1-D numerical simulation of sediment transport in alluvial channel beds

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Abstract

Quantitative estimate of sediment transport processes is important especially in river-control engineering and for water management projects. In this paper the sediment routing of a 1-D model is presented and applied to some study cases. The procedure simulates the variations of bed roughness conditions due to natural sorting and to generation and migration of bed forms. The suspended-load and the bed-load are treated separatel
Lingua originaleEnglish
pagine (da-a)269-292
Numero di pagine24
RivistaEuropean Journal of Environmental and Civil Engineering
Volume15
Stato di pubblicazionePublished - 2011

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All Science Journal Classification (ASJC) codes

  • Environmental Engineering
  • Civil and Structural Engineering

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