Finite Volume Analysis: Application
of Conservation of Linear Momentum
Example 2 (continued) For the given data
(as listed below): Vr
= 20 ft/sec r = 8 inches = 2/3
ft, t = 0.5 inches =
1/24 ft And
for water ρ =
1.94 slugs/ft3
For
conservation of linear momentum: d/dt ∫ ρ V dV +
∫ ρ V (V●n) dS =
Σ F
cv cs Since
the flow is steady the first integral is zero. Now V = Vr er = Vr ( sin θ i – cos θ j )
where n = er so
V ● n = Vr er ● er = Vr Also Σ F = Fx i + Fy j
and dS = r
dθ t π/2
π/2 ∫ ρ V (V●n) dS =
ρ ∫ Vr ( sin θ i – cos θ j ) Vr r dθ t =
ρ (Vr )2 (- sin θ )| r t j cs -π/2
-π/2 Therefore Fx = 0
(note symmetry) and Fy = -
2 ρ (Vr )2 r t Fy = -
2 (1.94) (20 )2 (2/3)
(1/24) = - 43.11 lb (result) |
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