Full-range pipe-flow equations

Journal of Hydraulic Research

Volumn 45, Issue 6, 2007, Pages 841-843

  Swamee, Prabhata K ^a   Swamee, Nimisha ^b  

^a INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

^b Unitech Limited   (India)

Author keywords

Darcy Weisbach equation; Discharge; Explicit equation; Pipe diameter; Pipe flow; Unified equation

Indexed keywords

COMPUTATIONAL METHODS; DISCHARGE (FLUID MECHANICS); LAMINAR FLOW; TRANSITION FLOW; TURBULENT FLOW;

DARCY-WEISBACH EQUATION; PIPE DIAMETER;

PIPE FLOW;

COMPUTATIONAL METHODS; DISCHARGE (FLUID MECHANICS); LAMINAR FLOW; PIPE FLOW; TRANSITION FLOW; TURBULENT FLOW;

DARCY LAW; DISCHARGE; HYDRAULICS; PIPE FLOW; TURBULENT FLOW;

EID: 37349108805     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2007.9521821     Document Type: Article

References (4)

1. CHUE, S.H. (1984). "A Pipe Skin Friction Law Of Universal Applicability". Proc. Inst. Civil Engineers, Part 2, 77, 43-48.
2. CHURCHILL, S.W. (1977). "Friction Factor Equation Spans All Fluid Flow Regimes". Chem. Engrg. 84(24), 91-92.
3. SWAMEE, P.K. (1993). "Design of a Submarine Oil Pipeline". J. Transp. Engrg., ASCE, 119(1), 159-170.
4. SWAMEE, P.K. and JAIN, A.K. (1976). "Explicit Equations for Pipe Flow Problems". J. Hydraul. Engrg., ASCE, 102(5), 657-664.