Two Dimensional - Aerodynamics - Home Work, Exercises of Engineering Dynamics

These are the Home Work of Aerodynamics which includes Unit Span, Airfoil, Line Shape, Non Dimensionalized, Distances, Constant, Lift Coefficient, Aerodynamic Center, Approach Identical etc. Key important points are: Two Dimensional, Low Speed, Velocity Field, Curve Fitted, Continuity Equation, Components, Device, Controlling, Unit Width, Water in Channels

Typology: Exercises

2012/2013

Uploaded on 03/24/2013

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Homework Set #2
1. In a two-dimensional low speed flow experiment, the velocity field was measured
and curve fitted as:
Verify if this velocity field satisfies the continuity equation.
Hint: Identify the u- and v- components. Determine whether u/x + v/y adds up to
zero.
2. Consider the cross section of a sluice gate, which is a device for controlling the
flow of water in channels. Determine the force on the gate per unit width of the
gate.
Hint: think of each line as a surface, with the length given above, and 1 foot of depth in
the direction normal to the plane of the paper. The hydrostatic gauge pressure field p
equals ρgh. That is, the gauge pressure at any point in the flow will linearly vary with the
depth of the water, h. Use the average values of the pressure (at half-depth) for the
pressure forces.
Ans: V =16.667 ft/sec, Force in the x- direction on the gate = 1708 lb per foot of width in
the direction normal to the plane of the paper.
Inflow velocity = 5
ft/sec
10 ft
3 ft
V=?
j
yx
y
i
yx
x
V
2222
33
+
+
+
=
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Homework Set #

  1. In a two-dimensional low speed flow experiment, the velocity field was measured and curve fitted as:

Verify if this velocity field satisfies the continuity equation.

Hint: Identify the u- and v- components. Determine whether ∂u/∂x + ∂v/∂y adds up to zero.

  1. Consider the cross section of a sluice gate, which is a device for controlling the flow of water in channels. Determine the force on the gate per unit width of the gate.

Hint: think of each line as a surface, with the length given above, and 1 foot of depth in the direction normal to the plane of the paper. The hydrostatic gauge pressure field p equals ρgh. That is, the gauge pressure at any point in the flow will linearly vary with the depth of the water, h. Use the average values of the pressure (at half-depth) for the pressure forces.

Ans: V =16.667 ft/sec, Force in the x- direction on the gate = 1708 lb per foot of width in the direction normal to the plane of the paper.

Inflow velocity = 5 10 ft ft/sec

V=? 3 ft

j x y

y i x y

x V

2 2 2 2

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  1. Consider the flow of water through the nozzle-elbow assembly shown below. The water issues out as a free jet from the nozzle at atmospheric pressure. What is the force along the x- direction on the nozzle assembly?

Ans: 7864 N

  1. A pipe tapers from a diameter of 0.5 m at the inlet to a diameter of 0.25 m at the outlet, and turns by an angle of 45 degrees. The gauge pressure at the inlet and the outlet are 40000 N/m^2 and 23000 N/m^2 , respectively. The pipe carries oil, with a density of 850 kg/ m^3 , at a rate of 0.45 m^3 /sec. Compute the magnitude and direction of the force acting on the turn.

Ans: 6362 N at a direction 31 degrees relative to the inflow.

Inflow Velocity= 1.5 m./sec Diameter of pipe at inflow = 0.3 m Gauge Pressure = 100,000 Pascal

Jet Exit diameter= 0.15 m

45 deg

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