Fluid Mechanics-Shear stress ,Shear stress distribution,Velocity profile,Flow Of Viscous Fluid Through The circular pipe ,Velocity profile for turbulent flow Boundary layer buildup in pipe,Velocity Distributions
Shear stress in fluid flow u u+ du y dy Stress is proportional to the rate of change of velocity w.r.t y u Velocity variation boundary near a solid boundary When two layer of fluid a distance “ dy ” apart. Move one over the other at different velocity u & u+du Viscosity together with relative velocity cause a shear stress acting b/w the fluid layer
Direction of Flow Flow Of Viscous Fluid Through The circular pipe a A B C D p x r R Neglecting the acceleration of fluid element ,net force =o p = 0
SHEAR STRESS DISTRIBUTION After solving the equation we get . At r=0 , r=R , . From it we can find out shear stress distribution Shear stress is maximum at the boundary of pipe and minimum at the center of pipe r=0 r=R r=R Shear stress increase linearly with distance from the center
V elocity D istribution After integration and using boundary condition at r=R, u=0 R r y a b c d y=R = ……. By eq 1 and 2 = U= Here it is clear when r=0 then velocity is maximum and minimum at boundary
At the pipe wall Velocity of the fluid will be Zero. The velocity will increase As we move towards the Centre of the pipe. The change in velocity across the direction of flow is known as Velocity profile . U Velocity distribution across the section of pipe is parabolic U= R is constant ` Velocity profile
If a fluid is along way from the boundary and all the particle moving with the same velocity then the velocity profile look some thing like this In this flow there are 4 layer Viscous sub layer-viscous effect are dominant so velocity profile in this layer is linear & flow is stream line Buffer layer –turbulent effect are significant but flow is still dominated by viscous effect Overlap layer- turbulent effect are more significant but still not dominated Turbulent layer – turbulent effect are dominated on viscous effect V Velocity profile for turbulent flow
Pipe Entrance v v v Because of the shear force near the pipe wall, a boundary layer forms on the inside surface and occupies a large portion of the flow area as the distance downstream from the pipe entrance increase. At some value of this distance the boundary layer fills the flow area. The velocity profile becomes independent of the axis in the direction of flow, and the flow is said to be fully developed . Boundary layer buildup in pipe
Velocity Distributions Turbulence causes transfer of momentum from center of pipe to fluid closer to the pipe wall. Mixing of fluid (transfer of momentum) causes the central region of the pipe to have relatively uniform velocity (compared to laminar flow) Close to the pipe wall, eddies are smaller (size proportional to distance to the boundary)