Analysis of Turbulent Hydraulic Jump over a Transitional Rough Bed of a Rectangular Channel: Universal Relations

Journal of Engineering Mechanics

Volumn 137, Issue 12, 2012, Pages 835-845

  Afzal, Noor ^a,b   Bushra, A ^c   Seena, Abu ^a  

^a Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

^b ALIGARH MUSLIM UNIVERSITY   (India)

^c UNIVERSITY OF NEBRASKA LINCOLN   (United States)

Author keywords

Closure model; Effective upstream Froude number; Hydraulic jump analysis; Rectangular channel; Turbulent flow; Universal jump relations for rough bed

Indexed keywords

ANALYTICAL SOLUTIONS; AXIAL VELOCITY; BED ROUGHNESS; CHANNEL BED; DYNAMICAL SIMILARITY; EDDY VISCOSITY MODEL; ENERGY CORRECTION; EXPERIMENTAL DATA; INNER LAYER; JUMP CONDITIONS; JUMP LENGTH; JUMP RELATIONS; MATCHING CONDITION; MOLECULAR VISCOSITY; MOMENTUM EQUATION; NO-SLIP BOUNDARY CONDITIONS; NORMAL STRESS; OUTER LAYER; RECTANGULAR CHANNEL; REYNOLDS; ROUGH BED; SEQUENT DEPTH RATIO; SUBCRITICAL FLOW; SUPERCRITICAL FLOW; TURBULENT PROCESS; WALL SHEAR STRESS;

DRAG; FROUDE NUMBER; KINETIC ENERGY; REYNOLDS EQUATION; ROLLERS (MACHINE COMPONENTS); TURBULENT FLOW; VISCOSITY;

HYDRAULIC JUMP;

AERATION; BED ROUGHNESS; DEPTH; FROUDE NUMBER; KINETIC ENERGY; REYNOLDS NUMBER; SHEAR STRESS; SUPERCRITICAL FLOW; TURBULENT FLOW; VISCOSITY;

EID: 84855959270     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EM.1943-7889.0000294     Document Type: Article

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