Two Methods for the Computation of Commercial Pipe Friction Factors

Journal of Hydraulic Engineering

Volumn 131, Issue 8, 2005, Pages 694-704

  Yoo, D H ^a   Singh, V P ^b  

^a Ajou University   (South Korea)

^b LOUISIANA STATE UNIVERSITY   (United States)

Author keywords

Computation; Flow characteristics; Friction; Pipe flow; Roughness; Velocity

Indexed keywords

CAST IRON PIPE; CONCRETES; GALVANIZING; NODULAR IRON; PIPE FLOW; FRICTION; PROBABILITY; REGRESSION ANALYSIS; SHEAR STRESS; SURFACE ROUGHNESS; TURBULENT FLOW; VELOCITY;

AVERAGE ERRORS; FACTOR METHODS; FLOW CHARACTERISTIC; FRICTION FACTOR EQUATIONS; FRICTION FACTORS; MEAN VALUES; PIPE FRICTION FACTORS; RELATIVE CONTRIBUTION; ROUGHNESS HEIGHT; ZERO VELOCITY;

FRICTION; PIPE FLOW;

FLOW CHARACTERISTICS; FRICTION FACTOR;

FLOW CHARACTERISTICS; FLOW VELOCITY; FRICTION; PIPE FLOW; SURFACE ROUGHNESS;

EID: 25444439278     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2005)131:8(694)     Document Type: Article

References (21)

1. Bagarello, V., Ferro, V., Provenzano, G., and, Pumo, D. (1995). Experimental study on flow resistance law for small-diameter plastic pipes.J. Irrig. Drain. Eng., 121 (5), 313-316.
2. Barr, D. I. H. (1976). Discussion on technical note 128.Proc. Inst. Civ. Eng., Part 2, 61, 489-497.
3. Boussinesq, J. (1877). Essay on the theory of flowing water.French Acad. Sci., 23, 1-860.
4. Colebrook, C. F. (1938). Turbulent flow in pipes, with particular reference to the transition region between the smooth and rough pipe laws.J. Inst. Civ. Eng., London, 11, 133-156.
5. Colebrook, C. F., and, White, C. M. (1937). Experiments with fluid friction in roughened pipes.Proc. Royal Society, Series A Math. & Phys. Sci., 161 (904), 367-381.
6. Darcy, H. (1857). Recherches experimentales relatives au movement de l'eaudans les tuyaux,Paris, France.
7. Jain, A. K., Mohan, D. M., and, Khanna, P. (1978). Modified Hazen-Williams formula.J. Env. Eng. Div., ASCE, 104 (EE1), 137-146.
8. Kamand, F. Z. (1988). Hydraulic friction factors for pipe flow.J. Irrig. Drain. Eng. JIDEDH 0733-9437, 114 (2), 311-323.
9. Moody, L. F. (1944). Friction factors for pipe flow.Trans. Am. Soc. Mech. Engrs., 66, 671-684.
10. Nikuradse, J. (1933). Stroemungsgesetze in rauhen Rohren.Ver. Dtsch. Ing. Forsch., 361.
11. Prandtl, L. (1925). Bericht ber Untersuchungen zur ausgebildeten Turbulenz.Angew. Math. Mech., 5 (2), 136.
12. Reynolds, O. (1895). On the dynamical theory of incompressible viscous fluids and the determination of the criterion.Philosophical Transactions, Royal Society, Series A1, 186, 123.
13. Singh, V. P. (1996). Kinematic wave modeling in water resources: Surface water hydrology, Wiley, New York.
14. Swamee, P. K., and, Jain, A. K. (1976). Explicit equations for pipe-flow problems.J. Hydraul. Div., 102 (5), 657-664.
15. U.S. Bureau of Reclamation. (1965). Friction factors for large conduit flowing full.Engineering Monograph, No. 7, U.S. Dept. of Interior, Washington, D.C.
16. von Bernuth, R. D., and, Wilson, T. (1989). Friction factors for small diameter plastic pipes.J. Hydraul. Eng., 115 (2), 183-192.
17. Weisbach, J. (1845). Lehrsbuch der Ingeniur und Maschinenmechanik (Textbook of Engineering Mechanics), Brunswick, Germany.
18. Wesseling, J., and, Homma, F. (1967). Hydraulic resistance of drain pipes.Neth. J. Agric. Sci., 15, 183-197.
19. Williams, G. S., and, Hazen, A. (1933). Hydraulic tables, Wiley, New York.
20. Yen, B. (2002). Open channel flow resistance.J. Hydraul. Eng. JHEND8 0733-9429, 128 (1), 20-37.
21. Yoo, D. H., and, Singh, V. P. (2004). Explicit design of commercial pipes with no secondary losses.J. Irrig. Drain. Eng., 130 (5), 437-440.