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Journal of Hydraulic Engineering

Volumn 128, Issue 10, 2002, Pages 917-924

Applicability of quasi-steady and axisymmetric turbulence models in water hammer

(3) Ghidaoui, Mohamed S a,c Mansour, Sameh G S a,b Zhao, Ming a

a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY (Hong Kong)

b Delta Barrages (Egypt)

c ASCE ^* (Hong Kong)

Author keywords

Axisymmetry; Models; Turbulence; Unsteady flow; Water hammer

Indexed keywords

TURBULENCE MODELS; AXISYMMETRIC; AXISYMMETRIC TURBULENCE; AXISYMMETRY; DIMENSIONLESS PARAMETERS; EDDY VISCOSITY MODEL; MODELING RESULTS; TIME-SCALES; TWO-LAYER; WATER-HAMMER; WATER-HAMMER MODEL;

COMPUTER SIMULATION; DIFFUSION; PIPE; STEADY FLOW; VISCOSITY; WATER; WAVE PROPAGATION; SHEAR FLOW; TIME MEASUREMENT; WATER HAMMER;

TURBULENCE; TURBULENCE MODELS;

FLOW MODELING; PIPE FLOW; TURBULENCE; WATER HAMMER; WAVE PROPAGATION;

EID: 0036799845 PISSN: 07339429 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)0733-9429(2002)128:10(917) Document Type: Article

Times cited : (81)

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