The diagram below shows a pipe network system. Two connecting reservoirs, 1 and 2, have water level elevations of 150 feet and 30 feet above datum, respectively. This network consists of a 8- inch diameter pipe (Pipe A) of length 1200 feet, connected to a two pipes in parallel, Pipe B (800 feet long with a diameter of 6 inches) and Pipe C (900 feet in length with a 4-inch diameter). The parallel branch then connects back to a single pipe, Pipe D, which is 500 feet long and has a diameter of 6 inches. All pipes are made of concrete, but the roughness varies. This leads to varying friction coefficient values for each pipe, see table below. FIND THE VELOCITIES AND FLOW RATES IN EACH PIPE. N.B.: NEGLECT ALL SECONDARY HEADLOSSES (ENTRANCE, EXIT, EXPANSION/CONTRACTION). Reservoir 1 PIPE A B C D A FRICTION COEFFICIENT 0.035 0.025 0.045 0.025 C B D Reservoir 2

The diagram below shows a pipe network system. Two connecting reservoirs, 1 and 2, have water level elevations of 150 feet and 30 feet above datum, respectively. This network consists of a 8- inch diameter pipe (Pipe A) of length 1200 feet, connected to a two pipes in parallel, Pipe B (800 feet long with a diameter of 6 inches) and Pipe C (900 feet in length with a 4-inch diameter). The parallel branch then connects back to a single pipe, Pipe D, which is 500 feet long and has a diameter of 6 inches. All pipes are made of concrete, but the roughness varies. This leads to varying friction coefficient values for each pipe, see table below. FIND THE VELOCITIES AND FLOW RATES IN EACH PIPE. N.B.: NEGLECT ALL SECONDARY HEADLOSSES (ENTRANCE, EXIT, EXPANSION/CONTRACTION). Reservoir 1 PIPE A B C D A FRICTION COEFFICIENT 0.035 0.025 0.045 0.025 C B D Reservoir 2

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: It is required to pump water at the rate of 8.750 gpm from a reservoir whose surface is at an…

A: Q = 8.75 gpm or 0.019 cfs Z1 = 180 ft D1 = 30 inch or 2.5 ftD2 = 24 in or 2 ft

Q: ) A pump has a characteristic curve described by the equation: hp = 12-0.1Q^2 What is the pump…

Q: 9.168. Calculate the flowrates in the pipes of this network. The length, diameter, and f value is…

Q: Two reservoirs have a different in level of 9 m and are connected by a pipeline, which is 38 mm in…

A: Given: Length of pipe is 13m having diameter as 38 mm and last 6m length have diameter of 23mm.…

Q: Pipe Length (m) Diameter(m) Friction factor, f AJ 1800 0.40 0.020 BJ 2000 0.50 0.025 CJ 4000 0.80…

Q: 1. A pipe network consists of pipeline 1 from A to B, then at B it is disconnected to pipelines 2…

Q: If the pipe from junction J to reservoir C willI be replace by two pipes with the same diameter what…

Q: A pump operating at 1846 rpm delivers 154 gpm at 64 ft head. If the pump is operated at 2076 rpm,…

A: To determine the operating head of pump for given flow conditions. Given, Situation 1: Operating…

Q: Consider that water is pumped a distance equal to the last three digits of 917551848 in kilometer…

A: Following are the given information. Pump to reservoir distance =848 km Reservoir A elevation =mean…

Q: Suppose we have planned to design a hydraulic system.In this aspect, the pump selection is to be…

A: In hydraulic system minimum diameter of pipe is used so that high pressure can be maintained in…

Q: Three reservoirs are interconnected as shown. Calculatethe discharge in each pipe.

Q: A wastewater pump is discharging at a rate of 0.5 m3/s. It has a discharge nozzle diameter of 350 mm…

A: According to given data A wastewater pump is discharging at a rate of 0.5 m3/s.It has a discharge…

Q: The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor…

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

Q: 2.In a water treatment unit, the flow through a trapezoidal cross-sectional tapping channel, is…

Q: A pump is installed in the pipeline between reservoirs A and E as shown in the figure below. Water…

A: Given, Hazan Williams coefficient =120 discharge Q=10 ft3/s Elevation A and B is 25ft and 40 ft

Q: With an observation well situated is 69.7 ft away from the pumping well (which is pumping at the…

A: Answer Based on the given data, we can use Cooper-Jabob method of solution to obtain T,K and S.…

Q: Determine the flow in each pipe in the 3 reservoirs shown.

A: So that the data givem is Reservoir A has elevation 80 m B has elevation 50 m C has elevation 10…

Q: Consider the gravity pipeline shown below figure, which transmits a discharge of 0.3 m3/s. Determine…

A: Given, Head difference= 120-110 =10 m C=100 Q=0.3 m3/s L=500 m

Q: Three reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which merges at a…

A: Solution:- Given data:- Pipe Diameter Length Friction factor 1 800 mm 1500 mm 0.0157 2 600 mm…

Q: Three reservoir are connected as shown in figure 1. What is the discharge in each line? All pipes…

A: The given figure is shown below:

Q: A pipe network consists of pipeline 1 from A to B then at B it is connected to pipelines 2 and 3,…

Q: Irrigation and drainage, i need solutions in 15 minutes please. MCQ/A 30 cm diameter well completely…

A: Given data: well radius (rw)=302×100=0.15mpermeability(k)=45 m/day =4524×60=0.03125 m/minradius of…

Q: For the given pipeline system, determine the average discharge 'Qav' passing within the pipe. Ignore…

A: Given data Length Diameter Head loss Temperature

Q: Pipe Length, m Diameter, mm Elev A = 90 m A 1 300 100 Pipe-1 0 2 400 150 Pipe-2 Pipe-3 3 500 200…

A: Given Discharge from A= 1200 l/ s

Q: The three reservoirs, A, B and C are connected by pipelines A, B and C respectively which meets at…

Q: Question 7 (Parallel pipes) Two reservoirs are connected by two parallel pipelines with diameters of…

Q: The total head loss from pipes 1 to 5 of the pipe network shown is 9 m. Consider that f= 0.02 for…

Q: Reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the…

Q: DIAMETER (MM) PIPE LENGTH (M) HAZENS, C 1. 600 450 120 3600 300 100 3. 1200 D3 110 Dotormine the…

Question

100%

The diagram below shows a pipe network system. Two connecting reservoirs, 1 and 2, have water
level elevations of 150 feet and 30 feet above datum, respectively. This network consists of a 8-
inch diameter pipe (Pipe A) of length 1200 feet, connected to a two pipes in parallel, Pipe B (800
feet long with a diameter of 6 inches) and Pipe C (900 feet in length with a 4-inch diameter). The
parallel branch then connects back to a single pipe, Pipe D, which is 500 feet long and has a
diameter of 6 inches. All pipes are made of concrete, but the roughness varies. This leads to varying
friction coefficient values for each pipe, see table below.
FIND THE VELOCITIES AND FLOW RATES IN EACH PIPE.
N.B.: NEGLECT ALL SECONDARY HEADLOSSES (ENTRANCE, EXIT,
EXPANSION/CONTRACTION).
Reservoir 1
PIPE
A
B
C
D
A
FRICTION
COEFFICIENT
0.035
0.025
0.045
0.025
C
B
D
Reservoir 2

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: Using Darcy-Weisbach equation

VIEW

Step 3: Determining flow rate and velocity in pipes

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

ACTIVITY PIPES IN SERIES AND PARALLEL & RESERVOIR PROBLEMS 1. A pipe network consists of pipeline 1 from A to B, then at B it is disconnected 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 L/s and assuming f = 0.02 for all pipes, determine the flow in each pipe and the total head lost from A to D. Pipeline 1 Length (m) Diameter (mm) 3000 200 2 2200 300 3 3200 200 4 2800 400 A 1 B 2 3 C
From the given three reservoirs shown. The elevation A is 346 m., B is at elevation 301 m and C is at elevation 241 m. Rate of flow at 1 is 200 liters/sec. PIPE LENGTH (M) DIAMETER HAZENS, C (MM) 450 600 120 3600 300 100 3 1200 D3 110 Determine the diameter of pipeline 3. 175 mm 177 mm O 180 mmm O 184 mm None of the above
From the given three reservoirs, the elevation of A is 345m, B is at elevation 300m, and C is at elevation 240m. The rate of flow at 1 is 300li/sec. A. Compute the headloss in pipeline 2 B. Compute the discharge in pipeline 3 C. Compute the diameter of pipeline 3 Location of pipe Reservoir A to junction X Length (m) 600 Pipe no Diameter (mm) HAZENS (C) 1 450 120 Junction X to Reservoir B 2 3600 300 100 Junctin x to Reservoir C 3 1250 ? 110
If the pipe from junction J to reservoir C will be replace by two pipes with the same diameter what must be the theoretical diameter of these pipes.
Problem 2 The figure below shows a new cast-iron pipeline that connects two reservoirs. The upstream reservoir is at an elevation of 1000 ft (assume this is 1000.00 ft). The flowrate in the system from the upstream reservoir to the downstream reservoir is 5 cfs. Assume the water temperature is 50 °F. The pipe length from the first reservoir to the globe valve is 300 ft, the pipe length from the globe valve to the enlargement is 700 ft. (a) Using the Darcy Weisbach equation for pipe friction head loss, find the elevation of the downstream reservoir. Account for minor losses. Also tabulate the total head at each of the following locations along the pipeline: A just after the sharp-edged pipe entrance, B before the globe valve, C after the globe valve, D before the enlargement, E after the enlargement, F before the pipe exit. Calculate all values with a lot of precision because cumulative round-off errors can add up, but report all head values to the nearest 0.01 ft. Submit a clearly…
i need solution in 5 min
Solve the following: Problem 1: Three reservoir A, B and C have elevations of 30 m., 24 m. and 15 m. respectively. Point D is the junction of the three pipelines coming from A, B and C respectively. Pipe 1 from A to D is 1200 m. long, with diameter of 300 mm. Pipeline 2 is 900 m. from B to D and has a diameter of 200 mm and pipeline 3 is 1500 m. from C to D with a diameter of 150 mm. water to reservoirs b and c at the rate of 44 liters/sec. How much water is distributed to reservoir B if n = 0.011 for all pipes. Determine the discharge to reservoir C if n= 0.011 for all pipes.
With an observation well situated is 69.7 ft away from the pumping well (which is pumping at the rate of 305 gal/min). The aquifer is confined, and the depth has been measured from well logs and is 150 ft. t (min) s (ft) 0.072 0.003 0.105 0.006 0.155 0.012 0.222 0.02 0.322 0.026 0.472 0.03 0.688 0.034 1.005 0.037 1.472 0.041 2.238 0.047 3.238 0.052 4.738 0.062 6.738 0.072 10.072 0.087 15.905 0.107 21.905 0.116 31.905 0.129 46.905 0.149 67.905 0.171 100.91 0.203 150.91 0.239 220.91 0.276 351.9 0.33 500.9 0.36 687.9 0.39 1001.9 0.43 1481.9 0.46 2202.9 0.49 3103.9 0.51 4336.9 0.54 Could someone please show using this data how to calculate transmissivity (T), the hydraulic conductivity (K) and Storativity (S) for the aquifer. Thank You
Question 7 (Parallel pipes) Two reservoirs are connected by two parallel pipelines with diameters of 0.8m and 0.6m as shown in Figure 8. The pipelines are both 3 km long with a value of 0.03. The combine discharge through the pipelines must be at least. Pipe 2 Pipe 1 Figure 8 a) When the total discharge is, what is the flow rate in the individual pipeline? b) What is the minimum difference in the elevation of the surface water level in the two reservoirs required to maintain a flow of through the pipelines?
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.
Three reservoirs A, B and C whose water surface elevations are 60ft, 50ft and 32 ft respectively, are interconnected by a pipe system with a common junction at elevation 35ft. All pipes have a frictional factor of 0.020 and are as described as follows 1. Illustrate the problem 2. What is the direction of flow into reservoir B? 3. Determine the flow from reservoir B in ft^3/s. Indicate if it is Toward or away from junction D. 4. Determine the flow from reservoir C in ft^3/s. Indicate if it is Toward or away from junction D.
please answer the problem asap, ty