Modèle mathématique de la rivière Koksoak
It is the objective of the present study to determine the general behaviour of an estuary under the reduction of its freshwater discharge. A unidimensional mathematical model, using the finite differences method, has been set up for this purpose. Although this model is very simple and not costly, th...
Published in: | Canadian Journal of Civil Engineering |
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Language: | French |
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1980
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Online Access: | http://dx.doi.org/10.1139/l80-056 http://www.nrcresearchpress.com/doi/pdf/10.1139/l80-056 |
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crcansciencepubl:10.1139/l80-056 2023-12-17T10:33:01+01:00 Modèle mathématique de la rivière Koksoak Ouellet, Yvon Ropars, Yann 1980 http://dx.doi.org/10.1139/l80-056 http://www.nrcresearchpress.com/doi/pdf/10.1139/l80-056 fr fre Canadian Science Publishing http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining Canadian Journal of Civil Engineering volume 7, issue 3, page 477-491 ISSN 0315-1468 1208-6029 General Environmental Science Civil and Structural Engineering journal-article 1980 crcansciencepubl https://doi.org/10.1139/l80-056 2023-11-19T13:38:40Z It is the objective of the present study to determine the general behaviour of an estuary under the reduction of its freshwater discharge. A unidimensional mathematical model, using the finite differences method, has been set up for this purpose. Although this model is very simple and not costly, the output results are quite good. The influence of a reduction of the freshwater discharge upon the tide propagation and the salinity distribution within the estuary is studied. The Koksoak River (now called the Kuujjuaq), which flows into Ungava Bay, has served as model for the present work.One of the goals of the study was to verify if simple geometries, having linear and exponential variations along the river, could be used in the mathematical study of the Koksoak River. Although the present field data are not complete and precise enough to obtain satisfying results of the case under study, i.e., the Koksoak River, general trends are clearly put forward with respect to the comparison between the simulated canals and the river itself. Further field measurements are expected to improve results, which would then predict more accurately the behaviour of this estuary. Article in Journal/Newspaper Kuujjuaq Ungava Bay Canadian Science Publishing (via Crossref) Ungava Bay ENVELOPE(-67.489,-67.489,59.498,59.498) Kuujjuaq ENVELOPE(-68.398,-68.398,58.100,58.100) Koksoak River ENVELOPE(-68.165,-68.165,58.534,58.534) Canadian Journal of Civil Engineering 7 3 477 491 |
institution |
Open Polar |
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Canadian Science Publishing (via Crossref) |
op_collection_id |
crcansciencepubl |
language |
French |
topic |
General Environmental Science Civil and Structural Engineering |
spellingShingle |
General Environmental Science Civil and Structural Engineering Ouellet, Yvon Ropars, Yann Modèle mathématique de la rivière Koksoak |
topic_facet |
General Environmental Science Civil and Structural Engineering |
description |
It is the objective of the present study to determine the general behaviour of an estuary under the reduction of its freshwater discharge. A unidimensional mathematical model, using the finite differences method, has been set up for this purpose. Although this model is very simple and not costly, the output results are quite good. The influence of a reduction of the freshwater discharge upon the tide propagation and the salinity distribution within the estuary is studied. The Koksoak River (now called the Kuujjuaq), which flows into Ungava Bay, has served as model for the present work.One of the goals of the study was to verify if simple geometries, having linear and exponential variations along the river, could be used in the mathematical study of the Koksoak River. Although the present field data are not complete and precise enough to obtain satisfying results of the case under study, i.e., the Koksoak River, general trends are clearly put forward with respect to the comparison between the simulated canals and the river itself. Further field measurements are expected to improve results, which would then predict more accurately the behaviour of this estuary. |
format |
Article in Journal/Newspaper |
author |
Ouellet, Yvon Ropars, Yann |
author_facet |
Ouellet, Yvon Ropars, Yann |
author_sort |
Ouellet, Yvon |
title |
Modèle mathématique de la rivière Koksoak |
title_short |
Modèle mathématique de la rivière Koksoak |
title_full |
Modèle mathématique de la rivière Koksoak |
title_fullStr |
Modèle mathématique de la rivière Koksoak |
title_full_unstemmed |
Modèle mathématique de la rivière Koksoak |
title_sort |
modèle mathématique de la rivière koksoak |
publisher |
Canadian Science Publishing |
publishDate |
1980 |
url |
http://dx.doi.org/10.1139/l80-056 http://www.nrcresearchpress.com/doi/pdf/10.1139/l80-056 |
long_lat |
ENVELOPE(-67.489,-67.489,59.498,59.498) ENVELOPE(-68.398,-68.398,58.100,58.100) ENVELOPE(-68.165,-68.165,58.534,58.534) |
geographic |
Ungava Bay Kuujjuaq Koksoak River |
geographic_facet |
Ungava Bay Kuujjuaq Koksoak River |
genre |
Kuujjuaq Ungava Bay |
genre_facet |
Kuujjuaq Ungava Bay |
op_source |
Canadian Journal of Civil Engineering volume 7, issue 3, page 477-491 ISSN 0315-1468 1208-6029 |
op_rights |
http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining |
op_doi |
https://doi.org/10.1139/l80-056 |
container_title |
Canadian Journal of Civil Engineering |
container_volume |
7 |
container_issue |
3 |
container_start_page |
477 |
op_container_end_page |
491 |
_version_ |
1785586881056997376 |