The pressure drop across 90deg sharp-angled miter elbows connecting straight circular pipes is studied in a bespoke experimental facility by using water and air as working fluids flowing in the range of bulk Reynolds number 500<Re<60,000. To the best of our knowledge, the dependence on the Reynolds number of the pressure drop across the miter elbow scaled by the dynamic pressure, i.e., the pressure-loss coefficient K, is reported herein for the first time. The coefficient is shown to decrease sharply with the Reynolds number up to about Re=20,000 and, at higher Reynolds numbers, to approach mildly a constant K=0.9, which is about 20% lower than the currently reported value in the literature. We quantify this relation and the dependence between K and the straight-pipe friction factor at the same Reynolds number through two new empirical correlations, which will be useful for the design of piping systems fitted with these sharp elbows. The pressure drop is also expressed in terms of the scaled equivalent length, i.e., the length of a straight pipe that would produce the same pressure drop as the elbow at the same Reynolds number.

References

1.
Dean
,
W.
,
1927
, “
Note on the Motion of Fluid in a Curved Pipe
,”
London, Edinburgh, Dublin Philos. Mag. J. Sci.
,
4
(
20
), pp.
208
223
.
2.
Sugiyama
,
S.
,
Hayashi
,
T.
, and
Yamazaki
,
K.
,
1983
, “
Flow Characteristics in the Curved Rectangular Channels: Visualization of Secondary Flow
,”
Bull. JSME
,
26
(
216
), pp.
964
969
.
3.
Crawford
,
N.
,
Cunningham
,
G.
, and
Spedding
,
P.
,
2003
, “
Prediction of Pressure Drop for Turbulent Fluid Flow in 90 Bends
,”
Proc. Inst. Mech. Eng., Part E
,
217
(
3
), pp.
153
155
.
4.
Crawford
,
N.
,
Cunningham
,
G.
, and
Spence
,
S.
,
2007
, “
An Experimental Investigation Into the Pressure Drop for Turbulent Flow in 90 Elbow Bends
,”
Proc. Inst. Mech. Eng., Part E
,
221
(
2
), pp.
77
88
.
5.
Schmandt
,
B.
, and
Herwig
,
H.
,
2012
, “A Standard Method to Determine Loss Coefficients of Conduit Components Based on the Second Law of Thermodynamics,”
ASME
Paper No. ICNMM2012-73249.
6.
Schmandt
,
B.
, and
Herwig
,
H.
,
2013
, “
Loss Coefficients for Periodically Unsteady Flows in Conduit Components: Illustrated for Laminar Flow in a Circular Duct and a 90 Degree Bend
,”
ASME J. Fluids Eng.
,
135
(
3
), p.
031204
.
7.
Schmandt
,
B.
, and
Herwig
,
H.
,
2016
, “
Losses Due to Conduit Components: An Optimization Strategy and Its Application
,”
ASME J. Fluids Eng.
,
138
(
3
), p.
031204
.
8.
Beij
,
K.
,
1938
,
Pressure Losses for Fluid Flow in 90° Pipe Bends
, Vol. 21, United States Department of Commerce, Washington, DC.
9.
Ito
,
H.
,
1960
, “
Pressure Losses in Smooth Pipe Bends
,”
ASME J. Fluids Eng.
,
82
(
1
), pp.
131
140
.
10.
Kirchbach
,
H.
,
1935
, “Loss of Energy in Miter Bends,” Transactions of the Munich Hydraulic Institute, American Society of Mechanical Engineers, New York, Bulletin No. 3.
11.
Schubart
,
W.
,
1935
, “
Energy Loss in Smooth-and Rough-Surfaced Bends and Curves in Pipe Lines
,”
Trans. Hydraul. Inst. Munich Tech. Univ.
,
3
, pp.
81
99
.
12.
Haidar
,
N.
,
1995
, “
Prediction of Compressible Flow Pressure Losses in 30–150 Deg Sharp-Cornered Bends
,”
ASME J. Fluids Eng.
,
117
(
4
), pp.
589
592
.
13.
Moujaes
,
S.
, and
Aekula
,
S.
,
2009
, “
CFD Predictions and Experimental Comparisons of Pressure Drop Effects of Turning Vanes in 90 Duct Elbows
,”
J. Energy Eng.
,
135
(
4
), pp.
119
126
.
14.
Munson
,
B.
,
Young
,
D.
, and
Okiishi
,
T.
,
2006
,
Fundamentals of Fluid Mechanics
,
Wiley
, Hoboken, NJ.
15.
White
,
F.
,
2011
,
Fluid Mechanics, 7th ed.
,
McGraw-Hill
,
Boston, MA
.
16.
Rennels
,
D.
, and
Hudson
,
H.
,
2012
,
Pipe Flow: A Practical and Comprehensive Guide
,
Wiley
, Hoboken, NJ.
17.
Crane
,
1988
,
Flow of Fluids Through Valves, Fittings, and Pipes
,
Crane
, Newyork.
18.
Spedding
,
P.
,
Benard
,
E.
, and
McNally
,
G.
,
2004
, “
Fluid Flow Through 90 Degree Bends
,”
Dev. Chem. Eng. Miner. Process.
,
12
(
1–2
), pp.
107
128
.
19.
Wilson
,
R.
,
McAdams
,
W.
, and
Seltzer
,
M.
,
1922
, “
The Flow of Fluids Through Commercial Pipe Lines
,”
Ind. Eng. Chem.
,
14
(
2
), pp.
105
119
.
20.
Perry
,
J.
,
1950
, “
Chemical Engineers' Handbook
,”
J. Chem. Educ.
,
27
(
9
), p.
533
.
21.
Lemmon
,
E.
,
Huber
,
M.
, and
McLinden
,
M.
,
2010
, “NIST Standard Reference Database 23: Reference Fluid Thermodynamic and Transport Properties—REFPROP. 9.0,” National Institute of Standards and Technology, Boulder, CO.
22.
Taylor
,
J. R.
,
1997
,
An Introduction to Error Analysis
,
University Science Books
, Sausalito, CA.
24.
Haaland
,
S. E.
,
1983
, “
Simple and Explicit Formulas for the Friction Factor in Turbulent Pipe Flow
,”
ASME J. Fluids Eng.
,
105
(
1
), pp.
89
90
.
25.
McKeon
,
B.
,
Swanson
,
C.
,
Zagarola
,
M. V.
,
Donnelly
,
R.
, and
Smits
,
A.
,
2004
, “
Friction Factors for Smooth Pipe Flow
,”
J. Fluid Mech.
,
511
, pp.
41
44
.
26.
den Toonder
,
J.
, and
Nieuwstadt
,
F. M.
,
1997
, “
Reynolds Number Effects in a Turbulent Pipe Flow for Low to Moderate Re
,”
Phys. Fluids
,
9
(
11
), pp.
3398
3409
.
27.
Swanson
,
C.
,
Julian
,
B.
,
Ihas
,
G.
, and
Donnelly
,
R.
,
2002
, “
Pipe Flow Measurements Over a Wide Range of Reynolds Numbers Using Liquid Helium and Various Gases
,”
J. Fluid Mech.
,
461
, pp.
51
60
.
28.
Wu
,
X.
, and
Moin
,
P.
,
2008
, “
A Direct Numerical Simulation Study on the Mean Velocity Characteristics in Turbulent Pipe Flow
,”
J. Fluid Mech.
,
608
, pp.
81
112
.
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