rcfdtools R.HydroTools Discussions
Pinned Discussions
Discussions
-
You must be logged in to vote Diseño geométrico e hidráulico vertical de canales a superficie libre
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Parámetros generales para el diseño y modelación de cauces
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Referencias bibliográficas
documentationImprovements or additions to documentation -
You must be logged in to vote -
You must be logged in to vote Evaluación de taludes de referencia para diseño de sección a partir de secciones transversales de cauces naturales
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Evaluación y análisis de sinuosidad en cauces naturales
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Secciones transversales de referencia inicio y entrega para diseño hidráulico
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Estimación del radio de curvatura para el suavizado del valle en canales, Rc
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Perfil de terreno del valle, evaluación de estructuras de caída y análisis de corte vs. relleno
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Análisis de la pendiente de diseño en cauce y valle
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Registro y validación de hidrogramas obtenidos a partir de modelación hidrológica en HEC-HMS
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Gradación y rugosidad de diseño en canales
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Fa - Factor de atenuación de la precipitación máxima por área simultánea en una cuenca
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Diseño geométrico horizontal sinuoso de canales
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Diseño geométrico de pasos de vía en canales usando alcantarillas por área equivalente a descarga libre para modelos hidráulicos en HEC-RAS.
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Diseño hidráulico y geométrico de rápidas
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Estructura escalonada en sección rectangular a flujo rasante, método Iwao Ohtsu
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Diseño de estructura hidráulica de contracción y expansión a flujo subcrítico
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Diseño de estructura de caída sin contra-escalón en sección rectangular
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Diseño de estructura de caída con contra-escalón en sección rectangular
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Diques de protección o encausamiento usando RAS Mapper
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Curva de duración de caudal - FDC
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote Estimación de borde libre en canales - Freeboard
help wantedExtra attention is needed questionFurther information is requested -
You must be logged in to vote -
You must be logged in to vote
