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ANÁLISIS COMPARATIVO DE ESQUEMAS NUMÉRICOS APLICADOS AL CASO DE LA ROTURA DE PRESA
Traditional numerical schemes are frequently used in computing hydrodynamic models for simple problems. In general, the numerical results converge to the solution without significant errors. The particular case of a dam ...
HIPÓTESIS EN MODELOS DE TRANSPORTE DE SEDIMENTO: EL PROBLEMA DE RIEMANN
Sediment transport models in shallow water are typically assembled by the depth averaged Navier-Stokes and sediment conservation equations. Most of the published models assume hypothesis and simplifications during their ...
PERFILES NO HIDROSTÁTICOS DE LÁMINA DE AGUA EN CANALES COMPUESTOS: UN MÉTODO NUMÉRICO IMPLÍCITO
Free surface profiles in natural streams show singular features near in-stream structures or in the vicinity of critical depth passing points. The computations of those profiles allow to hydraulicians to assess flow discharge ...
ANALYSIS OF UNDULAR FREE-SURFACE TRANSITIONAL FLOWS
Project engineering in water resources management specifically involves free surface flows in open channels systems. Typical channel control design includes the project of gates and weirs for both discharge measurement and ...