The total head loss from pipes 1 to 5 of the pipe network shown is 9 m. Consider that f= 0.02 for all pipelines. Determine the discharges in pipelines 1, 2, 3 and 4. L = 450 m D = 450 mm L = 450 m D = 300 mm (3) (2) L = 200 m D = 200 mm 4 L = 480 m D = 250 mm 5 L = 600 m D = 450 mm

The total head loss from pipes 1 to 5 of the pipe network shown is 9 m. Consider that f= 0.02 for all pipelines. Determine the discharges in pipelines 1, 2, 3 and 4. L = 450 m D = 450 mm L = 450 m D = 300 mm (3) (2) L = 200 m D = 200 mm 4 L = 480 m D = 250 mm 5 L = 600 m D = 450 mm

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: With velocity of 7 m/s in the 330 mm diameter pipe in the figure shown, determine the discharge in…

Q: Two tanks with a difference in water levels of 180 m are shown in Figure Q4. The tanks are connected…

Q: Compute the discharges for the pipes of the network shown below. Use the Hardy Cross method. Only…

A: Since the flow which are to be assumed are given, continuity is to be checked, that is Flow into a…

Q: Water is flowing from point A to point B in the system shown in the figure. All the corresponding…

Q: Two pipes 1 and 2 of the same length and diameter are connected in parallel. If f2 = 0.914f1, the…

A: solution Given we know hf=flv2d×2g=flQ212.1d5given f2=0.914f1as the pipes are parallel the head loss…

Q: Two pipes of diameters d1 and d2 converge to form a pipe of diameter d. If the liquid flows with a…

Q: SITUATION. The total head lost from A to E in the pipe system shown in the figure above is 15m.…

Q: At node A, water enters at a rate of 275li/s and flows out at 5 nodes with different rates namely:…

A: Solution At node A , Q = 275 l/s = 0.275 m3/s At node B , Q = 35 l/s = 0.035 m3/s At node C , Q = 80…

Q: The head loss from A to E is 15 meters. Find the discharge in each pipe. For simplicity, assume f =…

A: If you have any doubts please comment

Q: When the three reservoirs are connected by a pipeline as shown in the following figure, (1) use the…

A: z1 - hf1 = z2 - hf2 and z2 - hf21 = z3 - hf3 80 - hf1 = 100 - hf2 and 100 - hf2 = 70 -…

Q: Determine the amount of flow into or out of each reservoir in the pipe system as described on the…

Q: For the pipe network shown in the figure below, what is the flow rate in pipe BA? C O 350 GPM 422…

Q: 2) In the figure shown pipes are in parallel connection with properties given. If the flow into the…

Q: The system shown in the Figure for Question is designed to pump water at 40 L/s from reservoir A to…

A: Q = 40L/s = 0.04 m3/s DAP = 200mm = 0.2m DPB = 150mm = 0.15m

Q: Oil flows at a flow rate of 0.030 (m³/s) in two pipes Connected in Series upwards from point No. (1)…

A: Flow rate, Q = 0.03 m3/s Length , L1 = 700 m Length, L2 = 1 km or 1000m

Q: Calculate the velocity V m/s at a pipeline cross section where the total head, H is 54.6 m, the…

A: ###Determination of Velocity in Pipe at given Section of pipe #### Using bernoulli equation##

Q: Your assigned problem: If the water surface elevation in reservoir B is 110m, what must be the water…

Q: what power must the pump supply in HP to allow this flow?

A: Given:- Discharge, Q=0.35 m3/sHead loss is equal to twice velocity head in 30 cm pipe To find:-…

Q: The internal diameter of the pipe system shown in the figure is 15.24 cm. The exit nozzle diameter…

A: Given :

Q: 791 cfs 197.75 cfs K = 1 K=4 K = 5 197.75 cfs 395.5 cfs K = 3 K = 2

A: Given :- Coefficient of friction(K) in each pipes K1=1 K2=4 K3=3 K4=4 K5=2 K6=5 n= 2 i.e. the number…

Q: Three pipes of different lengths and diameters connected in series discharge 160 liters/s. If the f…

Q: A long pipeline carries 75.0 ft3/s of water from reservoir 1 to junction A, where it is distributed…

A: Given Hazen-Williams coefficient= 150

Q: 1. Find the flow rates in each pipe, neglecting minor losses. 110m 50 m 25 m L (m) D (m) € (m)…

Q: use the three fundamental equations , to solve head losses numerical problems. A discharge of 750…

A: Q=750L/s D=400mm L=65m

Q: 4. A pipeline with diameter of 850 mm and length of 4.1 km connects two fresh water open reservoirs…

Q: C Q=0.050 m³/s Boru 2 K=2 Q=0.020 m/s Boru 3 K3=4 Q=0.037 m/s Boru 5 Kş=1 QB=0.050 m³/s B Boru 1 A…

A: Given data Incoming discharge Outgoing discharge Roughness K

Q: FIGURE Q2 The diameters of the nozzle and the pipe are given by dn = 25 mm and d, = 50 mm,…

A: To determine flow rate through the nozzle and the pressure at points A and B. Given, Diameter of…

Q: The figure shows a pipe network with initial discharge that is used to find the discharge in each…

A: The fluid mechanics is the subject of designing which will be helpful in many designing discipline.…

Q: For the pipe network shown, the flow of water from A to the first junction is 2 cubic feet per…

Q: As shown in the diagram, brine of specific gravity draining from the bottom of the large tank…

A: Given- 100 mm pipe Head h=20 m It is needed to find the velocity of flow along streamline at point…

Q: three pipes are connected in series. the first pipe has a diameter of 520 mm and a length of 361 m.…

A: The equivalent diameter of pipe is required. By using Dupuit's Equation

Q: A pipe 300 m long is to convey 600 liters per second of water between two reservoirs. If the…

Q: Find the discharge through each pipe in the network of pipe shown below: (Taken n = 2) 20 r=5 >50…

Q: 1.78 67 2.67 ies in a system having a static l inor loss coefficient of 20. Dete

A: two siphons are in seriestotal head H =80 ft length L=1200 ftdiameter =6 inches =612 ft' =0.5 ft f…

Q: Pipe No. Length - m Diameter - cm 1 1000 90 2 500 50 600 40 4 800 700 75

Q: The total discharge from A to B in figure is 14 cfs. Determine the discharge in each pipe if the…

Q: The three water-filled tanks shown are connected by pipes as indicated. If minor losses are…

A: Pipe 1: Elevation: Diameter of pipe: Length of pipe: Friction coefficient: Pipe 2: Elevation:…

Q: As shown in the diagram, brine of specific gravity draining from the bottom of the large tank…

A: Given: Z1-Z2 = 20m

Q: SITUATION 4. AN OIL WITH SG = 0.86 FLOWS THROUGH A PIPE 30in. IN DIAMETER AT 700gpm 5. Determine the…

Q: The circular water pipes shown in the sketch are flowing full. The velocity of flow (in m/s) in the…

A: Given Data Determine the velocity in branch pipe-R (VR).

Q: The graphic below shows a reducing section that is part of a vertical pipeline. The pipeline…

A: Given, S = 0.8 Q = 0.6 m3/s P1 = 200 kPa L = 450 mm or 0.45 m

Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

The total head loss from pipes 1 to 5 of the pipe network shown
is 9 m. Consider that f= 0.02 for all pipelines. Determine the
discharges in pipelines 1, 2, 3 and 4.
(1)
L = 450 m
D = 450 mm
L = 450 m
D = 300 mm
(3
(2)
L = 200 m
D = 200 mm
4)
L = 480 m
D = 250 mm
(5)
L = 600 m
D = 450 mm

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: GIVEN

VIEW

Step 2: STEP ) SOLUTION

VIEW

Step 3: STEP ) CALCULATE THE DISCHARGE

VIEW

Solution

VIEW

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

A triangular pipe network is shown in the figure. Q=70 r=1 B Blur=2 Q=30 Q=100 A C The head loss in each pipe is given by h, = rQ¹.8, with the variables expressed in a consistent set of units. The value of r for the pipe AB is 1 and for the pipe BC is 2. If the discharge supplied at the point A (i.e., 100) is equally divided between the pipes AB and AC, the value of r (up to two decimal places) for the pipe AC should be
For the pipe system shown in figure 2, find the flow rate in all pipes neglecting all minor losses. Consider that the pump shown develops 9m of head when velocity in pipe C is 3.6 m/sec. Consider the flowing given data: Water surface in the reservoir is 94m, length of pipe A, B and C are all 840m long each and all have the same diameter of 0.7m with f=0.022 Subject Name is Advance Fluid Mechanics
Considering the system connecting the 4 reservoirs shown, determine the flow in each pipe using Hazen William's equation with C1 = 120 .
A pipe network consists of pipeline 1 from A to B then at B it is connected to pipelines 2 and 3, where it merges again at joint C to form a single pipeline 4 up to point D. Pipelines 1, 2 and 4 are in series connection whereas pipelines 2 and 3 are parallel to each other. If the rate of flow from A to B is 10 liters/sec and assuming f=0.02 for all pipes. Determine the flow in each pipe and the total head lost from A to D.
Considering the following figure with flow from A to D, compute the total head loss front A to D if the flow is 1700 liters per second. (PLEASE INCLUDE COMPLETE SOLUTION)
4. Considering the following figure with flow from A to D, compute the total head loss from A to D if the flow is 1700 liters per second. Pipe 1: Length = 1000 m; = 900 mm; n =0.011 Pipe 2: Length = 650 m; Ø = 450 mm; n =0,011 Pipe 3: Length = 750 m; = 600 mm; n = 0.011 CIL Pipe 4: Length = 460 m; 0= 750 mm; n = 0.011
Q2/ If the flow rate of water through the pipe system shown in Figure shown 2 below is 0.05 (m/s) under total head loss of 0.9 (m) determine the diameter of pipe C. Assume f = 0.02 for all pipes and neglect the minor losses Pipe A 300 m, 200-mm diameter Pipe B 266 m, 160-mm diameter Pipe C 190 m Pipe D 510 m, 250-mm diameter
2.2. A pump adds 40 m against a closed delivery pump, 37 m at discharge of 170 L/s and 25 m at discharge of 340 L/s. a) Calculate the constants bl, b2 and b3 to describe the pump curve mathematically. b) Derive the equivalent pump curve for two pumps in parallel
With velocity of 9 m/s in the 234 mm diameter pipe in the figure shown, determine the discharge in pipe 4 in m3/s. Assume f = 0.063 for all pipes and neglect minor losses. The following are the properties of each pipe: Pipe 1 (Length=467 m, Diameter = 234 mm) Pipe 2 (Length=598 m, Diameter = 385 mm) Pipe 3 (Length=307 m, Diameter = 732 mm) Pipe 4 (Length=823 m, Diameter = 312 mm) Pipe 5 (Length=1191 m, Diameter = 512 mm)
Express your solution in 4 decimal places.
Problem 2: Calculation of the Flow Rate in a Pipeline Figure 1 shows a pipeline which delivers liquid at constant temperature T from point 1, where the pressure is p, and the elevation is z, to point 2, where the pressure is p2 and the elevation 2₂. The effective length of the pipeline, including fittings and expansion losses, is L and its diameter is D. P = P₁ 44 2 -P= P₂ ܕܐ=ܐ Z= Z₁ Figure 1. Liquid Flow in a Pipeline (a) Calculate the flow rate q (in gal/min) in the pipeline for water at 60°F. The pipeline is nominal 6-inch diameter schedule 40 commercial steel pipe with L = 5000 ft, p= 150 psig, pz = 0 psig, z; = 0 ft, z₂ = 300 ft. (b) Do the calculations for several higher values of p: (200 psig max). Plot the calculated flow rate as a function of pressure difference. Based on the plot, determine the minimum pressure difference needed to start the flow.
Answer asap