Modeling of Spatial Lag in Bed-Load Transport Processes and Its Effect on Dune Morphology

被引:14
|
作者
van Duin, Olav J. M. [1 ,2 ]
Hulscher, S. J. M. H. [3 ]
Ribberink, J. S. [3 ]
Dohmen-Janssen, C. M. [3 ]
机构
[1] Deltares, Unit Inland Water Syst, Dept Operat Water Management, POB 177, NL-2600 MH Delft, Netherlands
[2] Univ Twente, Fac Engn Technol Water Engn & Management, Dept Civil Engn, POB 217, NL-7500 AE Enschede, Netherlands
[3] Univ Twente, Fac Engn Technol, Dept Civil Engn Water Engn & Management, POB 217, NL-7500 AE Enschede, Netherlands
关键词
River dunes; Bedforms; Sediment transport; Bed load; Pick-up and deposition; Dune regime; Upper-stage plane bed; SUBAQUEOUS DUNES; SAND WAVES; RIVER; INSTABILITY; ROUGHNESS; DYNAMICS; CHANNELS; MOTION; FORMS; FLOOD;
D O I
10.1061/(ASCE)HY.1943-7900.0001254
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In 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.
引用
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页数:12
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