3. Pipes 1, 2 and 3 are 300 m of 30cm diameter, 150m of 20cm diameter and 250m of 25cm diameter, respectively, of new cast iron and are conveying water at 15°C. If h = 10m, find the rate of flow from A to B by the equivalent velocity head. Neglect minor losses. Use f = 0.019. 2 E.L. H.G.L. 3 B

3. Pipes 1, 2 and 3 are 300 m of 30cm diameter, 150m of 20cm diameter and 250m of 25cm diameter, respectively, of new cast iron and are conveying water at 15°C. If h = 10m, find the rate of flow from A to B by the equivalent velocity head. Neglect minor losses. Use f = 0.019. 2 E.L. H.G.L. 3 B

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: Determine the external determinacy of the following structures. Put D - if the structure is…

A: Given data in question Beam To find out Indeterminacy Ds= static indeterminacy Dse=external…

Q: Determine the flow in L/s into or out of each reservoir in the pipe system shown; use n=0.011 for…

Q: 8- For the system in figure below, each pipe is 250mm diameter ,1000m length and f=0.015, discharge…

A: For calculating discharge in branched pipes, it is important to know the height of the junction…

Q: A Pipe 1 2 3 L(m) D₁-8 cm 120 180 60 D. 6 cm Three pipes are in parallel with the total loss of 19.7…

Q: Compression parallel to grain= 13.2 MPa Compressionp to grain=4.3 MPa Parallel to Grain= 2.32MPa.…

A: Vertical load at C (P) = 20 kN Compression parallel to grain = 13.2 MPa Compression perpendicular to…

Q: The head loss of a cast iron pipe 900 m. long is 4 m. Compute the diam. of the pipe if it carries a…

A: Given data: Discharge, Q= 0.8 m3/s Length of pipe, L = 900 m Total head loss, hL=4 m

Q: Q3) the difference in water surface between two reservoirs is 8m, these reservoirs are connected by…

Q: 300 m- Pump 1m 300 m- Water Elevation = 40 m -Elevation = 20 m -Elevation 10 m 3. A water discharge…

A: Q = 10 m3/s D = 1 m HL =

Q: ) Water is pumped from a reservoir to a packed tower at a volumetric flow rate of 0.02 m³/s. Water…

Q: Example: Horizontal pipe system passing oil y = 7.18kN/m³, U= 8.9 * 10-5, diameter of each pipe…

A: Given:- The unit weight of the oil = 7.18 kN/m3 The value of U = 8.9×10-5 The diameter of each…

Q: The three-tanks system in figure are interconnected as shown. Compute the flowrate in each pipe,…

A: Solution: Given Data: Pipe length:L1=2000 m f1=0.013L2=2300 mf2=0.020L3=2500 mf3=0.023Pipe…

Q: Q.2. For the pipe network shown in the figure below, find the diameter of pipe (DC) if the head…

A: L = 500 m CHW = 100

Q: Problem 3 Water needs to flow from one large tank with water surface elevation of 120 m to another…

Q: 3) The flow from A to E is 280 L/s.If n=0.011 for all pipes, 4 A B 2 C E 6. Pipe # Length(m)…

Q: A discharge of 8 m /s is flowing through a main pipe A and is divided into two branch pipes B and C.…

A: Given data : The value of discharge through main pipe A is QA=8 m3/s The value of discharge through…

Q: -For the pipe system shown in fig. have tow pipes with equal length, what will be the length of pipe…

A: to find - length of pipe

Q: The figure shows a looping water pipe system. Pressure at A = 85 m and E = 55m. Assume f = 0.053…

A: step 1-

Q: (c) Figure Q4(c)(i) shows the system consists of 1200 m of 5 cm cast-iron pipe, two 45° and four 90°…

A: L = 1200 mD = 5 cm or 0.05 m Q = 0.005 m3/s = 0.001 kg/m s

Q: Water is flowing in the straight 100mm diameter coated cast iron as shown in the figure. Due to…

A: Given data: D=100 mm =0.1m L=180 m

Q: 4. Assume that the head loss in the pipe is given by hL = 0.014(L/D) (V2/2g), where L is the length…

A: HL = NOTE : As per guidelines, first 3 parts are solved. Request you to post remaining parts…

Q: From a clear water reservoir 4 m deep and maximum water level at 30.00m, water is to be pumped to an…

A: Analyzing the Circuit:Series vs. Parallel: The resistors R1 and R2 are connected in series. This…

Q: A- (IUITARRA! Water flows in a circular pipe which reduces in diameter from (500 mm) at point (A) to…

Q: e flow in each pipe in the network

Q: 2. From the figure shown, pipe AB is 400m long, 200 mm in diameter and f= 0.003, pipe U is 300 m…

A: PipeLength (L) mDiameter (d) mFriction factor…

Q: 33 Elev A Water Elev C Turbine Elev B Water flows from Reservoir A (Elev 128 ft.) to a turbine (Elev…

A: Given Discharge, Q = 35 ft3/s Elevation of reservoir A = 128 ft Elevation of Turbine = 73 ft…

Q: Pipes 1, 2 and 4 are connected in series with pipes 2 & 3 parallel to each other. Pipelines…

Q: Water at 10°C flows through a branched pipe system as shown. Branch 1 is 400 m. long and branch 2 is…

A: Given Data: The data is given as: Diameter of pipe1(d1)=0.075mDiameter of pipe2(d2)=0.1mLength of…

Q: Three reservoirs Z, Y, and X meet at junction P. Reservoir Y (25m above Reservoir X) is at Elev.…

A: Given rate of flow from z = 605L/sec Ele = 282m

Q: // Find the total head loss of water moving in the pipe shown in figure below. The pipe is…

Q: Q7/Three pipes are connected in series 1,2 and 3 are 300 m of 300 mm diameter, 150 m of 200 mm…

Q: 1- Two pipes merge into a single pipe. Before the flow is fully-developed, the velocity profile is…

A: The flow of liquid depends upon various factors like the velocity of the fluid, diameter of the…

Q: A fire protection system is supplied from a water tower and standpipe 80ft tall. The longest pipe in…

A: Given that :

Q: A pipe connected in series has the following roughness or friction coefficients: Pipe 1 C = 90…

A: assuming all value given in mks system C=1nR16 where R =hydraulic radius=D4 for pipe C=10.015X…

Q: Prob.13. Two pipes of length 2500 m each and diameters of 80 cm and 60 cm respectively, are…

Q: Water flows in a new 10 cm diameter cast iron pipe with f= 0.027 at a velocity of 1 m/s. For a pipe…

Q: a. Find an expression for V₂. b. Find the initial time that V₂ first is zero. c. Find the mean…

Q: Water flows through a set of pipes from a reservoir to the point of use, 12.5 m below the water…

Q: Three pipes are connected in series. Pipe 1 has length of 850m and diameter of 600mm. Pipe 2 has…

Q: Problem 2(: For the series/parallel pipe system shown, determine the flow rate in pipe 4 if the…

Q: 1. The total head loss from A to D in the looping pipe system below is 9m. Assuming C = 120 in all…

A: HLAD = 9 m C = 120 Q = 50 L/s or 0.05 m3/s

Q: B/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume…

Q: Consider a steel pipe of inside diameter of 10.02 in having in it an open globe valve (K = 4.8) and…

A: Solution of a given problem ####

Q: 2. The 150mm pipeline shown condu lower elevation through a nozzle wh surface in the reservoir (1)…

Q: 0.9m^3 400m-300mm 500m-200mm 0.2m^3 0.1m^3 n0.013 fa0.017 for all 4 pipes s00m-200mm 300m-150mm…

A: Darcy-Weisbach Equation for flow in each pipe : hL=rQnwhere, n=2⇒r=fLπ2gD5=fL12.1D5 From…

Q: Ex. # 2 A new cast iron pipe 300 mm in diameter and 1600 long carries water from a reservoir and…

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

3. Pipes 1, 2 and 3 are 300 m of 30cm diameter, 150m of 20cm diameter and 250m
of 25cm diameter, respectively, of new cast iron and are conveying water at 15°C. If
h = 10m, find the rate of flow from A to B by the equivalent velocity head. Neglect
minor losses. Use f = 0.019.
2
E.L.
H.G.L.
3
B

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 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

answer the following
Kindly answer correctlly. Show all the necessary steps
Three parts ...
Fluid mechanics ضهذعسو
Please answe #1
Asap!!!
Pls answer with complete soln. I need it in 10 mins. THANK YOU
Situation 3: The head loss from A to E is 30 m. Compute the flow for pipes 1, 2, 3, 4, and 5 7. Compute for the discharge at pipe 1 8. Compute for the discharge at pipe 2 9. Compute for the discharge at pipe 3 10. Compute for the discharge at pipe 4 11. Compute for the discharge at pipe 5 Pipe f Diameter Length (mm) in (m) 1 0.025 500 450 2 0.022 300 600 3 0.021 350 1500 4 0.023 450 2800 5 0.023 350 600 6 0.025 450 600
Two pipes connected in parallel having a total discharge of 0.05 cu. m/s If pipe A has a total head loss of 0.5 m whose length and diameter are 200 m and 150 mm respectively. Pipe B have a length of 100m and diameter of 200mm. If they have the same friction factor f = 0.02. Compute the discharge at pipe Ba. 0.04 cum/s b. 0.01 cum/sc. 0.02 cum/sd. 0.03 cum/s
If the total flow of 4.0m3/? takes place in the three pipes. Determine the distribution offlow. The pipe lengths, diameters and frictions factors are shown below.
For the pipe network shown below, Problem 4(- f=0.022 for all pipes. Determine the discharge in line be after two corrections (after AQ,' and AQ,' are applied, if applicable). The initial assumed flow rates are provided. Diameters of horizontal pipes in mm are 600 and 500 for others. 400 L/s a b 1000 m 800 m 150 L/s 250 L/s AQ1 150 L/s AQ2 600 m 400 L/s
For the branching pipe system shown, determine the flow in each branch. The fluid in each reservoir is water at 20°C and all pipes are made of cast iron