Loading…
Segmentation of a river using the Saint Venant equations
The Saint Venant equations are widely used for modelling river systems for scenario simulations, flow prediction, control design, etc. In order to represent a river using the Saint Venant equations, the river is usually divided into segments which are stretches where the river geometry and the frict...
Saved in:
Main Authors: | , , |
---|---|
Format: | Conference Proceeding |
Language: | English |
Subjects: | |
Online Access: | Request full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | |
---|---|
cites | |
container_end_page | 853 |
container_issue | |
container_start_page | 848 |
container_title | |
container_volume | |
creator | Foo, M Bedjaoui, N Weyer, E |
description | The Saint Venant equations are widely used for modelling river systems for scenario simulations, flow prediction, control design, etc. In order to represent a river using the Saint Venant equations, the river is usually divided into segments which are stretches where the river geometry and the friction are assumed constant. This lead to the question of how a river should be segmented, considering that the geometries of a river can vary considerably along a reach. In this paper, we present segmentation studies of rivers using the Saint Venant equations. Simulation studies show that a few segments are sufficient for representing the river with good accuracy. The findings are validated using operational data from the Broken and the Murray Rivers in Australia. The findings are useful as they justify the use of only a few segments which leads to relatively simple simulation models. |
doi_str_mv | 10.1109/CCA.2010.5611282 |
format | conference_proceeding |
fullrecord | <record><control><sourceid>ieee_CHZPO</sourceid><recordid>TN_cdi_ieee_primary_5611282</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><ieee_id>5611282</ieee_id><sourcerecordid>5611282</sourcerecordid><originalsourceid>FETCH-LOGICAL-i175t-ca8635e87be0d887dc88d72f3c045067dce5478a5153055a904b7f1940698fc83</originalsourceid><addsrcrecordid>eNpVkEtLAzEUheMLLLV7wU3-wNR7k9zkZlkGX1BwUXVb0pk7NWKnOjMV_PcW7cbVx8c5nMVR6hJhigjxuixnUwN7I49o2BypSQyMzjhH1lt3rEaGgi-sQTj5l5lwqkYITAXGaM7VpO_fAACjD8RhpHgh6420QxryttXbRifd5S_p9K7P7VoPr6IXKbeDfpE27SGfu99qf6HOmvTey-TAsXq-vXkq74v5491DOZsXGQMNRZXYWxIOK4GaOdQVcx1MYytwBH7vQi5wIiQLRCmCW4UGowMfuanYjtXV324WkeVHlzep-14efrA_Pz5Kiw</addsrcrecordid><sourcetype>Publisher</sourcetype><iscdi>true</iscdi><recordtype>conference_proceeding</recordtype></control><display><type>conference_proceeding</type><title>Segmentation of a river using the Saint Venant equations</title><source>IEEE Xplore All Conference Series</source><creator>Foo, M ; Bedjaoui, N ; Weyer, E</creator><creatorcontrib>Foo, M ; Bedjaoui, N ; Weyer, E</creatorcontrib><description>The Saint Venant equations are widely used for modelling river systems for scenario simulations, flow prediction, control design, etc. In order to represent a river using the Saint Venant equations, the river is usually divided into segments which are stretches where the river geometry and the friction are assumed constant. This lead to the question of how a river should be segmented, considering that the geometries of a river can vary considerably along a reach. In this paper, we present segmentation studies of rivers using the Saint Venant equations. Simulation studies show that a few segments are sufficient for representing the river with good accuracy. The findings are validated using operational data from the Broken and the Murray Rivers in Australia. The findings are useful as they justify the use of only a few segments which leads to relatively simple simulation models.</description><identifier>ISSN: 1085-1992</identifier><identifier>ISBN: 9781424453627</identifier><identifier>ISBN: 1424453623</identifier><identifier>EISSN: 2576-3210</identifier><identifier>EISBN: 9781424453634</identifier><identifier>EISBN: 1424453631</identifier><identifier>DOI: 10.1109/CCA.2010.5611282</identifier><language>eng</language><publisher>IEEE</publisher><subject>Accuracy ; Boundary conditions ; Equations ; Geometry ; Mathematical model ; Medical services ; Rivers</subject><ispartof>2010 IEEE International Conference on Control Applications, 2010, p.848-853</ispartof><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://ieeexplore.ieee.org/document/5611282$$EHTML$$P50$$Gieee$$H</linktohtml><link.rule.ids>309,310,780,784,789,790,2057,27924,54554,54919,54931</link.rule.ids><linktorsrc>$$Uhttps://ieeexplore.ieee.org/document/5611282$$EView_record_in_IEEE$$FView_record_in_$$GIEEE</linktorsrc></links><search><creatorcontrib>Foo, M</creatorcontrib><creatorcontrib>Bedjaoui, N</creatorcontrib><creatorcontrib>Weyer, E</creatorcontrib><title>Segmentation of a river using the Saint Venant equations</title><title>2010 IEEE International Conference on Control Applications</title><addtitle>CCA</addtitle><description>The Saint Venant equations are widely used for modelling river systems for scenario simulations, flow prediction, control design, etc. In order to represent a river using the Saint Venant equations, the river is usually divided into segments which are stretches where the river geometry and the friction are assumed constant. This lead to the question of how a river should be segmented, considering that the geometries of a river can vary considerably along a reach. In this paper, we present segmentation studies of rivers using the Saint Venant equations. Simulation studies show that a few segments are sufficient for representing the river with good accuracy. The findings are validated using operational data from the Broken and the Murray Rivers in Australia. The findings are useful as they justify the use of only a few segments which leads to relatively simple simulation models.</description><subject>Accuracy</subject><subject>Boundary conditions</subject><subject>Equations</subject><subject>Geometry</subject><subject>Mathematical model</subject><subject>Medical services</subject><subject>Rivers</subject><issn>1085-1992</issn><issn>2576-3210</issn><isbn>9781424453627</isbn><isbn>1424453623</isbn><isbn>9781424453634</isbn><isbn>1424453631</isbn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2010</creationdate><recordtype>conference_proceeding</recordtype><sourceid>6IE</sourceid><recordid>eNpVkEtLAzEUheMLLLV7wU3-wNR7k9zkZlkGX1BwUXVb0pk7NWKnOjMV_PcW7cbVx8c5nMVR6hJhigjxuixnUwN7I49o2BypSQyMzjhH1lt3rEaGgi-sQTj5l5lwqkYITAXGaM7VpO_fAACjD8RhpHgh6420QxryttXbRifd5S_p9K7P7VoPr6IXKbeDfpE27SGfu99qf6HOmvTey-TAsXq-vXkq74v5491DOZsXGQMNRZXYWxIOK4GaOdQVcx1MYytwBH7vQi5wIiQLRCmCW4UGowMfuanYjtXV324WkeVHlzep-14efrA_Pz5Kiw</recordid><startdate>201009</startdate><enddate>201009</enddate><creator>Foo, M</creator><creator>Bedjaoui, N</creator><creator>Weyer, E</creator><general>IEEE</general><scope>6IE</scope><scope>6IH</scope><scope>CBEJK</scope><scope>RIE</scope><scope>RIO</scope></search><sort><creationdate>201009</creationdate><title>Segmentation of a river using the Saint Venant equations</title><author>Foo, M ; Bedjaoui, N ; Weyer, E</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i175t-ca8635e87be0d887dc88d72f3c045067dce5478a5153055a904b7f1940698fc83</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Accuracy</topic><topic>Boundary conditions</topic><topic>Equations</topic><topic>Geometry</topic><topic>Mathematical model</topic><topic>Medical services</topic><topic>Rivers</topic><toplevel>online_resources</toplevel><creatorcontrib>Foo, M</creatorcontrib><creatorcontrib>Bedjaoui, N</creatorcontrib><creatorcontrib>Weyer, E</creatorcontrib><collection>IEEE Electronic Library (IEL) Conference Proceedings</collection><collection>IEEE Proceedings Order Plan (POP) 1998-present by volume</collection><collection>IEEE Xplore All Conference Proceedings</collection><collection>IEEE Electronic Library (IEL)</collection><collection>IEEE Proceedings Order Plans (POP) 1998-present</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Foo, M</au><au>Bedjaoui, N</au><au>Weyer, E</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Segmentation of a river using the Saint Venant equations</atitle><btitle>2010 IEEE International Conference on Control Applications</btitle><stitle>CCA</stitle><date>2010-09</date><risdate>2010</risdate><spage>848</spage><epage>853</epage><pages>848-853</pages><issn>1085-1992</issn><eissn>2576-3210</eissn><isbn>9781424453627</isbn><isbn>1424453623</isbn><eisbn>9781424453634</eisbn><eisbn>1424453631</eisbn><abstract>The Saint Venant equations are widely used for modelling river systems for scenario simulations, flow prediction, control design, etc. In order to represent a river using the Saint Venant equations, the river is usually divided into segments which are stretches where the river geometry and the friction are assumed constant. This lead to the question of how a river should be segmented, considering that the geometries of a river can vary considerably along a reach. In this paper, we present segmentation studies of rivers using the Saint Venant equations. Simulation studies show that a few segments are sufficient for representing the river with good accuracy. The findings are validated using operational data from the Broken and the Murray Rivers in Australia. The findings are useful as they justify the use of only a few segments which leads to relatively simple simulation models.</abstract><pub>IEEE</pub><doi>10.1109/CCA.2010.5611282</doi><tpages>6</tpages></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | ISSN: 1085-1992 |
ispartof | 2010 IEEE International Conference on Control Applications, 2010, p.848-853 |
issn | 1085-1992 2576-3210 |
language | eng |
recordid | cdi_ieee_primary_5611282 |
source | IEEE Xplore All Conference Series |
subjects | Accuracy Boundary conditions Equations Geometry Mathematical model Medical services Rivers |
title | Segmentation of a river using the Saint Venant equations |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-08T16%3A54%3A23IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-ieee_CHZPO&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=proceeding&rft.atitle=Segmentation%20of%20a%20river%20using%20the%20Saint%20Venant%20equations&rft.btitle=2010%20IEEE%20International%20Conference%20on%20Control%20Applications&rft.au=Foo,%20M&rft.date=2010-09&rft.spage=848&rft.epage=853&rft.pages=848-853&rft.issn=1085-1992&rft.eissn=2576-3210&rft.isbn=9781424453627&rft.isbn_list=1424453623&rft_id=info:doi/10.1109/CCA.2010.5611282&rft.eisbn=9781424453634&rft.eisbn_list=1424453631&rft_dat=%3Cieee_CHZPO%3E5611282%3C/ieee_CHZPO%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-i175t-ca8635e87be0d887dc88d72f3c045067dce5478a5153055a904b7f1940698fc83%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rft_ieee_id=5611282&rfr_iscdi=true |