In the branched pipe system shown in Fig. 12.8, 1350 gal/min of benzene (sg = 0.87) at 140°F is flowing in the 8-in pipe. Calculate the volume flow rate in the 6-in and the 2-in pipes. All pipes are standard Schedule 40 steel pipes. specint proBuem Swing-type Fully open globe valve 6 in check valve 8 in 500-ft 2 in FIGURE 12.8

In the branched pipe system shown in Fig. 12.8, 1350 gal/min of benzene (sg = 0.87) at 140°F is flowing in the 8-in pipe. Calculate the volume flow rate in the 6-in and the 2-in pipes. All pipes are standard Schedule 40 steel pipes. specint proBuem Swing-type Fully open globe valve 6 in check valve 8 in 500-ft 2 in FIGURE 12.8

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: STH /A- PAFT

A: Given: To solve this problem, we have to apply the Bernoulli equation between the headrace and the…

Q: Both 150 mm square outside 300 mm 450 mm

Q: Determine the difference in pressure between the water pipe and the oil pipe shown. S-1.68 coil…

Q: In the figure, for a pressure at A of 25kPa and with losses at A which is 5 times V₁²/2g and the…

Q: Differentiate between minor head loss and major head loss in a pipe system

A: Flow in a close conduit under full depth is known as pipe flow.

Q: without rupturing. Determine the maximum length, 1, allowed if the roughn 00015 ft and the flowrate…

Q: •.. 300 mm H20 150 mmg 425mm CHg C13-6) A 150mm diameter venturi meter is installed in a 300mm…

A: Given data, Dia of pipe, d1=300 mm=0.3 mdia of throat, d2=150 mm=0.15 mmercury differential,x=425…

Q: Refer to the parallel piping as shown. The water is flowing at Q = 0.03 m³/s. Pipe 1 has a diameter…

A: The given data is shown below: Q=0.03 m3/sDiameter of pipe 1=100 mmDiameter of pipe 2=50 mm

Q: QUESTION 4 The flow rate out of B is 0.03 m³/s Pipe 1 has a filter 9810 N/m³ and v=1 (106) m²/s A 50…

Q: For the pipe network shown below, estimate the diameter of pipe DE, knowing that the flow at A = 200…

A: Data given Find : Diameter of pipe ED

Q: In the supply system (Q=0.89cfs) shown in the figure, the pressure required at the delivery end is…

A: Q = 0.89 cfs Diameter = 4 in = 0.333 ft Length = 1000 ft Pressure at delivery end = 65 psi Water…

Q: Q2: An oil of Viscosity Co.15 pa.s) and specific gravity 0.9 is flows Throngh an inclined (300mm)…

A: The slope for constant pressure throughout the pipe is given by: sinθ=-32μVγD2 Where, V = Velocity…

Q: For the PVC pipes, find the flow rate of BC and BD, also find the elevation of the water surface of…

A: Given data in question PVC pipes whose f = 0.08 Lengths Diameter Elevations of reservoirs…

Q: Glycerin of SG 1.26 flows through the nozzle shown and deflects the mercury in the U-tube gage. What…

A: The values and diagram given in the question are as follows The specific gravity of glycerine=1.26…

Q: In a pipe flow from an elevated tank, a control valve is placed adding minor head losses in the…

Q: 6. If the two reservoirs are kept at the same level, the head loss is a) Z1-Z2 b) Zero c) T2-T1 d)…

A: (b) is the correct answer When reservoirs are at same elevation their piezometric heads are same…

Q: Q2: Find the diameter of the pipe 2 in the loop shown below which contains two pipes connected in…

A: ##Calculation of diameter of Pipe 2 using hazen Williams equation

Q: Q1) Choose the correct answer. 1) If you decrease the discharge static head, what will happen to the…

A: As per bartleby policy we have to do 3 question in case of multiple choice questions when more than…

Q: Ex Convert the piping system to an equivalent length of 6" pipe. Factors K Strainer B 12" Bends C, F…

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: 75 mm diameter nozzle is shooting out water from the pipe. Assume negligible head loss, determine…

A: Given data, h1=1.8 m D=150 mm p=100kPa Diameter of nozzle = 75 mm To find out the velocity at A,…

Q: 4) Two tanks of liquid with v-1.02x10-6 ms are connected by two pipes in series as show in the…

A: Given: D1=0.305mD2=0.610mL1=610mL2=9140mE=0.0030ma=0.0566 m3/s To find: H

Q: Question 3: Find the flow if the two pipes are made of PVC. 7m 4m 5 cm 3 m 8 cm 5 m

A: Given data in question Height of reserviors 7 and 5 mLengths 4 and 3 mDiameter 5 and 8 cmPVC pipesTo…

Q: z=0.2 m - Dow n 5) The pipe system is designed to deliver 4.24x104 m/s of water. There are minor…

A: Using Bernauli's equation one can get the solution for the given below: Elbow loss =kv22gInlet loss…

Q: Kerosene (s.g.-0.82) enters the cylindrical arrangement of the figure shown at section 1, at 0.56…

Q: For the piping system of Fig. all pipes are concrete with a rough of 0.04 inch. Neglecting minor los…

Q: 27. Four pipes are connected in parallel. Their characteristics are as follows: Pipe no. Diameter…

Q: 150mm dia. 300mm dia. 800 mm Water Mercury (SG = 13.6) A vertical venturi meter 150mm diameter is…

A: Discharge can be calculated by ; Q=A1A2A12 - A222gh A1 = π4(D1)2 = π4(0.3)2 = 0.071m2 A1 = π4(D2)2…

Q: The system in Fig 2 pumps water from a lower reservoir to a higher reservoir. The pipe diameter is…

Q: The steel pipe shown carries water from the main pipe A to the reservoir and is 2 in. in diameter…

A: The given data is: Q=50 gpm D=2 in L=240 ft Consider the following properties for the section: Bend…

Q: A pressurized tank discharges its alcohol through a square orifice (c = 0.64, cy = 0.97). If minor…

A: step 1-

Q: 1.) For the water shooting out of the pipe and nozzle under the condition showed, find the height…

A: Given: A jet is given provided with the nozzle diameter of 100mm. PA=55kPa Diameter at A, DA=200mm…

Q: The total head loss from A to E as shown in the figure is 20 meters. Use friction factor, f = 0.02…

Q: The discharge through a 180° bend of 50-cm dimeter is 2.5 m/sec. If the pressure at section 1 equals…

Q: 3) Air at 7 bar gauge comes from point A at a flowrate of 200 litre/second, free. It is delivered…

A: Given:- Air Delivery rate V11=103/min=16m3/sec Inlet pressure P1=1 bar=100kpa…

Q: 1. A pump station design fills a pressurized water tank by pumping water from a reservoir. The flow…

A: Frictional loss is due to shear stress in the walls of the pipe.

Q: Determine the following al head loss in pipe 2- Select) bị head loss in pipe s. Select) d total head…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: water is being delivered at a rate of 2000 gpm for a reservoir to a subdivison below resvoir…

A: Reservoirs are artificial lakes where water is stored. The most common method of forming reservoirs…

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

In the branched pipe system shown in Fig. 12.8, 1350
gal/min of benzene (sg = 0.87) at 140°F is flowing in
the 8-in pipe. Calculate the volume flow rate in the
6-in and the 2-in pipes. All pipes are standard Schedule
40 steel pipes.
special problem
Fully open
globe valve
Swing-type
check valve
6 in
8 in
500-ft
2 in
FIGURE 12.8

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step 9

Trending now

This is a popular solution!

Step by step

Solved in 9 steps

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

SAE 10W30 oil flows from one tank to another when the gate valve is fully opened as shown in the following figure. The pipe is made of commercial steel and has a diameter of 20 mm. Calculate the total losses (in m) through the pipes. Include minor losses due to the flush entrance (K₁ = 0.5), fully opened gate valve (K₁ = 0.5), and two 90° elbows (K₁ = 0.9). Take po=920 kg/m³ and v = 0.1(103) m2/s and Q = 0.0007 m³/s. Note: The answer should be in decimal values with two decimal places 5 m A 2 m 6 m 1 m B
Q2) Calculate The head loss due to friction in The Piping system shown below. The pipe is (150 mm) in diameter and C1som) Long, Passes aflow of Co.13 m/%s 1somm 3om 2.
Only answer part 1 and 2
T2-2 - I want to answer this question. Thanks
For the system in the figure, calculate the distancevertical between the surfaces of the two tanksWhen water at 10°C flows from point A to point B, arate of 0.03 m3/s. Elbows are standard. Thetotal length of 3 inch tube is 100meters. The length of the 6-inch pipe is 300 m. (T)
Q2: For the system shown below, find the minimum flow rate of the jet from the orifice at the end of the pipeline (at point A) to cross the wall and minimum pump head (Hp) that required to maintain the required minimum head (hme) required to discharge this flow rate. Take Z1 between O to 10 m , 2 from O to 9 m and Cv-0.85. Total Energy line 3.5 m z1 d= Somm 22 2.0 m Concrete wall Solution:
apparatus with water at a nearly constant head. The water was collected in an underfloor sump, then pumped back to the roof tank after the experiment (see Fig. Q4 below). The flowrate was 10 litres s'. The tank was 6 m above the sump, and the length of the pipe route was 15 m. The old 6" (152.4 mm) pipes are now heavily corroded (k = 7.5 mm). The old pump has been scrapped. Evaluate and calculate: a) the head AH that would be specified for a pump to restore the system using the old pipes. b) the pump power value based on the head AH of pump calculated in (a). c) the required pump AH if the pipes were replaced with 150 mm diameter PVC pipes. ROOF ΤΑNK 6m ) PUMP SUMP Fig. Q4
Q/In Figure No. (4) the value of pressure of compressed air pa in pipe No.(1) is 3.8 (Bar). Find the value of pressure of water pg in pipe No. (2). B Pipe No.(2) water comressed Air Pipe No.(1) 4.5m water xA 2.7m 1.2m Air (2) (1) Fig.(4) Mercury
The total head loss from A to E as shown in the figure is 20 meters. Use friction factor, f = 0.02 in all pipes. Find the discharge at line 3 in m3/s Round your answer to 3 decimal places.
At night, water is pumped from a treatment plant reservoir through distributing piping to an elevated storage tank. Assume no other withdrawals from the system. The water surface in the supply reservoir is at 3m elevation, the lift pump elevation is 6m, the water elevation in the elevated tank is 42m. The pipe network maybe considered equivalent to 1500m of 250mm diameter. Use C=100. There is a supply of 60 Liters/sec. to the tank. a. Compute the head loss of the 250mm diameter pipe. b. Compute the pump discharge pressure required to supply a flow of 60L/s to the tank, c. Compute the slope of the energy gradient
Someone can help me with this one please
I need solution of part b only