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
Stato di pubblicazionePublished - 2010

All Science Journal Classification (ASJC) codes

  • Environmental Engineering
  • Civil and Structural Engineering

Cita questo

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title = "1-D numerical simulation of sediment transport in alluvial channel beds",
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",
author = "Donatella Termini",
year = "2010",
language = "English",
pages = "269--292",
journal = "European Journal of Environmental and Civil Engineering",
issn = "1964-8189",
publisher = "Taylor and Francis Ltd.",

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AU - Termini, Donatella

PY - 2010

Y1 - 2010

N2 - 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

AB - 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

UR - http://hdl.handle.net/10447/334731

M3 - Article

SP - 269

EP - 292

JO - European Journal of Environmental and Civil Engineering

JF - European Journal of Environmental and Civil Engineering

SN - 1964-8189

ER -