Title | Problem 6 - Exercício CM e QDM |
---|---|
Author | Anonymous User |
Course | Fenômenos De Transporte 4 0002008 E 000200 |
Institution | Universidade Estadual Paulista |
Pages | 1 |
File Size | 102.8 KB |
File Type | |
Total Downloads | 6 |
Total Views | 137 |
Exercício CM e QDM...
Problem 6.54
Given:
Flow rate through siphon
Find:
Maximum height h to avoid cavitation
[Difficulty: 3]
Solution: Basic equation
p
2
V
+
ρ
+ g ⋅ z = const
2
Q = V⋅ A
Assumptions: 1) Incompressible flow 2) Inviscid 3) Steady 4) Along a streamline
Available data
From continuity
Q = 5⋅
V=
Q
3 −3m
L
Q = 5 × 10
s
=
A
ρ = 999⋅
D = 25⋅ mm
s
kg
p atm = 101⋅kPa
3
m 3
4⋅Q
V =
2
π⋅D
m 4 1 ⎞ × 0.005⋅ ×⎛ π s ⎝ .025⋅ m⎠
2
V = 10.2
m s
Hence, applying Bernoulli between the free surface and point A p atm ρ
=
pA ρ
2
+ g ⋅h +
V
where we assume VSurface...