A horizontal 24" pipeline carries oil of sp gr. 0.825 flowing at a rate of 15.7 cfs. Each of four pumps required along the line is the same, i.e., the pressure on the suction side and on the discharge side will be -8.0 psi and +350 psi, respectively. If the lost head at the discharge stated is 6.0 ft for each 1000 ft of pipe, how far apart may pumps be placed? Ans. 167,000 ft

A horizontal 24" pipeline carries oil of sp gr. 0.825 flowing at a rate of 15.7 cfs. Each of four pumps required along the line is the same, i.e., the pressure on the suction side and on the discharge side will be -8.0 psi and +350 psi, respectively. If the lost head at the discharge stated is 6.0 ft for each 1000 ft of pipe, how far apart may pumps be placed? Ans. 167,000 ft

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: Example for Homework (Team Work) Draw HGL and EGL for the pipe shown in fig. Then Calculate the rate…

A: HGL and EGL

Q: 8) A private water utility purchases 10,000,000 kilowatt-hours of electricity per year for pump…

Q: Reservoirs A and B with water levels at 72 m and 57 m respectively above datum are connected to a…

Q: Pipelines 1, 2 and 3 are connected with parallel to each other with pipeline 1 having a diam. of 450…

Q: The pumps are arranged in parallel to supply water for a total static head of 40 ft. The pipeline is…

A: Given Total static head=40ft Diameter of pipeline=10inches Length of pipeline=1200ft f=0.022

Q: the head loss of the pipeline

Q: Fluid Mechanics Question

Q: 1. The figure shows a looping water pipe system. The pressure drop stood at 200030> mmHg from point…

A: step 1-

Q: Pipeline AB connects two reservoirs. The difference in elevation between the two reservoirs is 33…

A: Given data: Pipe 1: Diameter of pipe A D1 =30 in Length of pipe A L1 =5000 ft Pipe 2: Diameter of…

Q: Which of the following statements about Energy Grade Line (EGL) and Hydraulic Grade Line (HGL) is…

A: different statements about energy grade line (EGL) and hydraulic grade line (HGL)need to find the…

Q: 15. A circular pipe has a diameter of 1 m, bed slope of 1 in 1000, and Manning's roughness…

A: Diameter of the circular pipe D = 1 m, Bed slope S = 1in 1000, Manning's constant n = 0.01, When…

Q: 7.30 FLUS For this refinery pipe, DA = 20 cm. Dg = 14 cm, and L= 1 m. If crude oil (S = 0.90) is…

Q: Q5. What is the minimum clearance required by OSHA regulations between a crane and a 150-kV power…

A: The Occupational Safety and Health Administration(OSHA)-The Occupational Safety and Health…

Q: Oil (SG = 0.89), with a kinematic viscosity of 0.007 ft2/s, flows in a 3-in.-diameter pipe at 0.049…

Q: A system is being designed to carry 500 gal/min of ethylene glycol at 77°F at a maximum velocity of…

A: To determine Diameter of the schedule 40 steel pipe Reynolds number for the pipe diameter…

Q: Determine the quantity of flow Q at the outflow end of the pipe shown in figure 4-6 of your book…

A: Elevation of the center of pipe (H1) = 513 feet Elevation of the surface of the reservoir(H2) = 537…

Q: A pump pumps 0.200 ft /s of brine solution having a density of 1.15 g/cm from an open feed tank…

A: ρ = 1.15 x 1000 = 1150kg/m3 Q = 0.2ft3/s = 0.2 x (0.30483) m3/s = 0.00566 m3/s Ho (total head) = H…

Q: PROBLEM 2 A pipeline consists of successive lengths of 15-in., 12-in., and 10-in. pipe. With a…

Q: In a horizontal 5-inch pipe (ID = 5 in.), water is being delivered at a stable discharge of 25…

Q: A fire hose nozzle has a diameter of 1.125 in. According to some fire codes, the nozzle must be…

Question

100%

a horizontal 24" pipeline carries oil of sp gr. 0.825 flowing at a rate of 15.7 cfs. Each of four pumps required along the line is the same, i.e., the pressure on the suction side and on the discharge side will be -8.0 psi and +350 psi, respectively. If the lost head at the discharge stated is 6.0 ft for each 1000 ft of pipe, how far apart may pumps be placed? Ans. 167,000 ft

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

Trending now

This is a popular solution!

Step by step

Solved in 1 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

Answer question 3 only
Due to fouling of the pipe wall, the friction factor for the pipe of Example 12.4 increases from 0.02 to 0.03. Determine the new flowrate, assuming all other conditions remain the same. What is the pump efficiency at this new flowrate? Explain how a line valve could be used to vary the flowrate through the pipe of Example 12.4. Would it be better to place the valve upstream or downstream of the pump? Why?
For a coagulation basin designed to treat 0.05 m3/s of 20oC surface water, a) What volume is required if the detention time is 10 seconds? b) Determine the power input required for the tank if the velocity gradient is 700 s-1. c) Explain in your own words why coagulation is typically performed in-line (e.g., in a pipe) or using an impeller mixer while flocculation is often performed using paddle wheel mixers.
What is the required pump power (Pa) for the system below? The source reservoir is on the right side of the figure The outflow is released as a water jet to the atmosphere (on the left) Discharge rate is 0.11 m3/s Pipe total length is 180 m Pipe diameter is 0.2 m Friction factor (f) is 0.01 Minor losses are negligibleCHOOSE ONE: 25 KiloWatt 169 KiloWatt 269 KiloWatt 112 KiloWatt
For the parallel pipe system shown below, the elevation of point A is 300 feet and a pressure of 30 psi and the elevation of point B is 100 feet with a pressure of 27 psi. What is the approximate flow percentage in the middle red pipe? ● ● ● ● DMain = 12" D₁ = 4" D₂ = 6" D3 = 8" O 19.3 % O 36.9 % O 58.5 % O 70.8 % A ● ● CHWMain = 140 CHW₁ = 100 CHW₂ = 118 CHW3 = 132 B ● L₁ = 1,000' L₂=800' L3= 2,000'
please answer it neat and clean hehe, thank you
the marked choice is the correct answer.
Not sure how to do this one. Would appreciate a full solution, thanks! Textbook Answer: (c) II and V
Q.3 Find the discharge in each pipe for below problems. Solve each questions up to three trials. hf = r*Q² 40 Unit P-50 go r=20 r = 50 -50
A 500mm diameter pipeline carries water at 20deg Celsius under a head of 25m with a velocity of 2.5m/s. This water main is fitted with a horizontal bend which turns the axis of the pipeline through 75 deg . Calculate the resultant force on the bend and its angle to the horizontal.
Q6The large tank holds 300 gallons of brine solution. Salt was entering and leaving the tank; a brine solution was being pumpedinto the tank at the rate of 3 gal/min; it mixed with the solution there, and then the mixture was pumped out at the rate of 3gal/min. The concentration of the salt in the inflow, or solution entering, was 2 lb/gal, so salt was entering the tank at therate Rin 5 (2 lb/gal) . (3 gal/min) = 6 lb/min and leaving the tank at the rate Rout 5 (A/300 lb/gal) . (3 gal/min) 5 A/100 lb/min.According to this information, if 50 pounds of salt were dissolved initially in the 300 gallons, how much salt is in the tankafter a long time?
Due in 2 hrs Please show figure thanks! No figure no credit for us in school.