Simulación de flujos en canales abiertos con pendientes fuertes

Tarek M. Salaheldin; Jasmin Imran; M. Hanif Chaudhry

doi:10.4995/ia.2000.2854

Autores/as

Tarek M. Salaheldin Universidad de Carolina del Sur
Jasmin Imran Universidad de Carolina del Sur
M. Hanif Chaudhry Universidad de Carolina del Sur

DOI:

https://doi.org/10.4995/ia.2000.2854

Palabras clave:

Onda de choque, Bore, Ecuaciones determinantes, Características, Diferencias finitas, Elementos finitos, Volúmenes finitos, Aplicaciones, Zonas áridas, Zonas semiáridas, Procesos hidrológicos, Modelos matemáticos, Ciclo hidrológico

Resumen

En el presente artículo se discute la simulación de flujos en canales abiertos con frentes pronunciados. Los métodos existentes en la literatura para representar este tipo de flujos son el método de las características, el de diferencias finitas, el de elementos finitos y el de volúmenes finitos. Se enuncian las ecuaciones de movimiento para el flujo en canales, promediadas verticalmente (para aguas someras) y transversalmente, haciéndose una breve discusión de las técnicas numéricas. Así mismo, se indican las condiciones iniciales y de contorno necesarias para completar la construcción de los modelos. Finalmente las técnicas anteriores son aplicadas al análisis de algunos problemas de flujo frecuentes en este campo.

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Citas

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