Sediment transport modelling in a distributed physically based hydrological catchment model

Bedload sediment transport and erosion processes in channels are important components of water induced natural hazards in alpine environments. A raster based distributed hydrological model, TOPKAPI, has been further developed to support continuous simulations of river bed erosion and deposition proc...

Full description

Bibliographic Details
Main Authors: M. Konz, M. Chiari, S. Rimkus, J. M. Turowski, P. Molnar, D. Rickenmann, P. Burlando
Format: Article
Language:English
Published: Copernicus Publications 2011-09-01
Series:Hydrology and Earth System Sciences
Online Access:http://www.hydrol-earth-syst-sci.net/15/2821/2011/hess-15-2821-2011.pdf
id doaj-8bf1965446024992877ed21314e10eb9
record_format Article
spelling doaj-8bf1965446024992877ed21314e10eb92020-11-25T01:35:10ZengCopernicus PublicationsHydrology and Earth System Sciences1027-56061607-79382011-09-011592821283710.5194/hess-15-2821-2011Sediment transport modelling in a distributed physically based hydrological catchment modelM. KonzM. ChiariS. RimkusJ. M. TurowskiP. MolnarD. RickenmannP. BurlandoBedload sediment transport and erosion processes in channels are important components of water induced natural hazards in alpine environments. A raster based distributed hydrological model, TOPKAPI, has been further developed to support continuous simulations of river bed erosion and deposition processes. The hydrological model simulates all relevant components of the water cycle and non-linear reservoir methods are applied for water fluxes in the soil, on the ground surface and in the channel. The sediment transport simulations are performed on a sub-grid level, which allows for a better discretization of the channel geometry, whereas water fluxes are calculated on the grid level in order to be CPU efficient. Several transport equations as well as the effects of an armour layer on the transport threshold discharge are considered. Flow resistance due to macro roughness is also considered. The advantage of this approach is the integrated simulation of the entire basin runoff response combined with hillslope-channel coupled erosion and transport simulation. The comparison with the modelling tool SETRAC demonstrates the reliability of the modelling concept. The devised technique is very fast and of comparable accuracy to the more specialised sediment transport model SETRAC.http://www.hydrol-earth-syst-sci.net/15/2821/2011/hess-15-2821-2011.pdf
collection DOAJ
language English
format Article
sources DOAJ
author M. Konz
M. Chiari
S. Rimkus
J. M. Turowski
P. Molnar
D. Rickenmann
P. Burlando
spellingShingle M. Konz
M. Chiari
S. Rimkus
J. M. Turowski
P. Molnar
D. Rickenmann
P. Burlando
Sediment transport modelling in a distributed physically based hydrological catchment model
Hydrology and Earth System Sciences
author_facet M. Konz
M. Chiari
S. Rimkus
J. M. Turowski
P. Molnar
D. Rickenmann
P. Burlando
author_sort M. Konz
title Sediment transport modelling in a distributed physically based hydrological catchment model
title_short Sediment transport modelling in a distributed physically based hydrological catchment model
title_full Sediment transport modelling in a distributed physically based hydrological catchment model
title_fullStr Sediment transport modelling in a distributed physically based hydrological catchment model
title_full_unstemmed Sediment transport modelling in a distributed physically based hydrological catchment model
title_sort sediment transport modelling in a distributed physically based hydrological catchment model
publisher Copernicus Publications
series Hydrology and Earth System Sciences
issn 1027-5606
1607-7938
publishDate 2011-09-01
description Bedload sediment transport and erosion processes in channels are important components of water induced natural hazards in alpine environments. A raster based distributed hydrological model, TOPKAPI, has been further developed to support continuous simulations of river bed erosion and deposition processes. The hydrological model simulates all relevant components of the water cycle and non-linear reservoir methods are applied for water fluxes in the soil, on the ground surface and in the channel. The sediment transport simulations are performed on a sub-grid level, which allows for a better discretization of the channel geometry, whereas water fluxes are calculated on the grid level in order to be CPU efficient. Several transport equations as well as the effects of an armour layer on the transport threshold discharge are considered. Flow resistance due to macro roughness is also considered. The advantage of this approach is the integrated simulation of the entire basin runoff response combined with hillslope-channel coupled erosion and transport simulation. The comparison with the modelling tool SETRAC demonstrates the reliability of the modelling concept. The devised technique is very fast and of comparable accuracy to the more specialised sediment transport model SETRAC.
url http://www.hydrol-earth-syst-sci.net/15/2821/2011/hess-15-2821-2011.pdf
work_keys_str_mv AT mkonz sedimenttransportmodellinginadistributedphysicallybasedhydrologicalcatchmentmodel
AT mchiari sedimenttransportmodellinginadistributedphysicallybasedhydrologicalcatchmentmodel
AT srimkus sedimenttransportmodellinginadistributedphysicallybasedhydrologicalcatchmentmodel
AT jmturowski sedimenttransportmodellinginadistributedphysicallybasedhydrologicalcatchmentmodel
AT pmolnar sedimenttransportmodellinginadistributedphysicallybasedhydrologicalcatchmentmodel
AT drickenmann sedimenttransportmodellinginadistributedphysicallybasedhydrologicalcatchmentmodel
AT pburlando sedimenttransportmodellinginadistributedphysicallybasedhydrologicalcatchmentmodel
_version_ 1725068103014940672