
CIVL 130 - FLUID MECHANICS Es. Given: Outflow structure Discharges through circular pipe Neglect Friction Assume...
02. (25 POINTS) Kerosene (p- 800 kg/m3) flows through the system in the figure below. The outflow is to the atmosphere. The pipe is horizontal. The fluid in the manometer is mercury. Neglect friction, Calculate (i) discharge O,(ii) velocity Vs (iii) Zs and (iv) ha Ds D4 10 cm D2 7 cm 20.0 m 4 10 cm 5 cm 10 cm Horizontal Pipe 3 5 2 Atmos る- D. D-D. Datum
02. (25 POINTS) Kerosene (p- 800 kg/m3) flows through...
fundamental of fluid mechanics
H.W: To design a circular pipe, determine the wall shear stress. Assume the fluid is water at 60 F. Also find the force on a 100 length of pipe. -4P 22 2 -10
(a) Consider a flow through a circular pipe. If the fluid enters the pipe with a uniform velocity (Uin) and uniform temperature (Tin ), draw the radial temperature distribution T(r) at three distinct axial locations if the pipe is subjected to uniform heat flux along its surface. Do not forget to draw the boundary layers. Identify the developing and developed regions for this flow.
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...
Engineering Fluid Mechanics
PO 17: Water flows through a section of a pipe of length L and diameter D as indicated in the figure. The pipe has a roughness of k, = 0.3mm. The discharge is Q = 1m/s. The kinematic viscosity of water is V = 10 m/s. (a) What is the friction factor ? (Moody diagram on next page). (b) What is the head loss over the pipe section of length L? (c) What horizontal force is required...
Water flows steadily downwards through a circular pipe of internal diameter 0.15 m inclined at 30° to the horizontal. A U-tube manometer is used to determine the pressure difference between two points displaced axially along the pipe by a distance 1.25 m. The reading on the manometer is 0.25 m of mercury. 1.25 m 0.15 m 30 0.25 m mercury Figure 2: Manometer and pipe Neglecting the thickness of the wall, determine between points 1 and 2: a. The difference...
Rotational Dynamics Assignment (200 Points) • Due Friday, July 31 at 5:00 pm Equations are in a separate document entitled “Equations for Rotational Dynamics Assignment” • Moments of inertia formulas are provided on the last page of this document • Show all of your work when solving equations. It is not sufficient to merely have a correct numerical answer. You need to have used legitimate equations and algebra. You also need to have correctly used the data. • Units must...