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

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...

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Bibliographic Details
Main Authors: Barbara Zanchi, Matteo Zucchi, Alessio Radice
Format: Article
Language:English
Published: MDPI AG 2019-01-01
Series:Hydrology
Subjects:
channel overloading
bed aggradation
experiments
numerical modelling
boundary conditions
flow regime
transient flow
Online Access:http://www.mdpi.com/2306-5338/6/1/9

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