An accurate time integration method for simplified overland flow models

Advances in Water Resources

Volumn 31, Issue 1, 2008, Pages 173-180

  Gottardi, G ^a   Venutelli, M ^b  

^a UNIVERSITY OF BOLOGNA   (Italy)

^b UNIVERSITY OF PISA   (Italy)

Author keywords

Diffusion and kinematic wave models; Finite difference method; Overland flow; Stability and accuracy

Indexed keywords

DIFFUSION; FINITE DIFFERENCE METHOD; HYDRAULIC CONDUCTIVITY; INTEGRATION; MATHEMATICAL MODELS; ORDINARY DIFFERENTIAL EQUATIONS; TAYLOR SERIES; WAVE EQUATIONS;

DIFFUSION-WAVE MODEL; KINEMATIC-WAVE MODEL; OVERLAND FLOW; SAINT-VENANT EQUATION;

RUNOFF;

DIFFUSION; FINITE DIFFERENCE METHOD; HYDRAULIC CONDUCTIVITY; INTEGRATION; MATHEMATICAL MODELS; ORDINARY DIFFERENTIAL EQUATIONS; RUNOFF; TAYLOR SERIES; WAVE EQUATIONS;

FINITE DIFFERENCE METHOD; FLOW MODELING; NUMERICAL MODEL; OVERLAND FLOW;

EID: 36048989325     PISSN: 03091708     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advwatres.2007.08.004     Document Type: Article

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