Patterns of Difference between Physical and 1-D Calibrated Effective Roughness Parameters in Mountain Rivers

Due to the presence of boulders and different morphologies, mountain rivers contain various resistance sources. To correctly simulate river flow using 1-D hydrodynamic models, an accurate estimation of the flow resistance is required. In this article, a comparison between the physical roughness para...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Sebastián Cedillo, Esteban Sánchez-Cordero, Luis Timbe, Esteban Samaniego, Andrés Alvarado
Formato:	article
Lenguaje:	EN
Publicado:	MDPI AG 2021
Materias:	effective roughness coefficient physical roughness parameter HEC-RAS mountain-rivers Representative Friction Slope Method bed roughness Hydraulic engineering TC1-978 Water supply for domestic and industrial purposes TD201-500
Acceso en línea:	https://doaj.org/article/c667e775b45f4b7f910f678d45b2654c
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

Sea el primero en dejar un comentario!

Patterns of Difference between Physical and 1-D Calibrated Effective Roughness Parameters in Mountain Rivers

Ejemplares similares