The velocity field for a line some in the r θ plane (Fig. P4-43) is given by u r = m 2 π u θ = 0 Where m is the line source strength. For the case with in m / ( 2 π ) = 1.5 m 2 / s , plot a contour plot of velocity magnitude (speed). Specifically, draw curves of constant speed V = 0.5, 1.0, 1.5, 2.0, and 2.5 m/s. Be sure to label these speeds on your plot.
The velocity field for a line some in the r θ plane (Fig. P4-43) is given by u r = m 2 π u θ = 0 Where m is the line source strength. For the case with in m / ( 2 π ) = 1.5 m 2 / s , plot a contour plot of velocity magnitude (speed). Specifically, draw curves of constant speed V = 0.5, 1.0, 1.5, 2.0, and 2.5 m/s. Be sure to label these speeds on your plot.
The velocity field for a line some in the
r
θ
plane (Fig. P4-43) is given by
u
r
=
m
2
π
u
θ
=
0
Where m is the line source strength. For the case with in
m
/
(
2
π
)
=
1.5
m
2
/
s
, plot a contour plot of velocity magnitude (speed). Specifically, draw curves of constant speed V= 0.5, 1.0, 1.5, 2.0, and 2.5 m/s. Be sure to label these speeds on your plot.
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العنوان
O
не
شكا
+91x PU + 96852
A heavy car plunges into a lake during an accident and lands at the bottom of the lake
on its wheels as shown in figure. The door is 1.2 m high and I m wide, and the top edge of
Deine the hadrostatic force on the
Plot the displacement diagram for a cam with roller follower of diameter 10 mm. The required
motion is as follows;
1- Rising 60 mm in 135° with uniform acceleration and retardation motion.
2- Dwell 90°
3- Falling 60 mm for 135° with Uniform acceleration-retardation motion.
Then design the cam profile to give the above displacement diagram if the minimum circle
diameter of the cam is 50 mm.
=
-20125
750 x2.01
Plot the displacement diagram for a cam with roller follower of diameter 10 mm. The required
motion is as follows;
1- Rising 60 mm in 135° with uniform acceleration and retardation motion.
2- Dwell 90°
3- Falling 60 mm for 135° with Uniform acceleration-retardation motion.
Then design the cam profile to give the above displacement diagram if the minimum circle
diameter of the cam is 50 mm.
Q1/ A vertical, circular gate with water on one side as shown. Determine
the total resultant force acting on the gate and the location of the center of
pressure, use water specific weight 9.81 kN/m³
1 m
4 m
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