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2D Modelling of turbulant transport of cohesive sediments in shallow reservoirs

Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2006.

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Bibliographic Details
Main Author: De Villiers, J. W. L.
Other Authors: Basson, G. R.
Format: Thesis
Language:English
Published: Stellenbosch : University of Stellenbosch 2008
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access_status_str Open Access
author De Villiers, J. W. L.
author2 Basson, G. R.
author_browse Basson, G. R.
De Villiers, J. W. L.
author_facet Basson, G. R.
De Villiers, J. W. L.
author_sort De Villiers, J. W. L.
collection Thesis
dc_rights_str_mv University of Stellenbosch
description Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2006.
format Thesis
id oai:scholar.sun.ac.za:10019.1/2940
institution Stellenbosch University (South Africa)
language English
last_indexed 2026-06-10T12:46:35.680Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from SUNScholar — Stellenbosch University Repository
publishDate 2008
publishDateRange 2008
publishDateSort 2008
publisher Stellenbosch : University of Stellenbosch
publisherStr Stellenbosch : University of Stellenbosch
record_format dspace
source_str SUNScholar — Stellenbosch University Repository
spelling oai:scholar.sun.ac.za:10019.1/2940 2D Modelling of turbulant transport of cohesive sediments in shallow reservoirs De Villiers, J. W. L. Basson, G. R. University of Stellenbosch. Faculty of Engineering. Dept. of Civil Engineering. Reservoir sedimentation Sediment transport Theses -- Civil engineering Dissertations -- Civil engineering Civil engineering Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2006. Modelling of the transport of fine cohesive sediments, as found in most South African reservoirs, has not been well developed. This is because the transport processes that are involved are complex and the theories not as implicit as the traditional equilibrium transport theories for coarse non-cohesive sediment. Advection and dispersion are found to be the processes that best describe the transport of fine sediments in turbulent flow conditions. A two-dimensional modelling tool, MIKE 21C, which simulates reservoir hydrodynamics and cohesive sediment transport processes with an advection-dispersion model, was evaluated in this thesis. The creation of such a numerical model involves the setting up of a suitable curvilinear grid and requires data on the bathymetry, recorded inflows as well as water levels. It also requires sediment characteristic parameters and transport parameters. These parameters have to be specified by the user based on previous studies and field measurement data. MIKE 21C was applied to laboratory flume tests and reservoir case studies in the field in order to determine the effects that these parameters have on the sediment transport in a series of sensitivity studies. Ranges were determined within which these parameter values should fall. A procedure was also developed through which reservoir sedimentation models can be calibrated. Masters 2008-01-29T09:58:40Z 2010-06-01T09:02:04Z 2008-01-29T09:58:40Z 2010-06-01T09:02:04Z 2006-12 Thesis http://hdl.handle.net/10019.1/2940 en University of Stellenbosch 6677111 bytes application/pdf application/pdf Stellenbosch : University of Stellenbosch
spellingShingle Reservoir sedimentation
Sediment transport
Theses -- Civil engineering
Dissertations -- Civil engineering
Civil engineering
De Villiers, J. W. L.
2D Modelling of turbulant transport of cohesive sediments in shallow reservoirs
title 2D Modelling of turbulant transport of cohesive sediments in shallow reservoirs
title_full 2D Modelling of turbulant transport of cohesive sediments in shallow reservoirs
title_fullStr 2D Modelling of turbulant transport of cohesive sediments in shallow reservoirs
title_full_unstemmed 2D Modelling of turbulant transport of cohesive sediments in shallow reservoirs
title_short 2D Modelling of turbulant transport of cohesive sediments in shallow reservoirs
title_sort 2d modelling of turbulant transport of cohesive sediments in shallow reservoirs
topic Reservoir sedimentation
Sediment transport
Theses -- Civil engineering
Dissertations -- Civil engineering
Civil engineering
url http://hdl.handle.net/10019.1/2940
work_keys_str_mv AT devilliersjwl 2dmodellingofturbulanttransportofcohesivesedimentsinshallowreservoirs