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contributor authorOlav J. M. van Duin
contributor authorS. J. M. H. Hulscher
contributor authorJ. S. Ribberink
contributor authorC. M. Dohmen-Janssen
date accessioned2017-12-16T09:08:04Z
date available2017-12-16T09:08:04Z
date issued2017
identifier other%28ASCE%29HY.1943-7900.0001254.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239016
description abstractIn the present study, two bed-load transport models are introduced in an existing idealized dune model. These allow for the modeling of the spatial lag between the sediment transport rate and bed shear stress along dune surfaces. This lag is an important factor in determining transitions between bedform regimes. Results of the original dune model (using an equilibrium transport formula) are compared with (1) a new model version that directly models spatial lag with a relaxation equation and (2) a new model version including pick-up and deposition processes. Both bed-load models use mean particle step length as an important parameter, which is varied to assess which value is appropriate for the dune regime. Laboratory experiments are simulated with the model. This shows that the results are best with the pick-up and deposition model version, combined with a step length of 25 times the particle diameter. It is furthermore shown that in principle the model is also able to wash out fully grown dunes, by increasing the step length parameter.
publisherAmerican Society of Civil Engineers
titleModeling of Spatial Lag in Bed-Load Transport Processes and Its Effect on Dune Morphology
typeJournal Paper
journal volume143
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001254
treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 002
contenttypeFulltext


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