On the Relationship between Experimental and Numerical Modelling of Gravel-Bed Channel Aggradation

This communication explores the use of numerical modelling to simulate the hydro-morphologic response of a laboratory flume subject to sediment overloading. The numerical model calibration was performed by introducing a multiplicative factor in the Meyer–Peter and Müller transport formula...

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Principais autores:	Barbara Zanchi, Matteo Zucchi, Alessio Radice
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2019-01-01
coleção:	Hydrology
Assuntos:	channel overloading bed aggradation experiments numerical modelling boundary conditions flow regime transient flow
Acesso em linha:	http://www.mdpi.com/2306-5338/6/1/9
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