What is pipe roughness? A pump is located 5 m above the surface= 8170 M/m¹) in a closed tank. The pressure in the space above liquid surface is35 Kpa. The suction line to the pump is 15 m of 15 cm diameter pipe (/=0.025). The discharge from the pump is 60 m of 20 cm diameter pipe (/= 0.03).The pipe discharges in a submerged fashion to an open tank whose free liquidsurface is 3 m lower than the liquid surface in the pressure tank. If pump puts1.5 kW Into the liquid, determine the flow rate and the pressure in the pipe onthe suction side of the pump. Assume turbulent flow. number?(b) What is pipe roughness? A pump is located 5 m above the surface of a liquid (y 6.0= 8170 M/m³) in a closed tank. The pressure in the space above liquid surface is35 Kpa. The suction line to the pump is 15 m of 15 cm diameter pipe (f=0.025). The discharge from the pump is 60 m of 20 cm diameter pipe (f= 0.03).The pipe discharges in a submerged fashion to an open tank whose free liquidsurface is 3 m lower than the liquid surface in the pressure tank. If pump puts1.5 kW into the liquid, determine the flow rate and the pressure in the pipe onthe suction side of the pump. Assume turbulent flow.

Given Data : f= 0.03 Dia (d)=0.2 m length (l)=60 m Power = 1.5 KW= 1500 W Length of suction pipe =…

What is pipe roughness? A pump is located 5 m above the surface of a liquid (y = 8170 M/m³) in a closed tank. The pressure in the space above liquid surface is 35 Kpa. The suction line to the pump is 15 m of 15 cm diameter pipe (f= 0.025). The discharge from the pump is 60 m of 20 cm diameter pipe (f= 0.03). The pipe discharges in a submerged fashion to an open tank whose free liquid surface is 3 m lower than the liquid surface in the pressure tank. If pump puts 1.5 kW into the liquid, determine the flow rate and the pressure in the pipe on the suction side of the pump. Assume turbulent flow.

What is pipe roughness? A pump is located 5 m above the surface of a liquid (y = 8170 M/m³) in a closed tank. The pressure in the space above liquid surface is 35 Kpa. The suction line to the pump is 15 m of 15 cm diameter pipe (f= 0.025). The discharge from the pump is 60 m of 20 cm diameter pipe (f= 0.03). The pipe discharges in a submerged fashion to an open tank whose free liquid surface is 3 m lower than the liquid surface in the pressure tank. If pump puts 1.5 kW into the liquid, determine the flow rate and the pressure in the pipe on the suction side of the pump. Assume turbulent flow.

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: The liquid in the figure has a specific gravity of 3.00. The gage pressure P₁ =700 KPA and PB is…

Q: Example: A pump take brine solution at a tank and transport it to another in a process plant…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: A diverging tube discharge water from a reservoir at a depth of 10m below the water surface. The…

A: H = Height of the water from the center of pipe = 10 m D2 = Diameter at the starting of pipe = 150…

Q: A horizontal Venturi meter with a throat diameter of 150 mm is connected a pipe of diameter of 250…

Q: A capillary tube of inside diameter 6 mm connects tan A and open container B, as shown in the…

Q: Two pipes namely A and B are connected by manometer (SHg = 13.6). The fluid in both pipes is an oil…

Q: A U-tube differential manometer connects two pressure pipes A and B. Pipe A contains carbon…

Q: he diameter of a pipe changes gradually from 6 inches at A to 18 inches at B. A is 15 ft lower than…

Q: Q2) What is the maximum flow rate through the pipe shown in blow if the elevation difference of the…

A: Given:Difference in elevation=80mf=0.024k1=0.5k2=1.0k3=1.0d=80cmL=2000m

Q: A 84-mm-diameter siphon is drawing oil (SG = 0.85) from an oil reservoir, as shown in the figure. If…

A: Bernoulli's theorem assumptions: The flow is incompressible. The flow is steady( Pressure, density,…

Q: A pressure gage at elevation of 12m at the side of the tank containing liquid reads 100 kPa. Another…

Q: The liquid in the figure has a specific gravity of 3.0. The gage pressure Pa=70Kpa and Pb is…

A: CV=0.95 h=1.5m d = 75mm Area = π4×d2Area = π4×752Area = 4415.62 mm2

Q: A straight pipe AB, of length 10 m, tapers from a diameter of 40 cm at A to 20 cm at B. The centre…

Q: Two tanks A and B are connected by a pipe 30 m long. The first 21 m has a diameter of 75 mm and then…

Q: 10. Water flows from a large reservoir as shown. The pipe is cast Iron, with inside diameter of 0.2…

A: The given data is: Q=0.14 m3/s d=0.26 m We know that : Q=AV V=Q/A A=3.14*0.262/4=0.053 V=Q/A…

Q: At the end of a 0.6 m diameter pipe, the pressures is 270,000 N m-2. The pipe is connected to a 0.3…

Q: A closed cylindrical tank 2m in diameter and 7m high has 3m tall of water and 3m of oil (SG = 0.8).…

Q: A single acting reciprocating pump has cylinder diameter of 200 mm and stroke length 300 m. The…

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

What is pipe roughness? A pump is located 5 m above the surface
= 8170 M/m¹) in a closed tank. The pressure in the space above liquid surface is
35 Kpa. The suction line to the pump is 15 m of 15 cm diameter pipe (/=
0.025). The discharge from the pump is 60 m of 20 cm diameter pipe (/= 0.03).
The pipe discharges in a submerged fashion to an open tank whose free liquid
surface is 3 m lower than the liquid surface in the pressure tank. If pump puts
1.5 kW Into the liquid, determine the flow rate and the pressure in the pipe on
the suction side of the pump. Assume turbulent flow.

number?
(b) What is pipe roughness? A pump is located 5 m above the surface of a liquid (y 6.0
= 8170 M/m³) in a closed tank. The pressure in the space above liquid surface is
35 Kpa. The suction line to the pump is 15 m of 15 cm diameter pipe (f=
0.025). The discharge from the pump is 60 m of 20 cm diameter pipe (f= 0.03).
The pipe discharges in a submerged fashion to an open tank whose free liquid
surface is 3 m lower than the liquid surface in the pressure tank. If pump puts
1.5 kW into the liquid, determine the flow rate and the pressure in the pipe on
the suction side of the pump. Assume turbulent flow.

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 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

5. Water is siphoned from a large tank and discharges into the atmosphere through a 0.05 m diameter tube. The end of the tube is 0.9 m below the tank bottom, and the height of the tube is H = 2.0 m. 2.75 m %3D (a) Determine the volume flowrate from the tank. (b) Determine the water pressure at the top of the tube. (Assume viscous effects are negligible) I 0.9
2. The suction pipe of a pump rises at a slope of 3 vertical in 4 along the pipe which is 12 cm in diameter. The pipe is 7.2 m long; its lower end being just below the water surface in the reservoir. For design reasons, it is desirable that pressure at inlet to the pump Pump 4/3 shall fall to more than 75 kPa below atmospheric pressure. Neglecting friction, determine the maximum discharge that the pump may deliver. Take atmospheric Suction pipe pressure as 101.32 kPa. F.W.S. Reservoir/sump 2. 7.2 m
Situation 1: In the pipe system shown, the velocity of water in pipe A is 1 m/s. The friction factor f = 0.02 for all pipes. a. Determine the discharge in pipe B. b. Determine the velocity in pipe C. c. Determine the headloss in pipe E. d. Determine the difference in elevation of the two reservoirs. Water D A 300 m 200 mm D 300m 500 mm Diom 600m 300mm Diam 300m 300mm D B 800 m 300mm Diam E
Benzene at 37.8 °C is pumped through the system of Figure at the rate of 0.1515 m3/min. The reservoir is at atmospheric pressure. The gauge pressure at the end of the discharge line is 345 kN/m². The discharge line is 1.828 m above the pump, while the pump suction is 0.821 m below the level in the reservoir. The discharge line is 1.5-in. Schedule 40 steel pipe. The head friction in the suction line is 0.4066 m and in the discharge line is 4.4664 m. The mechanical efficiency of the pump is 60%. The density of benzene is 865 kg/m³ and its vapor pressure at 37.8 °C is 26.2 kN/m². a) Calculate the total power input. b) Evaluate whether the pump is suitable for this system when the pump manufacturer specifies a Net Positive Suction Head Required (NPSHR) of 3.05 m.
Oil (s = 0.90) is discharging through a 100mm circular sharp edge orifice in the end of a 150mm pipe. The pressure head on the centerline of the pipe just upstream from the orifice is 9m of oil, and discharges takes place into a closed tank in which the vapor pressure is 20 kPa. The discharge is not submerged. The orifice coefficients are C = 0.68 and Cv = 0.97. Compute the discharge. P=-20 KPa
Two tanks A and B are connected by a pipe 30 m long. The first 21 m has a diameter of 75 mm and then suddenly reduced to 50 mm for the next 9 m. The difference of levels between the tank water levels is 2.40 m. The pipe frictional coefficient is f = 0.005 and contraction coefficient at sudden change in area is 0.58. Find the rate of flow.
Water at 20°C is pumped at a rate of 15 L/s into a reservoir as shown in the Figure below. Between the pump and the reservoir is 150 m of 100 mm diameter PVC pipe, and the water surface elevation in the reservoir is 8 m above the centerline of the inflow pipe. The roughness height of the PVC pipe can be assumed to be negligibly small. Estimate the gauge pressure (kPa) on the downstream side of the pump. 15 L/s 133 120 111.7 131.5 Pump P - 150 m. 100 mm Reservoir 8m
Pump Horsepower in Brine System. A pump pumps 0.200 ft3/s of brine solution having a density of 1.15 g/cm3 from an open feed tank having a large cross-sectional area. The suction line has an inside diameter of 3.548 in. and the discharge line from the pump a diameter of 2.067 in. The discharge flow goes to an open overhead tank and the open end of this line is 75 ft above the liquid level in the feed tank. If the friction losses in the piping system are 18.0 ft· lbf/lbm, what pressure must the pump develop and what is the horsepower of the pump if the efficiency is 70%? The flow is turbulent.
Both questions please.
len4
Do the first four parts of the problem please.
Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs with a difference in level of 12 m. The friction factors are 0.024, 0.021 and 0.019 respectively. The lengths are 200 m, 300 m and 250 m respectively. Which of the following statements is TRUE. *The discharge in pipe 1, 2 and 3 are equal.*The head loss in pipes 1, 2 and 3 are equal.*The total head loss is negligible.*The largest pipe will have the largest head loss The flow in m^3/s in PIPE 3 is nearest to... *0.04*0.2*0.3*0.1 What is the head loss in meters in pipe 3? *6.474 m*15.458 m*2.785 m*7.755 m Determine the length of an equivalent 350mm diameter pipe. *906.123 m*1545.812 m*417.236 m*402.582 m Please answer with complete and detailed solutions. thank you. ASAP