Explicit design of commercial pipes with no secondary losses

Journal of Irrigation and Drainage Engineering

Volumn 130, Issue 5, 2004, Pages 437-440

  Yoo, D H ^a   Singh, V P ^b  

^a Ajou University   (South Korea)

^b LOUISIANA STATE UNIVERSITY   (United States)

Author keywords

Friction factor; Pipe design; Pipe flow; Reynolds number; Roughness

Indexed keywords

FLOW OF FLUIDS; FRICTION; IRRIGATION; REYNOLDS NUMBER; STRUCTURAL DESIGN;

FRICTION FACTOR; POWER LAW;

PIPE;

DESIGN; FRICTION; PIPELINE; REYNOLDS NUMBER;

EID: 8644241677     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

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3. Nikuradse, J. (1933). "Stroemungsgesetze in rauhen Rohren," Ver. Dtsch Ing. Forsch, 361.
4. 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.
5. von Bermuth, R. D. and Wilson, T. (1989). "Friction factors for small diameter plastic pipes." J. Hydraul. Eng., 115(2), 183-192.
6. Wallingford, H. R., and Barr, D. I. H. (1998). Tables for the hydraulic design of pipes, sewers, and channels, 7th Ed., Thomas Telford, London.
7. Yoo, D. H. (1995). "Basic equations for explicit design of uniformly rough pipe." J. Kor. Soc. Water Resour., 28 (5), 175-189 (in Korean).