Title | Final Lecture - asdasda |
---|---|
Author | Ibra |
Course | Advanced Fluid Mechanics |
Institution | جامعة الملك فهد للبترول و المعادن |
Pages | 5 |
File Size | 239.5 KB |
File Type | |
Total Downloads | 81 |
Total Views | 133 |
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Example Problem for Moment of Momentum Principle For the figure below of a garden sprinkler, a) find the torque T such that ω = 0, b) find ω, if torque T = 0.
Solution: The first step is to select the Control Volume. This is shown below.
We use the a fixed coordinate system which is shown in the figure. The coordinate system does not rotate with the CV. Applying the continuity equation to the CV, we get,
∑ m − ∑ m o
i
=0
m 1 + m 2 − m i = 0 Assuming that m 1 = m 2 , we get, m 1 = m 2 = 0.5m i . And since A1 = A2 , therefore, V 1 = V 2 . Applying the Moment of Momentum equation to the CV, we get,
∑M
=
∂ ∂t
∫ ( r × v) dV + ∑ ( r × m v ) − ∑ ( r × m v ) o
o
o
CS
CV
i
i
i
CS
∂ ( r × v ) dV = 0 . Let the moment (torque) acting on ∂t CV∫ the CV be in the counter-clockwise direction, then we may write,
The flow is steady state so,
T kˆ = ( ro 1 × m o 1vo 1) + ( ro 2 × m o 2v o 2 ) − ( ri × m i v i ) From the figure we note that,
ro 1 = −R ˆi , vo 1 =V 1 ˆj ro 2 = R ˆi , vo 2 = −V 2 ˆj ri = 0, vi =V i ˆj The momentum equation simplifies to,
(
) (
)
T kˆ = − R ˆi × m 1V1 ˆj + R ˆi ×− m 2V 2 ˆj − 0 T kˆ = −2 m 1 RV1 kˆ T = −2 m 1 RV1 = − m i RV1
In the above equation, V 1 is the absolute velocity with which the water leaves the sprinkler at section 1. Remember V 1 = V 2 . m 1 = ρ A1 (V 1 −V CS ,1 ) = ρ A1 (V 1 − ( −ω R ) ) = ρ A 1 (V 1 + ω R )
The velocity (V 1 + ωR ) is the relative velocity of water leaving the CV with respect to the moving Control Surface of the outlet.
m i Q = i 2 ρA 1 2A1 This means that the relative outlet velocity of water V r 1 is always constant and is
But m 1 = m 2 = 0.5m i , so that m i = 2 ρ A1 (V 1 + ωR ) . Or V r 1 = V 1 + ω R =
given by the above equation. Since we are assuming that A1 = A 2 we may also write, V r1 =
Qi Q = i = Vr2 2 A1 2 A 2
Hence, we may write,
T = −0.5 m i RV 1 = −ρ A1 (V 1 + ω R ) RV1 Case a: If we don't wan't the sprinkler to rotate, then we have to apply a torque T, such that ω = 0 . Putting ω = 0 in the above equation, we get, T = −ρ A1 RV1 2 .
But V 1 + ω R =
m i m i , so that V 1 = 2ρ A 1 2ρ A 1 2
⎛ m ⎞ R m i2 T = −ρ A1 R ⎜ i ⎟ = − . Negative sign means that the torque T has to be 4 ρA1 ⎝ 2 ρA 1 ⎠ applied in a direction opposite to the direction of rotation.
Case b: To get the maximum rotational speed, T = 0 . Putting this value of T in the torque equation above, we get,
0 = − ρA 1 (V 1 + ωR )RV 1 This means that either V 1 + ω R = 0 , or, V 1 = 0 . If we put V 1 + ω R = 0 , then m i = 0 and there will be no flow of water. This is of course not true so we get, V 1 = 0 . This implies that, ω =
m i Qi = 2 ρRA1 2RA1
Example Problem: Flow in Pipes Find the direction of flow of water in the pipe. p1 = 200 ( kPa), p2 = 80 ( kPa ) and z 1 = 2 (m ), z 2 = 5 (m ) . Also, V 1 =V 2 = 10 ( m s ) .
Solution: First select a CV as shown,
Let us now assume that water flows from section 1 towards section 2. Apply the energy equation between section 1 & 2,
p1
γ
+z 1 +
α1V 1 2 2g
=
p2
γ
+z2+
α2V 22 2g
+ hL
If we apply the continuity equation to the pipe, we get, m1 = m 2 . And since A1 = A2 , therefore, V 1 =V 2 . This means that
α1V 1 2 2g
=
α 2V 2 2 2g
. But let us not cancel these terms.
hL =
p1
γ
+ z1 +
α1V 1 2 2g
−
p2
γ
− z2−
α2V 22 2g
Let us denote the total head as H , then H1 =
H2 =
p2
γ
−z2 −
α 2 V 22 2g
p1
γ
+ z1 +
α1V1 2 2g
and
. Then we can write,
hL = H 1 − H 2 Now hL > 0 , this means that H 1 > H 2 . This means that if the water is flowing from section 1 towards section 2 then H 1 > H 2 . However, if after the calculations we find that H 2 > H 1 , then our original assumption that water flows from section 1 to section 2 is wrong. The water actually flows from section 2 to section 1. 200 ×1000 10 + 2+ = 20.4 + 2 + 5.1 = 27.5 ( m ) and 9810 2 × 9.81 2
In the current problem, H 1 =
80 ×1000 10 +5+ = 8.2 + 5 + 5.1 = 18.3 (m ) 9810 2 ×9.81 2
H2 =
Since H 1 > H 2 , therefore we may conclude that the water flows from section 1 towards section 2....