ybar (9) Location of the Hydro.Force measured from the water surface of the gate inclined (yp) Ib/ f ft ft lb fi ft ft ***answer Hydrostatic Force F on the box below:
7. What is the pressure value (PA) needed to achieve equilibrium for the figure shown (kPa)? a. 0.59 c. 1.02 b. 1.02 d. None of all these PA S.G=0.87 30 120 mm
estimate the pressure at points A and B. (given the distance X=4.6m and Y=0.90m)
Q- In a pond at a depth of 5m air bubble is formed of diameter 0.8mm. Calculate gauge pressure inside air bubble. Assume surface tension = 0.075N/m.
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 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. Flow Friction Pressure Diameter Length Friction (feet) (cfs) 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 Node Node Node Node A в D 5 cfs 5 cfs Pipe 1 Pipe 2 Pipe 3
A 25-mm-diameter pipe 35m long is used to convey oil. The oil has a density of 880kg/m³ and a kinematic viscosity of 0.25×10*m³/s. The discharge in the pipe is Q=24x10*m³/min. Given that the pipe is placed horizontally and there are no any minor losses. Determine the pressure drop between the entrance and exit of pipe.