For the piping system shown below, determine the flow distribution and the piezometric heads at the junction (j) using the Newton-Raphson Method of solution, power = 20 Kw D,= 0.2 m, D,= 0.15 m, D,= 0.15 m 2 f,= 0.021, f,- 0.018, f,= 0.023 L2=140 30 m B L3=345 L1=95 15 m |10 m A Pump 1 j

For the piping system shown below, determine the flow distribution and the piezometric heads at the junction (j) using the Newton-Raphson Method of solution, power = 20 Kw D,= 0.2 m, D,= 0.15 m, D,= 0.15 m 2 f,= 0.021, f,- 0.018, f,= 0.023 L2=140 30 m B L3=345 L1=95 15 m |10 m A Pump 1 j

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 2. Consider the piping network shown. The pressure heads at points A and B are 80m and 52m,…

A: Pressure head at A, hA=80 m Pressure head at B, hB=52 m Head loss, H=80-52=28 m Hazen William…

Q: P1: Oil (S=0.88) is transported through the system as shown below. Find the pressure head difference…

A: P1. Given: Specific gravity of oil is 0.88. The power supplied by the pump to the system is 5 kW.…

Q: PROBLEM 04: The fluid in the figure is water, with the surface 20m above the datum. The pipe is 15cm…

A: we will use bernoulli equation.

Q: Problem 7: The two pumps in problem 6 are now arranged in parallel. The static head is 40 ft. The…

A: Given that the two pumps are connected in parallel. The static head is 40ft. Hs = 40ft Diameter, D =…

Q: pipe containing pump and turbine has enlargement and contraction in diameter, consider all losses…

A: Apply Bernoullis theorem PAγw+vA22g+zA+HP=PBγw+vB22g+zB+HT+HLHP= head due to pumpHT=Head due to…

Q: 3. A 500 mm diameter pipe conducts water from reservoir A at elev. 70m to a pressure turbine, which…

Q: ind the elevation of water at reservoir C. Provide FBD and choose the right answer below

Q: 5. A pump draws water from reservoir A and lifts it to reservoir B. The loss of head from A to 1 is…

Q: Un the igu The head loss irom point 1 to point 2 is 1.50 m and from point 2 to point 3 is 2.40 m.…

A: D=50mm L=8m

Q: The figure shows a siphon discharging oil (s=0.90). The siphon is composed of 8 cm pipe from A to B…

Q: A centrifugal pump lifts water against of 0.08 m, major losses in the suction side h,, = EN m and in…

A: Solution: Given Data: Static head,∆z=24 m=26 md=0.08 mLosshsuction=240.3=2.594…

Q: reynolds number b.) total head lossv(m) c.) gage pressure at 1

A: Gauge pressure: - It is defined as the extra pressure to a system with respect to local atmospheric…

Q: Determine the flow rate in the siphon shown. Diameter of the pipe is 2.5cm. B 1.8m A water 3.6m Your…

Q: A 50mm diameter siphon discharges oil (sp.gr. =0.82) from a reservoir (elev.20m) into open air…

Q: find the elevation of water at reservoir C.

Q: An 8 hp pump is installed near the reservoir container of oil having a s.g. Of 0.82. The rate of…

Q: The water levels in the two reservoirs A and B are 104.5 m and 100 m respectively above the datum.…

A: Diameters - of AD - DAD = 300mm of BD - DBD = 450mm of CD - DCD = 600mm Length - LAD = 240mm LBD =…

Q: From a reservoir A whose surface elevation is 225 m, water is pumped through 1200 m. of 300 mmø…

A: Given data Diameter of pipe(d) = 300mm = 0.3m Length of pipe between 1 and 3 = 600m Length of pipe…

Q: Three pipes 1, 2 and 3 from three reservoirs A,B and C, respectively, meet at a junction whose…

A: Given:- Pipe 1 Pipe 2 Pipe 3 A-J…

Q: Two pipes A and B which are connected in series have diameters and lengths equal to 400 mm 0200 m,…

Q: In the parallel system shown, pipe 1 has a length of 3000 ft and 20-inch in diameter. Pipe 2 is 5000…

A: Solution:

Q: Problem 7-66 Determine the flow in each of the pipes shown in the figure. Assume f 0.02 for all…

A: Given Friction factor= 0.02

Q: 2. The suction pipe of a pump rises at a slope of 3 vertical in 4 along the pipe which is 12 cm in…

A: To find Maximum discharge that the pump may deliver?

Q: A flow rate of 2 m³/s exists in the pipe shown in the figure. What is the expected power output of…

A: Solving parts (c) and (d) only Given:- The flow rate in the pipe = 2 m3/s The diameter of the pipe =…

Q: QI: Determine: 1- The diameter of pipe for transmitting maximum power. 2- The velocity, and 3- Power…

Q: Assuming that there are no energy losses in the system, calculate the volume flow rate through the…

A: A syphon is given which is drawing water from a swimming pool. Internal Diameter of syphon = 40mm…

Q: Nozzle

A: To calculate pressure head at point 2. Applying Bernoullis equation at point 2 and exit. Note that…

Q: ind the elevation of water at reservoir C.

Q: For the piping system shown below, determine the flow distribution and the piezometric heads at the…

A: Newton-Raphson Method ; The Newton-Raphson technique (also known as Newton's method) is a method for…

Q: In the figure the water (P = 1000 kg/m3) enters the pump to be raised at (1), with a pressure P1 =…

Q: Water is pumped from the reservoir with a surface elevation of 200 m across the valley to another…

A: Given that...

Q: For the piping system shown below, determine the flow distribution and the piezometric heads at the…

Q: A 24 in. pipe conducts water from reservoir A to a pressure turbine (elev. = 20'), which discharges…

A: Given Q = 30 cfs Elevation of B = 5 ft Conversion 1 HP = 550 lb-ft/s

Q: What is the required pump power (Pa) for the system below?

Q: 3. A syphon of diameter 200 mm connects two reservoir having a difference in elevation of 20 m.…

Q: 5. Oil (S=0.92) is transported through the system as shown below. If the pressure head difference…

A: Given :

Q: A storage reservoir supplies water to a pressure turbine under a head of 20 m. If the flow rate is…

A: We can determine the pressure and energy absorbed by turbine using Bernoulli equation

Q: A 24 in. pipe conducts water from reservoir A to a pressure turbine (elev. = 15'), which discharges…

A: Given Discharge = 25 ft3 /s

Q: A 56-mm-diameter siphon is drawing oil (SG = 0.818) from an oil reservoir, as shown in the figure.…

Q: 2) A pump draws 24L/s of water from reservoir A and lifts it to reservoir B. The head lost from A to…

Q: Estimate the equivalent hydraulic conductivity for flow in the horizontal direction. Also calculate…

Q: An engineer is hired to design a swimming pool 15 m long by 6 m wide by 2 m deep. For water supply,…

Q: Two pipes are connected in parallel between two reservoirs: L1= 2500 m, D1 = 1.2 m, C1 = 90; L2 =…

A: Givenhf=3.8mL1=2500m, L2=2300mD1=1.2m, D2=0.8mC1=90, C2=100The hazen williams equations for pipe…

Q: Elev A Water Elev C Elev B Nater tiows fom elocit

A: Given Elevation A = 133 m Elevation B= 30 m 1 m = 3.28084 ft

Q: Point A in the suction pipe is 1 m below the pump. It is mounted with anopen manometer which reads a…

A: When the liquid in the motion it possess three energy like kinetic, pressure and potential energy.…

Q: The total discharge (flowrate) from A to B in the figure below is 300 liters/s. Pipe lennthe are:…

Q: For the piping system shown below, determine the flow distribution and the piezometric heads at the…

A: given data Power = 20KW Solution Determine the direction of flow in pipe 2 Assume no flow in pipe…

Q: A 90% efficient pump lifts water from a lower reservoir a shown in the figure. The head loss in the…

Q: The commercial steel tube is then 100 m long and 0.4 m in diameter. Calculate the height of the…

A: Given- L=100md=0.4mV=7.95m/s @ 4°cSteel commercial piperoughness=0.05×10-3mtakenViscosity at…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

For the piping system shown below, determine the flow distribution and the piezometric
= 20 Kw
heads at the junction (j) using the Newton-Raphson Method of solution, power
= 0.15 m
D,= 0.2 m,
D,= 0.15 m,
%3D
2.
f=0.021,
f= 0.018,
f,= 0.023
L2=140
30 m
B
L3=345
L1=95
2
15 m
|10 m
A
Pump
1

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

For the piping system shown below, determine the flow distribution and the piezometric heads at the junction (j) using the Newton-Raphson Method of solution, power 20 Kw D = 0.2 m, D,= 0.15 m, D,= 0.15 m f= 0.021, f,= 0.018, f, = 0.023 L1=100 L2=145 L3=350 30 m В 2 15 m 10 m A Pump 1 j
hardy cross method please For the piping system shown below, determine the flow distribution and the piezometric heads at the junction (j) using the Hardy-Cross Method of solution. Power 20 Kw D= 0.2 m, D=0.15 m, D= 0.15 m f- 0.021, f,=0.018, f,=0.023 30 m 2 15 m 10 m A 3. Pump 1 L1=185m L2=230m L3=435m
For the piping system shown below, determine the flow distribution and the piezometric heads at the junction (j) using the Hardy -Cross Method of solution. Power = 20 Kw D= 0.2 m, D,= 0.15 m, D,= 0.15 m f= 0.021, f= 0.018, f, = 0.023 L1=160m L2%3D205m L3=D410 30 m B 2 15 m C 10 m A Pump 3.
The discharge flowing down the pipe is 0.03 m3/s and the pressure at 2 is 20kPa. Assuming the losses in the pipe is negligible. A U-tube is connected between points 1 and 2 to determine the difference in their pressure, what would be the value of y. Liquid flowing in the pipe is water
For the piping system shown below, determine the flow distribution and the piezometric heads at the junction (j) using the Hardy-Cross Method of solution. Power = 20 Kw D= 0.2 m, D,= 0.15 m, D= 0.15 m f,= 0.021, f= 0.018, f, = 0.023 L2=180 30 m L3=385 B L1=135 2 15 m | 10 m A 3 Pump 1
A capillary tube of inside diameter 6 mm connects tan A and open container B, as shown in the Figure. The liquid in A, B, and capillary CD is water having a specific weight of 9780 N/m³ and viscosity of 0.0008 kg/(m-s). The pressure pa 34.5 kPa. Assume laminar flow. (a) Determine the head loss in the pipe in terms of the discharge Q. Ans: 11,0580 (b) Determine the discharge in L/s. Ans: 0.00787 (c) Determine the Reynolds Number. Ans: 2,079 1.4 m L = 4.3 m Container B PA Air 45 1 m Tank A
Situation 1: In the pipe system shown, the velocity of water in pipe A is 1 m/s. The friction factor f = 0.02 for all pipes. a. Determine the discharge in pipe B. b. Determine the velocity in pipe C. c. Determine the headloss in pipe E. d. Determine the difference in elevation of the two reservoirs. Water D A 300 m 200 mm D 300m 500 mm Diom 600m 300mm Diam 300m 300mm D B 800 m 300mm Diam E
(Flow through Single Pipes). Determine the flow in each pipe and the pressure at the junction node, D. Assume elevation at Node, D to be 328 feet and friction factor, f, of 0.02 for all pipes. [NOTE: This is a three-part problem]. A B Elevation (ft) Length (ft) 19,680 Diameter (ft) Reservoir Pipe Part A) A 656 AD 3.28 В 590 BD 13,120 2.5 558 CD 29,520 2.5 19,680 13,120 Part B) A 656 AD 3.28 В 574 BD 3.28 CD 29,520 19,680 19,680 492 2.5 Part C) A 656 AD 3.28 В 590 BD 3.28 492 CD 19,680 3.28
2. Consider the piping network shown. The pressure heads at points A and B are 80m and 52m, respectively. If the Hazen- Williams Coefficient for all pipes is 110, calculate the flowrate in each pipe. 1 A B 3 2 L₁ = 3000m L2 = 2600m L3 1300m D₁ = 300mm D₂ = 250mm D3 = 200mm
(4) Consider that we have a horizentral pipe, like shown in the sketh, which is carrying in this case, cooling water at 10 °C. The elevation of the big tank of cooling water is 100 m, the elevation of the center line of the pipe is 20 m, the length of the pipe is 2000 m. Head loss in the pipe is 0. 07 L / D) V? H. D=20 cm, the rate of flow is 0.0 a=1 ase calculate the 2g pressure in the pipe. Elevation = 100 m Elevation = 20 m L=2000 m %3D II ||
Three pipes connected in series with lengths L1 = L2 = L3 = 300 m and diameters D1 = 75 mm, D2 = 50 mm, D3 = 25 mm. The discharge at the 50 mm pipe = 200 lps, kinematic viscosity = 1.12 x 10-6 m2/s and ε = 0.35 mm. Using Haaland and Darcy-Weisbach Formula, determine the following: a. Which pipe has the highest Renoylds Number? b. Which pipe is the smoothest? c. Compute the total head loss
Ex. For the square loop shown: 1. find the discharge in all the pipes. All pipes are 1 km long and 300 mm in diameter, with a friction factor of 0.0163. Assume that minor losses can be neglected. 2. If the required pressure at point d=25 m, then find the required pressure in point A 20 4/5 100 4/6 D 40 L/s C 40 L/S