Q5. Sketching a suitable control volume, show that the velocity profile V(r) for steady, fully laminar...
2. (20 marks) The fully-developed, laminar fluid flow through a circular pipe is considered to be one dimensional with a velocity profile given by u(r) = Umax(1 - 52/R2), where R is the radius of the pipe, r is the radial distance from the center of the pipe, and Umax is the maximum flow velocity at the center of the pipe. a) Derive a relation for the drag force applied by the fluid on a section of the pipe of...
Question 2 -Laminar Flow A liquid (ρ = 1000 kg/m3; μ = 10-1 N . s/2 m: v-104 m2/s) flows uniformly with a mean velocity of 1.5 m/s in a pipe with a diameter of 100 mm. Show that the flow is laminar. Also, find the friction factor fand the head loss per meter of pipe length.
Fluid Mechanics #1 Laminar Flow in Pipes The axial velocity in a pipe of radius R is given by, . Find the value of r (as a fraction of R) that maximizes u(r). How does this value of velocity compare with Vc? Compute the wall shear stress, du or Perform a control volume analysis on a pipe section of length e. Relate the pressure drop across the pipe section to the shear stress. Substitute the relation above for tw to...
5.16. Water is flowing in a 3-cm-diameter pipe at an average velocity of Uav 2 m/s. Assuming water density of ρ-1000 kg/m 3 and viscosity μ-10-3 N s'm2, calculate the velocity at the center of the pipe, the shear τ at the wall, and the Reynolds number. Assuming laminar flow, calculate friction coefficient C and pressure drop dp/dx.
EDIT: The fluid in the system is water. There is no data regarding the inclination of the pipe. It's known that the equipment used includes a fluid flow piping system (AFT), hydraulic bench (FME00), barometer, and psychrometer. Also added an appendix that has recommended equations. Need help on a fluid mechanics friction problem Given: Pipe Diameter=23mm Length=1000mm Temperature = 70 Celsius Flow rate = 1400 L/hr Water column LP1= 330mm Water column LP2=90mm Find: Flow rate m^3/s, Velocity m/s, Temp...
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a pipeline with diameter 0.3 m. The velocity at 100 mm from the wall is 3 m/s. Calculate the flowrate and the velocity gradient at the wall. Q2. Water flows through a pipe AB of diameter d = 50 mm, which is in series with a pipe BC of diameter d2 = 75 mm in which the mean velocity V2 = 2 m/sec. Q1 =...
Problem 5. Consider a (i) steady, (ii) incompressible, axisymmetric, (iv) fully- developed, (v) constant viscosity, (vi) laminar flow in a circular pipe. Assume that the pipe is horizontal, so that any gravitational effects can be ignored It is known that an incompressible, constant viscosity fluid can be described by the continuity equation in cylindrical coordinates together with the Naiver-Stokes equations (ak.a., momentum eqns) in cylindrical coor- dinates Ov 00. Or 9-moment um 11ap 2-momentum plus the appropriate boundary conditions. Starting...
24.54 The pressure gradient for laminar flow through a constant radius tube is given by where p-pressure (Nm, x (m's), and r= radius (m). distance along the tube's centerline (m), μ dynamic viscosity (N·sm2), Q-flow a. Determine the pressure drop for a 10-cm length tube for a viscous liquid (u 0.005 N s/m2, density - 1x 103 kgm)with a flow of 10x 10-5 m3/s and the following varying radii along its length, x, cm 2 r, mm 2 1.35 1.34...
LECTURE Sp 1. Oil (relative density 0.85, dynamic viscosity-4.5x10-2kg/m-s) flows through a 75 mm diameter pipe with a mean velocity of 0.65 m/s. Determine i. the pressure drop in a 500 m length, ii- the friction factor, ii the head loss due to friction, iv. the maximunn velocity, and v. the velocity at 30 mm from the pipe wall. (10 marks) 46 2 9 3 8 4 5 6
Doe: 4pm, August 27,2018 Question 1 will be marked in detail For Question 1, use the problem-solving protocol and show all working, Questions 2, 3,4 and 5 will be marked for quality and complctcnecss only and can be trcated as extensions of Question 1. Solutions will be provided aftert the marking is compickt 1. Water flows through a very loag 50 mam ID Onternal Diameter) galvanised iroa pipe. The pipe is horizontal and has an internal roughness height af ε...