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...
Main Authors: | Barbara Zanchi, Matteo Zucchi, Alessio Radice |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2019-01-01
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Series: | Hydrology |
Subjects: | |
Online Access: | http://www.mdpi.com/2306-5338/6/1/9 |
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