Hydraulic Design of Large-Diameter Pipes

Journal of Hydraulic Engineering

Volumn 129, Issue 11, 2003, Pages 839-846

  Bombardelli, Fabián A ^a,b   García, Marcelo H ^a  

^a University of Illinois at Urbana Champaign   (United States)

^b Instituto Nacional del Agua Argentina   (Argentina)

Author keywords

Pipe design; Pipe flow; Resistance coefficients; Roughness

Indexed keywords

LAWS AND LEGISLATION; PIPE FLOW; HYDRAULIC MACHINERY; TURBULENT FLOW;

'CURRENT; CONDITION; FLOW REGIMES; HYDRAULIC DESIGNS; LARGE-DIAMETER PIPES; PIPE DESIGN; PIPE SYSTEM; RESISTANCE COEFFICIENTS; WILLIAMS;

WATER SUPPLY; WATER PIPELINES;

HYDRAULIC DESIGN;

CLOSED CHANNEL; DESIGN; HEAD (PRESSURE); PIPE FLOW; PRESSURE LOSS; SURFACE ROUGHNESS; TRANSITION FLOW;

EID: 0344961334     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2003)129:11(839)     Document Type: Article

References (33)

1. Ackers, P. (1961). ‘‘The hydraulic resistance of drainage conduits.’’ Proc. Inst. Civ. Eng. London, 19, 307–336.
2. Barlow, J. F., and Markland, E. (1975). ‘‘Converting the Hazen-Williams equation to the Colebrook function.’’ Water Power Dam Constr., 9, 331–334.
3. Barr, D. I. H. (1972). ‘‘New forms of equations for the correlation of pipe resistance data.’’ Proc. Inst. Civ. Eng. London, 53(2), 383–390.
4. Barr, D. I. H. (1977). ‘‘Discussion on ‘Accurate explicit equation for friction factor,’ by A. K. Jain.’’ J. Hydraul. Div., Am. Soc. Civ. Eng., 103(3), 334–337.
5. Charalambous, C., and Elimam, A. A. (1990). ‘‘Heuristic design of sewer networks.’’ J. Environ. Eng., 116(6), 1181–1199.
6. Chen, C. L. (1992). ‘‘Power law of flow resistance in open channels: Manning’s formula revisited.’’ Channel flow resistance: Centennial of Manning’s formula, B. C. Yen, ed., Water Resources Publications, Littleton, Colo., 206–240.
7. Chien, N., and Wan, Z. (1999). Mechanics of sediment transport, ASCE Press, Reston, Va.
8. Chow, V. T. (1988). Open-channel hydraulics, McGraw-Hill, New York, classic reissue.
9. Christensen, B. A. (1984). ‘‘Discussion on ‘Flow velocities in pipelines,’ by R. D. Pomeroy.’’ J. Hydraul. Eng., 110(10), 1510–1512.
10. Christensen, B. A. (2000). ‘‘Discussion on ‘Limitations and proper use of the Hazen-Williams equation,’ by C. P. Liou.’’ J. Hydraul. Eng., 126(2), 167–168.
11. Churchill, S. W. (1973). ‘‘Empirical expressions for the shear stress in turbulent flow in commercial pipe.’’ AIChE J., 19(2), 375–376.
12. Datta, R. S. N., and Sridharan, K. (1994). ‘‘Parameter estimation in water-distribution systems by least-squares.’’ J. Water Resour. Plan. Manage. Div., Am. Soc. Civ. Eng., 120(4), 405–422.
13. Diskin, M. H. (1960). ‘‘The limits of applicability of the Hazen-Williams formula.’’ Houille Blanche, 6, 720–723.
14. Elimam, A. A., Charalambous, C., and Ghobrial, F. H. (1989). ‘‘Optimum design of large sewer networks.’’ J. Environ. Eng., 115(6), 1171–1190.
15. Hudson, W. D. (1966). ‘‘Studies of distribution system capacity in seven cities.’’ J. Am. Water Works Assoc., 58(2), 157–164.
16. Jain, A. K. (1976). ‘‘Accurate explicit equation for friction factor.’’ J. Hydraul. Div., Am. Soc. Civ. Eng., 102(5), 674–677.
17. Jain, A. K., Mohan, D. M., and Khanna, P. (1978). ‘‘Modified Hazen-Williams formula.’’ J. Environ. Eng. Div. (Am. Soc. Civ. Eng.), 104(1), 137–146.
18. Jeppson, R. W. (1977). Analysis of flow in pipe networks, Ann Arbor Science, Mich.
19. King, H. W., Wisler, C. O., and Woodburn, J. G. (1948). Hydraulics, Wiley, New York.
20. Liou, C. P. (1998). ‘‘Limitations and proper use of the Hazen-Williams equation.’’ J. Hydraul. Eng., 124(9), 951–954.
21. Locher, F. A. (2000). ‘‘Discussion on ‘Limitations and proper use of the Hazen-Williams equation,’ by C. P. Liou.’’ J. Hydraul. Eng., 126(2), 168–169.
22. Mogazhi, H. E. M. (1998). ‘‘Estimating Hazen-Williams coefficient for polyethylene pipes.’’ J. Transp. Eng., 124(2), 197–199.
23. Niranjan Reddy, P. V., Sridharan, K., and Rao, P. V. (1996). ‘‘WLS method for parameter estimation in water distribution networks.’’ J. Water Resour. Plan. Manage. Div., Am. Soc. Civ. Eng., 122(3), 157–164.
24. Rouse, H. (1978). Elementary mechanics of fluids, Dover Ed., Dover, New York.
25. Strickler, A. (1923). ‘‘Contributions to the question of a velocity formula and roughness data for streams, channels and close pipelines.’’ Translation by T. Roesgen and W. R. Brownlie, W. M. Keck Laboratory of Hydraulics and Applied Science, California Institute of Technology, 1981.
26. Swamee, P. K. (2000). ‘‘Discussion on ‘Limitations and proper use of the Hazen-Williams equation,’ by C. P. Liou.’’ J. Hydraul. Eng., 126(2), 169–170.
27. Swamee, P. K., and Jain, A. K. (1976). ‘‘Explicit equations for pipe-flow problems.’’ J. Hydraul. Div., Am. Soc. Civ. Eng., 102(5), 657–664.
28. Vennard, J. K. (1958). Elementary fluid mechanics, 3rd Ed., Wiley, New York.
29. Williams, G. S., and Hazen, A. (1920). Hydraulic tables, Wiley, Brooklyn, N.Y.
30. Williamson, J. (1951). ‘‘The laws of flow in rough pipes. Strickler, Manning, Nikuradse and drag-velocity.’’ Houille Blanche, 6(5), 738–748.
31. Yen, B. C. (1992a). ‘‘Hydraulic resistance in open channels.’’ Channel flow resistance: Centennial of Manning’s formula, B. C. Yen, ed., Water Resources Publications, Littleton, Colo., 1–135.
32. Yen, B. C. (1992b). ‘‘Dimensionally homogeneous Manning’s formula.’’ J. Hydraul. Eng., 118(9), 1326–1332.
33. Yen, B. C. (2002). ‘‘Open channel flow resistance.’’ J. Hydraul. Eng., 128(1), 20–39.