Oil with specific gravity of 0.87 is being pumped from a reservoir to an elevated tank as shown below. The pump in the system is 80% efficient and is rated at 240 kW (i.e. Pp is 240 kW). Determine the flow rate of oil in the pipe if the total head loss from point 1 to point 2 is 12 m of oil. Point 2 represents the exit of the pipe. Reference line is the ground level. The stopping error ɛs is 3%. You should maximum have 2 iterations after the first value. Elev. 2 50 200-mm-diameter pipe

Oil with specific gravity of 0.87 is being pumped from a reservoir to an elevated tank as shown below. The pump in the system is 80% efficient and is rated at 240 kW (i.e. Pp is 240 kW). Determine the flow rate of oil in the pipe if the total head loss from point 1 to point 2 is 12 m of oil. Point 2 represents the exit of the pipe. Reference line is the ground level. The stopping error ɛs is 3%. You should maximum have 2 iterations after the first value. Elev. 2 50 200-mm-diameter pipe

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: pipes in parallel, the total friction head loss equals to the individual friction head loss in each…

Q: If the flow of 0.10 m³/s of water is to be maintained in the system shown, what power must be added…

A: In this question first we have calculated Reynolds number to know the type of flow and then we have…

Q: i. Water is flowing through a pipe having diameters 30 cm and 15 cm at the bottom and upper end…

A: To obtain the solutions of the above question, we must apply two equations which are- 1. The…

Q: Water flows through a 2-in.-diameter pipe with a velocity of 15 ft/s as shown in the figure below.…

A: As per the question, there are a few head losses encountered by the fluid. The head loss due to pipe…

Q: What power must be supplied by the pump to the system to move oil from the lower to the upper…

Q: Tank 1 150mm 300mm 300 100mm D Tank 2 Two tanks are set up as follows at your company for various…

A: Given:Diameter of pipe A-B, DAB=150 mm=0.15 mDiameter of pipe B-C, DBC=300 mm=0.3 mDiameter at D,…

Q: Determine the pump work of the oil piping system. The oil has kinematic viscosity of 0.0001 m²/s and…

A: Given:Kinematic viscosity of the oil, ν=0.0001 m2/sSpecific gravity of the oil, SGoil=0.79Pipe…

Q: 2.attention to the piping system shown in the figure below. Pipes 1, 2, and 3 are installed in…

Q: A2 v1=0.2m/s V2=6m/s v1=0.2m/s V2=8m/s v1=0.2m/s V2=0.6m/s v1=6m/s A hydraulic pump delivers Q-10…

Q: Situation 1 The 60 cm pipe conducts water from reservoir A to a pressure turbine which discharges…

A: Given:zA=70 mzB=0 mhl1=5v22ghl2=0.20v22gQ=0.7 m3/sd=60 cm

Q: With the valve closed, water flows from tank A to tank B as shown in the figure below. What is the…

Q: The axial flow pump produces a discharge of 0.095 m³/s. The impeller is rotating at w = 110 rad/s,…

A: Given: Discharge, Q=0.095 m3/s ω=110 rad/s Mean radius, r=75 mm To find: Velocity of water at exit

Concept explainers

Fluid Dynamics

The study of the flow of gases and liquids, usually in and around solid surfaces, is known as fluid dynamics in physics and engineering. Fluid dynamics, for example, can be used to evaluate the movement of air through an airplane wing or the surface of a vehicle. It can also be used in ship design to increase the speed at which ships pass through water.

Question

100%

Oil with specific gravity of 0.87 is being pumped
from a reservoir to an elevated tank as shown
below. The pump in the system is 80% efficient
and is rated at 240 kW (i.e. Pp is 240 kW).
Determine the flow rate of oil in the pipe if the
total head loss from point 1 to point 2 is 12 m of
oil. Point 2 represents the exit of the pipe.
Reference line is the ground level. The stopping
error ɛs is 3%. You should maximum have 2
iterations after the first value.
Elev. 2 50
200-mm-diameter pipe
Pump
-160-mm -diameter pipe
-Elev. 150 m
Oil

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 with 2 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, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

8. Determine the rate of flow of water through a pipe of diameter 10 cm and length 60 cm when one end of the pipe is connected to a tank and other end of the pipe is open to the atmosphere. The height of water in the tank from the centre of the pipe is 5 cm. Pipe is given as horizontal and value of f= .01. Consider minor losses.
A simple pitot tube and a piezometer are installed in a vertical pipe as shown in the figure. If the deflection in the mercury manometer is 0.1 m, then determine the velocity of the water at the center of the pipe. The densities of water and mercury are 1000 kg/m3 and 13600 kg/m3 , respectively.
A water pump is used to pump water from one large reservoir to another large reservoir that is at a higher elevation. The free surfaces of both reservoirs are exposed to atmospheric pressure, as sketched in Fig. The dimensions and minor loss coefficients are provided in the figure. The pump’s performance is approximated by the expression Havailable = H0 − aV.2 , where shutoff head H0 = 24.4 m of water column, coefficient a = 0.0678 m/(Lpm)2 , available pump head Havailable is in units of meters of water column, and capacity V. is in units of liters per minute (Lpm). Estimate the capacity delivered by the pump. A
A water pump is used to pump water from one large reservoir to another large reservoir that is at a higher elevation. The free surfaces of both reservoirs are exposed to atmospheric pressure, as sketched in Fig. The dimensions and minor loss coefficients are provided in the figure. The pump’s performance is approximated by the expression Havailable = H0 − aV.2 , where the shutoff head H0 = 125 ft of water column, coefficient a = 2.50 ft/(gpm)2 , available pump head Havailable is in units of feet of water column, and capacity V. is in units of gallons per minute (gpm). Estimate the capacity delivered by the pump
Consider flow of water (μ = 0.001 Pa-s) in the 6-cm diameter cast-iron (ε = 0.26 mm) pipe shown in the figure. What is the discharge in the pipe? a.70.2 lps d = 6 cm b.10.9 lps ㅗ c.40.5 lps F d.100.2 lps 10 m P₁ = 250,000 Pa P₁ = 350,000 Pa Consider the EGL and HGL of the 200-m pipeline shown. There is a turbine at CD and the fluid is water. Neglect minor losses. What is the velocity in pipe BC? 258.482 m EGL 252.646 m 235.138 m a.29.72 m/s b.5.84 m/s c.10.70 m/s 160.085 m d.45.03 m/s A HGL L = 100 m 229.302 m 190.106 m B 115.053 m 75.053 m f = 0.01 40° 120.085 m CD f = 0.01 45.032 m 0 m E
Water at 20°C flows from Tank 1 to Tank 2 through a 2-inch, Schedule 40 pipe as shown in the figure below. The length of the pipe is 100 m and in the pipeline, there are two 90° standard elbows and a gate valve. If both tanks are located at the same datum level, determine the water level in the larger tank if the water level in the smaller one is 4 m from the datum level and the flow rate of water is 10 L/s. [49.66 m] 2. 4 m Tank 2 I FIGURE Q2: Transport of water in tanks Tank 1 undefined
The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor losses are neglected, determine the flow rate in each pipe (+ is out and is into the reservoir) Assume ha = 10 m, hg = 50 m, hc = 0 m, l₁ = 300 m, l₂ = 250 m, and 3 = 500 m. QA = QB Qc= i Elevation = h VA D₂=0.08 m = = 0.020 Elevation = h у в D,= 0.10 m f = 0.015 < D₂ = 0.08 m f = 0.020 Elevation = h с
Please answer everything
I need an answer quickly please
Question 1 Water is circulated from a large tank, through a filter, and back to the tank as shown in the figure below. The power added to the water by the pump is 727 W. Pipe total length is 61 m, diameter of 30 mm and ɛ/D =0.01. Determine the flowrate through the filter. KL exit = 1.0 = 1.5 KL elbow KL diameter 30 mm = 6.0 valve KL ent = 0.8 %3D 61 m Filter Pump pipe with ɛ/D = 0.01 KL filter = 12.0
A pipe of diameter 300 mm and length 3500m is used for the transmission of power by water. The total head at the inlet of the pipe is 500 m. Find the maximum power available at the outlet of the pipe. If the value of f 0.006.
2500kW power is generated shown in the Figure with a water flowrate of 20 m3/s. The head loss for the entire flow is 2.5m. (a) Find the pressure difference P1 - P2 across the turbine. (b) Find h You can neglect the head loss between point 1 and 2.