Two-dimensional computational model to simulate suspended sediment transport and bed changes

Journal of Hydraulic Research/De Recherches Hydrauliques

Volumn 37, Issue 3, 1999, Pages 327-344

  García Martínez, Reinaldo ^a   Ivan Saavedra C ^a   De Power, Beatriz Febres ^a   Valera, Eduardo ^a   Villoria, Carlos ^b  

^a UNIVERSIDAD CENTRAL DE VENEZUELA   (Venezuela)

^b SA ^*

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ZONES; COMPUTER SIMULATION; DIFFERENTIAL EQUATIONS; EROSION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS;

HYDRODYNAMIC MODEL; TWO DIMENSIONAL FINITE ELEMENT MATHEMATICAL MODEL;

SEDIMENT TRANSPORT;

EID: 6544243442     PISSN: 00221686     EISSN: None     Source Type: None    
DOI: 10.1080/00221686.1999.9628251     Document Type: Article

References (8)

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2. GARCÍA R. and KAHAWITA R. Numerical solution of the Saint Venant equations by the MacCormack finite-difference scheme. Int. Journal for Num. Meth. in Fluids. May, 1986.
3. th International Conference of Computational Methods and Experimental Measurements. Canada. Jul. 1991. Computational Mechanics Publications. Southampton, 1991.
4. MACCORMACK, R. W. The effect of viscosity in hypervelocity impact cratering. AIAA paper 69-354, 1969
5. MURPHY, PETER J. Equilibrium boundary conditions for suspension. Journal of Hydraulics, ASCE H111, 1, 1985.
6. TSUJIMOTO, TETSURO and TATSUO YAMAMOTO. Sediment suspension affected by transition from bed-load motion into suspension. J. Hydroscience and Hyd. Eng. Vol. 6, No. 1, 1988.
7. SHIELDS, I.A. Application of similarity principles and turbulence research to bed-load movement. U.S. Soil Conserv. Serv. Coop. Lab. California Institute of Technology, Pasadena, California, 1936.
8. ZIENKIEWICZ, O.C. The finite element method. Fourth Ed. Vols. I and II. MacGraw Hill. London, 1991.