Environmental Engineering Reference
In-Depth Information
Tab l e 9 . 2
Minor Loss Coefficients
Minor Loss Element
K
Pipe Inlets
Projecting pipe
0.5 to 0.9
Sharp corner-flush
0.50
Slightly rounded
0.04 to 0.5
Bell mouth
0.03 to 0.1
Sudden expansions
a
(based on inlet velocity,
V
1
)
A
p
1
/
A
p
2
)
2
(1
−
Sudden contractions
b
(based on outlet velocity,
V
2
)
−
1)
2
(1/
C
c
A
p
2
/
A
p
1
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
C
c
0.624
0.632
0.643
0.659
0.681
0.712
0.755
0.813
0.892
Steel Bell Reducers
c
(Welded,
D
1
/D
2
=
1.2 to 1.33)
0.053 to 0.23
Steel Bell Expanders
c
(Welded,
D
2
/D
1
=
1.2 to 1.33)
0.02 to 0.11
PVC Fabricated Reducers
c
(
D
1
/D
2
=
1.33 to 1.5)
0.12 to 0.68
PVC Fabricated Expanders
c
(
D
2
/D
1
=
1.2 to 1.33)
0.07 to 1.19
Bends
d
Short radius, curve radius/pipe diameter
=
1
90
◦
0.3 to 0.6
45
◦
0.10
30
◦
0.06
Long radius, curve radius/pipe diameter
=
1.5
90
◦
0.07 to 0.33
45
◦
0.09
30
◦
0.06
Mitered (one miter)
90
◦
1.10
60
◦
0.40 to 0.59
45
◦
0.35 to 0.44
30
◦
0.11 to 0.19
Valves (full-open)
Average
K
Values
Range
Check valves
e
Swing check
1.0
0.29 to 2.2
Tilt disc
1.2
0.27 to 2.62
Lift
4.6
0.85 to 9.1
Double-door
1.32
1.0 to 1.8
Gate
0.15
0.1 to 0.3
Butterfly
0.56
0.2 to 0.6
Globe
4.0
3 to 10
a
See Streeter and Wylie (1975)
b
See Streeter and Wylie (1975)
c
See Rahmeyer (2002)
d
See Miller (1990)
e
See Kalsi and Tullis (1993)
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