Please solve for (c) and present the full steps Consider water flow through a pipe 6 m long and internal diameter 300 mm. The headloss due to friction at the pipe surface is known to be 6 m. The roughness surface isknown to be 3 mm. Take the ambient temperature as 15 °C.(a) Calculate the average flow velocity,u and the flow rate, Q in the pipe. Since thefriction factor f is unknown, assume it to be 0.04, as a first guess.(b) From results of (a), use the Moody diagramme to find a more accurate frictionfactor, and hence a better average flow velocity and flow rate.(c) Consider a different approach, using the Darcy-Weisback equation and theColebrook equation, to find the flow rate in the pipe. Derive a general equation thatgives the flow rate directly. Then substitute in the numerical values to find a number forQ for this problem.

Name: Please solve for (c) and present the full steps Consider water flow th
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: Please solve for (c) and present the full steps Consider water flow through a pipe 6 m long and internal diameter 300 mm. The headloss due to friction at the pipe surface is known to be 6 m. The roughness surface isknown to be 3 mm. Take the ambient

Length of pipeL=6mDiameter of pipeD=300mm=0.3mhead loss due to frictionhf=6mValue of surface…

Engineering

Mechanical Engineering

Consider water flow through a pipe 6 m long and internal diameter 300 mm. The head loss due to friction at the pipe surface is known to be 6 m. The roughness surface is known to be 3 mm. Take the ambient temperature as 15 °C. (a) Calculate the average flow velocity,u and the flow rate, Q in the pipe. Since the friction factor f is unknown, assume it to be 0.04, as a first guess. (b) From results of lol uso the Moody diagramme to find urato friction

Consider water flow through a pipe 6 m long and internal diameter 300 mm. The head loss due to friction at the pipe surface is known to be 6 m. The roughness surface is known to be 3 mm. Take the ambient temperature as 15 °C. (a) Calculate the average flow velocity,u and the flow rate, Q in the pipe. Since the friction factor f is unknown, assume it to be 0.04, as a first guess. (b) From results of lol uso the Moody diagramme to find urato friction

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

Similar questions

A pump delivers water from a tank (A)X water surface elevation-110m) to tank B (water surface elevation= 170m). The suction pipe is 45m long and 35cm in diameter the delivered pipe is 950m long 25cm in diameter. Loss head due to friction hf1 = 5m and h2 3m If the piping are from pipe(1)= steel sheet metal pipe(2)= stainless – steel Calculate the following i) ii) The discharge in the pipeline The power delivered by the pump.
Consider an oil flow of 12 m³/h in a long, straight and smooth pipe with diameter of 7 cm. What is the pressure loss per meter? Oil absol viscosity is 0,1 kg/ms and density is 900 kg/m³. Friction factor for laminar flow can be calculated from 64 f=t Round off the answer to an integer in Pa/m, but enter the answer without the unit. 0.1 0.09 0.08 0.07 0.06- 0.05 0.04- 0.03 0.025- 0.00 Lamitin THW 1 Transition ang Wholly turbulent flow Suth 0.05 0.04 0.03 0.02 0.015 0.01 0.008 0.006 0.004 0.002 0.001 0.0008 0,0004 0.0002 00001 300006 000001 D
The turbulent velocity profile in the pipe is given by the equation, ... Shear velocity 0,69 m/s, R = 8cm, viscosity is 0.001 kg/ms, density 900 kg/m3 calculate the maximum velocity and friction force for the pipe with 50m in length K=0.41, B=5.0.
Fresh water at 20°C flows from reservoir A to reservoir B as indicated. Calculate the flow rate by a) applying Bernoulli and solving iteratively for flow rate by successive calculation of flow rate and friction factor; and b) making use of the Hardy-Cross method A L = 1000 m d = 100 mm ε = 0.15 mm Pump B 20 m
Q5/ Oil flows in a 0.3 (m) diameter pipe with a flow velocity of 2.7 (m/s). The physical properties of Oil are: 1- Dynamic viscosity is 0.39 (N.s/m²). 2- Density, p = 950 (kg/m³). Find: 1- The value of Reynold's Number Re and Mention the Type of flow. 2- The value of coefficient of friction f of the pipe. ---- ----- --
In a pipe of diameter 300mm the center line velocity and the velocity at a point 100mm from the center, as measured by pitot tube are 2.4 m/s and 2.0 m/s respectively. Assume the flow in the pipe to be turbulent find: 1-Dischrge through the pipe,2-Coefficient of friction, 3 Height of roughness projections.Please do not waste my question solve with correct answers only.
Calculate the power required to pumped oil of specific gravity 0.8 and viscosity 3*10* pa. s at 5100 cm'/s through a 50 mm pipe diameter, and 40 m length as well as the vertical distance is 10 m , and the pipe contains two 90° elbow ( 35d) and gate valve (13d) , giving (inlet and outlet are atmospheric pressure ), and = 0.048 mm
A large pressurized tank is filled with air discharges into the atmosphere The flow path is a short and frictionless smooth pipe connected to a discharge nozzle. Find the pressure in the pipe for the given data. Ignore all the friction losses, including head losses at the entrance of the pipe, at the bend and at the nozzle. * Prank (kPa): 110.0 Tank Dripe (m): dzk (m): 0.015 0.040 P(kPa): 101 atm atm (C): 20 Air Your answer
A liquid a constant density 900 (kg/m3) is flowing at an unknow velocity V1 (m/det) through a horizontal pipe of inside diameter 10 (cm) and at pressure 5 (kg/cm2), and then it passes to a section of pipe in which the diameter is reduced gradually to 5 (cm) and the pressure is 3 (kg/cm2). Assumsing no friction losses, calculate the velocity V2 if the pressure difference is measured
A horizontal pipe of diameter 350 mm converges to a diameter of 200 mm. The pipeconveys water with a density of 1 g/cm3. The pressure at the inlet and outlet are 550kPa and270 kPa respectively. Assuming the flow is incompressible and frictionless, estimate themass flow rate through the pipeline, stating the velocity at both the inlet and outlet.
Compute the head loss (in meters) in 2000 m of horizontal, steel pipe with nominal pipe size of 300 mm and SCH 30. The pipe is carrying water with an average velocity of 1.88 m/s. Take water at 20°C to have a viscosity of 1.00E-3 Pa-s and density of 1000 kg/(m^3). Take the roughness of steel pipe to be 0.048 mm. Round your answer to 2 decimal places.
Find the head lost due to friction in a pipe of radius 20 cm and length 50m, through which oil is flowing at a velocity of 5 m/s using (a) Darcy formula (b) Chezy formula for which C= 65, Take Specific gravity of the oil is 0.8 and Dynamic viscosity is 8 X 10-3 poise.