(a)The expression for the fluid velocity along the stream line is V=V0(1-R2/x2)
here, V0 is the upstream velocity and R is the radius of the cylinder.
Calculate the pressure gradient along the stream line using the following equation
-sin - p/s = V v/s
p/s = sin- V v/s ..... (1)
here, is the specific weight of the liquid.
since the stream line is horizontal substitute 0 to in (1)
the acceleration term is given by the equation
Vv/s = V v/x
substitute V0(1-R2/x2) fpr V
Vv/s = V0(1-R2/x2) V0(1-R2/x2)/ x
= V0(1-R2/x2) [ V0(0-(-2R2/x3)]
= 2V02R2/ x3(1-R2/x2)
now substitute 2V02R2/ x3(1-R2/x2) for Vv/s and 0 for in (1)
p/s = -sin 0 - [2V02R2/ x3(1-R2/x2)]
the pressure gradient is [-2V02R2/ x3(1-R2/x2)]
(b) p/s = p/x
replace the s by x because the 2 coordinates are identical along stream line.
p/s = -2V02R2/ x3(1-R2/x2)
Integrate the above equation
p = -2V02R2/ x3(1-R2/x2) xx
p(x) -p1= -2V02R2[1/x3 - R2/x5] x
p(x) -p1 = -2V02R2 [ -1/2x2 + R2/4x4]
p(x) -p1 = -2V02R2 - 1/2x2 - (-2V02R2 * R2/4x4)
p(x) = p1 + V02R2/x2 - V02R4/2 x4
(c) Calculate the P (x = -a) = P1 + V02R2/-a2 - V02R4/2 -a4
= P1 + V02 - V02/2
= P1 + V02/2
1. Inviscid incompressible fluid pass a cylinder having a radius of R as shown in the...
PTUURBIJ + 5. Velocity field of a 2-dimensional flow motion of an inviscid and incompressible fluid is given by, u=x', v=y', w=0 a) Fluid velocity and the magnitude of velocity at a point M(-3,2). b) Fluid acceleration and its magnitude at a same point.
Air flow over a cylinder of radius R- 150mm is modelled as a steady, frictionless and incompressible flow. The vector form of the velocity field is 1" The freestream velocity far away from the cylinder is 75m/s and the static pressure is 101.3kPa. Note that this is similar to worked example 5.1 done during the lecture. However, now you know the Bernoulli equation can be used along a streamline...so: Find a) The stagnation pressure at the leading edge of the...
A fluid flows past a circular cylinder of radius a with an upstream speed of Vo as shown in the figure below. A more advanced theory indicates that if viscous effects are negligible, the velocity of the fluid along the surface of the cylinder is given by V = 2V sin 0 Determine the (a) streamline and (b) normal components of acceleration on the surface of the cylinder if Vo = 12 m/s, a = 10 m, and 0 =...
PROBLEM #2 (30%) A tank of cross section area Ar supplies fluid to a piston-cylinder shown below. Fluid is delivered to the top of the tank at a volumetric flow rate of qin. Let R represent the flow resistance in the pipe connecting the tank and the cylinder. The fluid is assumed to be incompressible. The piston area is Ap and its mass is m. You are to IGNORE the capacitance of the fluid in the cylinder. The fluicd capacitance...
Now evaluate the mass and momentum into and out of the CV shown with 1.0s y Rs 1.5 at (2) Let p 1200 kg/m2, Uoo- 20 m/s and cylinder radius R 0.01 m 1 cm and Az 1 m Note: The flow does not cross streamlines, so there is no flow across the side boundaries. Exit (2) NO SCALE Variable u vs y at x2-0 Inlet (1) y- H1 and v 0 constant u Uo constant v0 A) Find mass...
Consider two concentric, infinitely long cylinders. The cylinders are oriented such that the center-line is along the z-axis, and the radii exist in the r-direction. The inner cylinder has a radius of ra and the outer cylinder has a radius Tb. The inner cylinder rotates with an angular velocity of w whereas the outer cylinder is stationary. There is no pressure gradient applied nor gravity. The fluid contained between the cylinders is assumed to be Netwonian, incompressible, isotropic and isothermal....
4. An incompressible fluid with viscosity u and density p was contained in pipe of length L and radius R. Initially the fluid is in rest. At t=0, a pressure difference of AP is applied across the pipe length which induces the fluid flow in axial direction (V2) Only varies with time (t) and pipe radius (r). There is no effect of gravity. To describe the fluid flow characteristics, after the pressure gradient is applied, answer the following questions: a)...
An incompressible, viscous fluid is placed between horizontal, infinite, parallel plates as shown below. The two plates move in opposite directions with constant velocities U 10 m/s and U2 = 5 m/s as shown. The pressure gradient in the x direction is zero and the only external force is gravity (in the y-direction). Use the Navier-Stokes equations to determine where the fluid velocity is zero (in terms of a fraction of b, i.e. 0.75 for y-75% of b) Enter Number...
1) 25pt)Poiseuille’s Law is a fundamental law of fluid dynamics that describes the flow velocity of a viscous incompressible fluid in a cylinder. It says that in a cylinder of radius R and length L, the velocity of the fluid r (where r ≤ R) units from the center line of the cylinder is: ? = ? 4?? (? 2 − ? 2 ), where P is the difference in the pressure between the ends of the cylinder and ν...
An incompressible fluid flows between two porous, parallel flat plates as shown in the Figure below. An identical fluid is injected at a constant speed V through the bottom plate and simultaneously extracted from the upper plate at the same velocity. There is no gravity force in x and y directions (g-g,-0). Assume the flow to be steady, fully-developed, 2D, and the pressure gradient in the x direction to be a constant P = constant). (a) Write the continuity equation...