Lagrangian modeling of weakly nonlinear nonhydrostatic shallow water waves in open channels

Journal of Hydraulic Engineering

Volumn 135, Issue 11, 2009, Pages 926-934

  Devkota, Bishnu H ^a,b   Imberger, Jörg ^b  

^a Water Corporation Leederville   (Australia)

^b UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

Hydraulic models; Lagrangian functions; Open channels; Shallow water; Water waves

Indexed keywords

A-TRAIN; ANALYTICAL SOLUTIONS; BOUSSINESQ MODEL; FRACTIONAL STEP METHODS; GRID SIZE; HIGHER RESOLUTION; HYDROSTATIC MODEL; KORTEWEG-DE VRIES; LAGRANGIAN; LAGRANGIAN FUNCTIONS; LONG WAVES; MOVING GRID; NON-HYDROSTATIC PRESSURE; NONLINEAR INTERACTIONS; NONLINEAR STEEPENING; NUMERICAL DIFFUSION; NUMERICAL RESULTS; OPEN CHANNELS; PHASE-SHIFTING; PREDICTOR-CORRECTOR SCHEMES; RIVER MODEL; SECOND ORDERS; SECOND-ORDER SCHEME; SHALLOW WATER; SHALLOW WATER FLOW; SHALLOW WATER WAVES; SHORT WAVES; SOLITARY WAVE; STAGGERED GRID; THEORETICAL RESULT; UNDULAR BORE; WAVE DISPERSION; WAVE HEIGHTS; WAVE SPEED;

HYDRAULIC MODELS; HYDRAULIC STRUCTURES; HYDRODYNAMICS; OPEN CHANNEL FLOW; WATER WAVES; WAVES;

LAGRANGE MULTIPLIERS;

BOUSSINESQ EQUATION; LAGRANGIAN ANALYSIS; MODELING; OPEN CHANNEL FLOW; SHALLOW WATER; WATER WAVE;

EID: 70350378527     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2009)135:11(926)     Document Type: Article

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