TECHNICAL PAPERS
Nov 1, 1988

Shape Effects on Flow Resistance in Horseshoe Conduits

Publication: Journal of Hydraulic Engineering
Volume 114, Issue 11

Abstract

An experimental study of open channel flow resistance in horseshoeshaped conduits is reported. The friction factor is shown to increase approximately 20 percent in comparison to values taken from the Moody diagram for depths larger than half‐full. For depths less than half‐full, the friction factor agrees with that determined directly from the Moody diagram with four times the hydraulic radius taken as the length scale. The resultant changes in the ratio of part‐full velocity to full‐flow velocity are investigated and compared with field results for circular pipes. For small relative depths of flow, the experimental results for relative velocity agree with those obtained using the Moody‐diagram friction factor for a houseshoe conduit with no shape correction, but they approach field results for circular conduits at higher relative depths of flow for which a shape correction is needed.

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References

1.
ASCE Task Force on Friction Factors in Open Channels (1963). “Friction factors in open channels.” J. Hydr. Div., ASCE, 89(2), 97–143.
2.
Berlamont, J. E., and Vanderstappen, N. (1981). “Unstable turbulent flow in open channels.” J. Hydr. Div., ASCE, 107(4), 427–450.
3.
Brownlie, W. R. (1981). “Re‐examination of Nikuradse roughness data.” J. Hydr. Div., ASCE, 107(1), 115–119.
4.
Camp, T. R. (1946). “Design of sewers to facilitate flow.” Sewage Works J., 18(1), 3–16.
5.
Colebrook, C. F. (1938). “Turbulent flow in pipes with particular reference to the transition region between the smooth and rough pipe laws.” Journal of the Inst. of Civil Engrs., 11, 133–146.
6.
Gravity sanitary sewer design, (1983), ASCE Design Manual No. 37, ASCE, New York, N.Y., 93–105.
7.
Jayaraman, V. V. (1970). “Resistance studies on smooth open channels.” J. Hydr. Div., ASCE, 96(5), 1129–1141.
8.
Kazemipour, A. K., and Apelt, C. J. (1979). “Shape effects on resistance to uniform flow in open channels.” J. Hydr. Res., 17(2), 129–147.
9.
Kazemipour, A. K., and Apelt, C. J. (1980). “Shape effects on resistance to flow in smooth semi‐circular channels.” Rept., CE 18, Univ. of Queensland.
10.
Kazemipour, A. K., and Apelt, C. J. (1982). “New data on shape effects in smooth rectangular channels.” J. Hydr. Res., 20(3), 225–233.
11.
King, D. (1983). “Open channel flow resistance in horseshoe‐shaped conduits.” Special Research Problem for the M.S. degree, School of Civ. Engrg., Georgia Inst. of Tech., Atlanta, Ga.
12.
Macagno, E. O., and Hung, T. K. (1964). Discussion of “Shear and velocity distribution in shallow channels,” by H. Lundgren and G. Jonsson. J. Hydr. Div., ASCE, 90(5), 169–175.
13.
May, R. W. P. (1982). “Sediment transport in sewers.” Rept., IT222, Hydraulics Research Station, Wallingford.
14.
Myers, W. R. C. (1982). “Flow resistance in wide rectangular channels.” J. Hydr. Div., ASCE, 108(4), 471–483.
15.
Nalluri, C., and Novak, P. (1973). “Turbulence characteristics in a smooth open channel of circular cross‐section.” J. Hydr. Res., 11(4), 343–368.
16.
Nalluri, C., and Adepoju, B. A. (1985). “Shape effects on resistance to flow in smooth channels of circular cross‐section.” J. Hydr. Res., 23(1), 37–46.
17.
Neale, L. C., and Price, R. E. (1964). “Flow characteristics of PVC sewer pipe.” J. Sanitary Engrg. Div., ASCE, 90(3), 109–129.
18.
Pillai, N. N. (1970). “On uniform flow in smooth rectangular open channels.” J. Hydr. Res., 8(4), 403–417.
19.
Pomeroy, R. D. (1967). “Flow velocities in small sewers.” J. Water Pollution Control Federation, 39, 1525–1548.
20.
Rouse, H. (1965). “Critical analysis of open‐channel resistance.” J. Hydr. Div., ASCE, 91(4), 475–500.
21.
Shih, C. C., and Grigg, N. S. (1967). “A reconsideration of the hydraulic radius as a geometric quantity in open channel hydraulics.” Proc., 12th Congress, IAHR, 1, 288–296.
22.
Tracy, H. J., and Lester, C. M. (1961). “Resistance coefficients and velocity distribution in smooth, rectangular channel.” Water Supply Paper, 1592‐A, U.S. Geological Survey, Washington, D.C.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 114Issue 11November 1988
Pages: 1416 - 1429

History

Published online: Nov 1, 1988
Published in print: Nov 1988

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Authors

Affiliations

Terry W. Sturm, Member, ASCE
Assoc. Prof., School of Civ. Engrg., Georgia Inst. of Tech., Atlanta, GA 30332
David A. King, Associate Member, ASCE
Engr., Southern Co. Services, Atlanta, Ga

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