Modelling sand/mud transport and morphodynamics in the Seine river mouth (France) : an attempt using a process-based approach
Identifieur interne : 000151 ( PascalFrancis/Corpus ); précédent : 000150; suivant : 000152Modelling sand/mud transport and morphodynamics in the Seine river mouth (France) : an attempt using a process-based approach
Auteurs : B. Waeles ; P. Le Hir ; P. Lesueur ; N. DelsinneSource :
- Hydrobiologia : (The Hague) [ 0018-8158 ] ; 2007.
Descripteurs français
- Pascal (Inist)
English descriptors
- KwdEn :
Abstract
The mouth of the Seine River estuary (France) has undergone marked morphological evolution over several decades mainly due to engineering works aimed at improving access to Rouen and Le Havre harbours. The intertidal areas are decreasing in size and the lower estuary is accumulating sediment and prograding. In order to understand and better describe the major morphological behaviours of the estuary, a morphodynamic numerical model was developed within the Seine-Aval program. At the end of the 1st part of the research program, a validated fine sediment transport model (3D) was available (Le Hir et al., 2001b). As the present morphological study addresses medium-term issues (a few decades), and because of the need to investigate impacts of local structures or events, we chose to use the so-called "process-based approach" starting from the existing model. First, the existing model was upgraded to account for (suspended) sand transport, and to achieve coupling between morphological changes and sediment transport. Erodability of the sediment accounts for the respective proportions of mud and sand. Simulations starting from an arbitrary surficial sediment cover show that the model is able to reproduce realistic sediment patterns. For example, it is able to change the sediment nature on the intertidal flat near Le Havre from sand to mud. Observed structures of suspended sediment are also reproduced: fine particles mainly follow the turbidity maximum whereas significant concentrations of sand grains in suspension are found where the hydrodynamic stresses are intense. Concerning morphodynamics, simulations with real forcing over one year are discussed. The effect of waves on the bathymetric evolution of the mouth is shown and the sensitivity of morphodynamics to the coupling procedure is tested.
Notice en format standard (ISO 2709)
Pour connaître la documentation sur le format Inist Standard.
pA |
|
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
pR |
|
Format Inist (serveur)
NO : | PASCAL 07-0428936 INIST |
---|---|
ET : | Modelling sand/mud transport and morphodynamics in the Seine river mouth (France) : an attempt using a process-based approach |
AU : | WAELES (B.); LE HIR (P.); LESUEUR (P.); DELSINNE (N.); LAFITE (Robert); GARNIER (Josette); DE JONGE (Victor N.) |
AF : | IFREMER laboratoire, DYNECO/PHYSED Centre de Brest, BP 70/Plouzane 29280/France (1 aut., 2 aut.); Laboratoire de Morphodynamique Continentale et Côtière, Université de Caen/Caen/France (1 aut., 3 aut., 4 aut.); UMR 6143 M2C CNRS, UFR Sciences et techniques, université de Rouen/76821 Mont-Saint-Aignan/France (1 aut.); UMR Sisyphe 7619-CNRS & UPMC, Boîte 105, Tour 56, Etage 4, couloir 46/56, 4 place Jussieu/75005 Paris/France (2 aut.); Department of Marine Biology, University of Groningen, P.O. Box 14/9750 AA Haren/Pays-Bas (3 aut.) |
DT : | Publication en série; Congrès; Niveau analytique |
SO : | Hydrobiologia : (The Hague); ISSN 0018-8158; Coden HYDRB8; Pays-Bas; Da. 2007; Vol. 588; Pp. 69-82; Bibl. 1 p. |
LA : | Anglais |
EA : | The mouth of the Seine River estuary (France) has undergone marked morphological evolution over several decades mainly due to engineering works aimed at improving access to Rouen and Le Havre harbours. The intertidal areas are decreasing in size and the lower estuary is accumulating sediment and prograding. In order to understand and better describe the major morphological behaviours of the estuary, a morphodynamic numerical model was developed within the Seine-Aval program. At the end of the 1st part of the research program, a validated fine sediment transport model (3D) was available (Le Hir et al., 2001b). As the present morphological study addresses medium-term issues (a few decades), and because of the need to investigate impacts of local structures or events, we chose to use the so-called "process-based approach" starting from the existing model. First, the existing model was upgraded to account for (suspended) sand transport, and to achieve coupling between morphological changes and sediment transport. Erodability of the sediment accounts for the respective proportions of mud and sand. Simulations starting from an arbitrary surficial sediment cover show that the model is able to reproduce realistic sediment patterns. For example, it is able to change the sediment nature on the intertidal flat near Le Havre from sand to mud. Observed structures of suspended sediment are also reproduced: fine particles mainly follow the turbidity maximum whereas significant concentrations of sand grains in suspension are found where the hydrodynamic stresses are intense. Concerning morphodynamics, simulations with real forcing over one year are discussed. The effect of waves on the bathymetric evolution of the mouth is shown and the sensitivity of morphodynamics to the coupling procedure is tested. |
CC : | 002A14B04A; 002A14A02 |
FD : | Modélisation; Sable; Vase; Boue; Transport; France; Sédiment; Hydrobiologie; Milieu aquatique; Rivière Seine |
FG : | Europe |
ED : | Modeling; Sand; Ooze; Mud; Transport; France; Sediments; Hydrobiology; Aquatic environment; Seine River |
EG : | Europe |
SD : | Modelización; Arena; Fango; Lodo; Transporte; Francia; Sedimento; Hidrobiología; Medio acuático; Río Sena |
LO : | INIST-5329.354000146648180060 |
ID : | 07-0428936 |
Links to Exploration step
Pascal:07-0428936Le document en format XML
<record><TEI><teiHeader><fileDesc><titleStmt><title xml:lang="en" level="a">Modelling sand/mud transport and morphodynamics in the Seine river mouth (France) : an attempt using a process-based approach</title>
<author><name sortKey="Waeles, B" sort="Waeles, B" uniqKey="Waeles B" first="B." last="Waeles">B. Waeles</name>
<affiliation><inist:fA14 i1="01"><s1>IFREMER laboratoire, DYNECO/PHYSED Centre de Brest, BP 70</s1>
<s2>Plouzane 29280</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</inist:fA14>
</affiliation>
<affiliation><inist:fA14 i1="02"><s1>Laboratoire de Morphodynamique Continentale et Côtière, Université de Caen</s1>
<s2>Caen</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Le Hir, P" sort="Le Hir, P" uniqKey="Le Hir P" first="P." last="Le Hir">P. Le Hir</name>
<affiliation><inist:fA14 i1="01"><s1>IFREMER laboratoire, DYNECO/PHYSED Centre de Brest, BP 70</s1>
<s2>Plouzane 29280</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Lesueur, P" sort="Lesueur, P" uniqKey="Lesueur P" first="P." last="Lesueur">P. Lesueur</name>
<affiliation><inist:fA14 i1="02"><s1>Laboratoire de Morphodynamique Continentale et Côtière, Université de Caen</s1>
<s2>Caen</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Delsinne, N" sort="Delsinne, N" uniqKey="Delsinne N" first="N." last="Delsinne">N. Delsinne</name>
<affiliation><inist:fA14 i1="02"><s1>Laboratoire de Morphodynamique Continentale et Côtière, Université de Caen</s1>
<s2>Caen</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
</titleStmt>
<publicationStmt><idno type="wicri:source">INIST</idno>
<idno type="inist">07-0428936</idno>
<date when="2007">2007</date>
<idno type="stanalyst">PASCAL 07-0428936 INIST</idno>
<idno type="RBID">Pascal:07-0428936</idno>
<idno type="wicri:Area/PascalFrancis/Corpus">000151</idno>
</publicationStmt>
<sourceDesc><biblStruct><analytic><title xml:lang="en" level="a">Modelling sand/mud transport and morphodynamics in the Seine river mouth (France) : an attempt using a process-based approach</title>
<author><name sortKey="Waeles, B" sort="Waeles, B" uniqKey="Waeles B" first="B." last="Waeles">B. Waeles</name>
<affiliation><inist:fA14 i1="01"><s1>IFREMER laboratoire, DYNECO/PHYSED Centre de Brest, BP 70</s1>
<s2>Plouzane 29280</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</inist:fA14>
</affiliation>
<affiliation><inist:fA14 i1="02"><s1>Laboratoire de Morphodynamique Continentale et Côtière, Université de Caen</s1>
<s2>Caen</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Le Hir, P" sort="Le Hir, P" uniqKey="Le Hir P" first="P." last="Le Hir">P. Le Hir</name>
<affiliation><inist:fA14 i1="01"><s1>IFREMER laboratoire, DYNECO/PHYSED Centre de Brest, BP 70</s1>
<s2>Plouzane 29280</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Lesueur, P" sort="Lesueur, P" uniqKey="Lesueur P" first="P." last="Lesueur">P. Lesueur</name>
<affiliation><inist:fA14 i1="02"><s1>Laboratoire de Morphodynamique Continentale et Côtière, Université de Caen</s1>
<s2>Caen</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Delsinne, N" sort="Delsinne, N" uniqKey="Delsinne N" first="N." last="Delsinne">N. Delsinne</name>
<affiliation><inist:fA14 i1="02"><s1>Laboratoire de Morphodynamique Continentale et Côtière, Université de Caen</s1>
<s2>Caen</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
</analytic>
<series><title level="j" type="main">Hydrobiologia : (The Hague)</title>
<title level="j" type="abbreviated">Hydrobiologia : (Hague)</title>
<idno type="ISSN">0018-8158</idno>
<imprint><date when="2007">2007</date>
</imprint>
</series>
</biblStruct>
</sourceDesc>
<seriesStmt><title level="j" type="main">Hydrobiologia : (The Hague)</title>
<title level="j" type="abbreviated">Hydrobiologia : (Hague)</title>
<idno type="ISSN">0018-8158</idno>
</seriesStmt>
</fileDesc>
<profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Aquatic environment</term>
<term>France</term>
<term>Hydrobiology</term>
<term>Modeling</term>
<term>Mud</term>
<term>Ooze</term>
<term>Sand</term>
<term>Sediments</term>
<term>Seine River</term>
<term>Transport</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Modélisation</term>
<term>Sable</term>
<term>Vase</term>
<term>Boue</term>
<term>Transport</term>
<term>France</term>
<term>Sédiment</term>
<term>Hydrobiologie</term>
<term>Milieu aquatique</term>
<term>Rivière Seine</term>
</keywords>
</textClass>
</profileDesc>
</teiHeader>
<front><div type="abstract" xml:lang="en">The mouth of the Seine River estuary (France) has undergone marked morphological evolution over several decades mainly due to engineering works aimed at improving access to Rouen and Le Havre harbours. The intertidal areas are decreasing in size and the lower estuary is accumulating sediment and prograding. In order to understand and better describe the major morphological behaviours of the estuary, a morphodynamic numerical model was developed within the Seine-Aval program. At the end of the 1st part of the research program, a validated fine sediment transport model (3D) was available (Le Hir et al., 2001b). As the present morphological study addresses medium-term issues (a few decades), and because of the need to investigate impacts of local structures or events, we chose to use the so-called "process-based approach" starting from the existing model. First, the existing model was upgraded to account for (suspended) sand transport, and to achieve coupling between morphological changes and sediment transport. Erodability of the sediment accounts for the respective proportions of mud and sand. Simulations starting from an arbitrary surficial sediment cover show that the model is able to reproduce realistic sediment patterns. For example, it is able to change the sediment nature on the intertidal flat near Le Havre from sand to mud. Observed structures of suspended sediment are also reproduced: fine particles mainly follow the turbidity maximum whereas significant concentrations of sand grains in suspension are found where the hydrodynamic stresses are intense. Concerning morphodynamics, simulations with real forcing over one year are discussed. The effect of waves on the bathymetric evolution of the mouth is shown and the sensitivity of morphodynamics to the coupling procedure is tested.</div>
</front>
</TEI>
<inist><standard h6="B"><pA><fA01 i1="01" i2="1"><s0>0018-8158</s0>
</fA01>
<fA02 i1="01"><s0>HYDRB8</s0>
</fA02>
<fA03 i2="1"><s0>Hydrobiologia : (Hague)</s0>
</fA03>
<fA05><s2>588</s2>
</fA05>
<fA08 i1="01" i2="1" l="ENG"><s1>Modelling sand/mud transport and morphodynamics in the Seine river mouth (France) : an attempt using a process-based approach</s1>
</fA08>
<fA09 i1="01" i2="1" l="ENG"><s1>Consequences of estuarine management of hydrodynamics and ecological functioning</s1>
</fA09>
<fA11 i1="01" i2="1"><s1>WAELES (B.)</s1>
</fA11>
<fA11 i1="02" i2="1"><s1>LE HIR (P.)</s1>
</fA11>
<fA11 i1="03" i2="1"><s1>LESUEUR (P.)</s1>
</fA11>
<fA11 i1="04" i2="1"><s1>DELSINNE (N.)</s1>
</fA11>
<fA12 i1="01" i2="1"><s1>LAFITE (Robert)</s1>
<s9>ed.</s9>
</fA12>
<fA12 i1="02" i2="1"><s1>GARNIER (Josette)</s1>
<s9>ed.</s9>
</fA12>
<fA12 i1="03" i2="1"><s1>DE JONGE (Victor N.)</s1>
<s9>ed.</s9>
</fA12>
<fA14 i1="01"><s1>IFREMER laboratoire, DYNECO/PHYSED Centre de Brest, BP 70</s1>
<s2>Plouzane 29280</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</fA14>
<fA14 i1="02"><s1>Laboratoire de Morphodynamique Continentale et Côtière, Université de Caen</s1>
<s2>Caen</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</fA14>
<fA15 i1="01"><s1>UMR 6143 M2C CNRS, UFR Sciences et techniques, université de Rouen</s1>
<s2>76821 Mont-Saint-Aignan</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
</fA15>
<fA15 i1="02"><s1>UMR Sisyphe 7619-CNRS & UPMC, Boîte 105, Tour 56, Etage 4, couloir 46/56, 4 place Jussieu</s1>
<s2>75005 Paris</s2>
<s3>FRA</s3>
<sZ>2 aut.</sZ>
</fA15>
<fA15 i1="03"><s1>Department of Marine Biology, University of Groningen, P.O. Box 14</s1>
<s2>9750 AA Haren</s2>
<s3>NLD</s3>
<sZ>3 aut.</sZ>
</fA15>
<fA18 i1="01" i2="1"><s1>Seine-Aval program</s1>
<s3>FRA</s3>
<s9>org-cong.</s9>
</fA18>
<fA18 i1="02" i2="1"><s1>Estuarine Coastal and Science Association</s1>
<s3>INT</s3>
<s9>org-cong.</s9>
</fA18>
<fA20><s1>69-82</s1>
</fA20>
<fA21><s1>2007</s1>
</fA21>
<fA23 i1="01"><s0>ENG</s0>
</fA23>
<fA43 i1="01"><s1>INIST</s1>
<s2>5329</s2>
<s5>354000146648180060</s5>
</fA43>
<fA44><s0>0000</s0>
<s1>© 2007 INIST-CNRS. All rights reserved.</s1>
</fA44>
<fA45><s0>1 p.</s0>
</fA45>
<fA47 i1="01" i2="1"><s0>07-0428936</s0>
</fA47>
<fA60><s1>P</s1>
<s2>C</s2>
</fA60>
<fA61><s0>A</s0>
</fA61>
<fA64 i1="01" i2="1"><s0>Hydrobiologia : (The Hague)</s0>
</fA64>
<fA66 i1="01"><s0>NLD</s0>
</fA66>
<fC01 i1="01" l="ENG"><s0>The mouth of the Seine River estuary (France) has undergone marked morphological evolution over several decades mainly due to engineering works aimed at improving access to Rouen and Le Havre harbours. The intertidal areas are decreasing in size and the lower estuary is accumulating sediment and prograding. In order to understand and better describe the major morphological behaviours of the estuary, a morphodynamic numerical model was developed within the Seine-Aval program. At the end of the 1st part of the research program, a validated fine sediment transport model (3D) was available (Le Hir et al., 2001b). As the present morphological study addresses medium-term issues (a few decades), and because of the need to investigate impacts of local structures or events, we chose to use the so-called "process-based approach" starting from the existing model. First, the existing model was upgraded to account for (suspended) sand transport, and to achieve coupling between morphological changes and sediment transport. Erodability of the sediment accounts for the respective proportions of mud and sand. Simulations starting from an arbitrary surficial sediment cover show that the model is able to reproduce realistic sediment patterns. For example, it is able to change the sediment nature on the intertidal flat near Le Havre from sand to mud. Observed structures of suspended sediment are also reproduced: fine particles mainly follow the turbidity maximum whereas significant concentrations of sand grains in suspension are found where the hydrodynamic stresses are intense. Concerning morphodynamics, simulations with real forcing over one year are discussed. The effect of waves on the bathymetric evolution of the mouth is shown and the sensitivity of morphodynamics to the coupling procedure is tested.</s0>
</fC01>
<fC02 i1="01" i2="X"><s0>002A14B04A</s0>
</fC02>
<fC02 i1="02" i2="X"><s0>002A14A02</s0>
</fC02>
<fC03 i1="01" i2="X" l="FRE"><s0>Modélisation</s0>
<s5>01</s5>
</fC03>
<fC03 i1="01" i2="X" l="ENG"><s0>Modeling</s0>
<s5>01</s5>
</fC03>
<fC03 i1="01" i2="X" l="SPA"><s0>Modelización</s0>
<s5>01</s5>
</fC03>
<fC03 i1="02" i2="X" l="FRE"><s0>Sable</s0>
<s5>02</s5>
</fC03>
<fC03 i1="02" i2="X" l="ENG"><s0>Sand</s0>
<s5>02</s5>
</fC03>
<fC03 i1="02" i2="X" l="SPA"><s0>Arena</s0>
<s5>02</s5>
</fC03>
<fC03 i1="03" i2="X" l="FRE"><s0>Vase</s0>
<s5>03</s5>
</fC03>
<fC03 i1="03" i2="X" l="ENG"><s0>Ooze</s0>
<s5>03</s5>
</fC03>
<fC03 i1="03" i2="X" l="SPA"><s0>Fango</s0>
<s5>03</s5>
</fC03>
<fC03 i1="04" i2="X" l="FRE"><s0>Boue</s0>
<s5>04</s5>
</fC03>
<fC03 i1="04" i2="X" l="ENG"><s0>Mud</s0>
<s5>04</s5>
</fC03>
<fC03 i1="04" i2="X" l="SPA"><s0>Lodo</s0>
<s5>04</s5>
</fC03>
<fC03 i1="05" i2="X" l="FRE"><s0>Transport</s0>
<s5>05</s5>
</fC03>
<fC03 i1="05" i2="X" l="ENG"><s0>Transport</s0>
<s5>05</s5>
</fC03>
<fC03 i1="05" i2="X" l="SPA"><s0>Transporte</s0>
<s5>05</s5>
</fC03>
<fC03 i1="06" i2="X" l="FRE"><s0>France</s0>
<s2>NG</s2>
<s5>06</s5>
</fC03>
<fC03 i1="06" i2="X" l="ENG"><s0>France</s0>
<s2>NG</s2>
<s5>06</s5>
</fC03>
<fC03 i1="06" i2="X" l="SPA"><s0>Francia</s0>
<s2>NG</s2>
<s5>06</s5>
</fC03>
<fC03 i1="07" i2="X" l="FRE"><s0>Sédiment</s0>
<s5>07</s5>
</fC03>
<fC03 i1="07" i2="X" l="ENG"><s0>Sediments</s0>
<s5>07</s5>
</fC03>
<fC03 i1="07" i2="X" l="SPA"><s0>Sedimento</s0>
<s5>07</s5>
</fC03>
<fC03 i1="08" i2="X" l="FRE"><s0>Hydrobiologie</s0>
<s5>08</s5>
</fC03>
<fC03 i1="08" i2="X" l="ENG"><s0>Hydrobiology</s0>
<s5>08</s5>
</fC03>
<fC03 i1="08" i2="X" l="SPA"><s0>Hidrobiología</s0>
<s5>08</s5>
</fC03>
<fC03 i1="09" i2="X" l="FRE"><s0>Milieu aquatique</s0>
<s5>09</s5>
</fC03>
<fC03 i1="09" i2="X" l="ENG"><s0>Aquatic environment</s0>
<s5>09</s5>
</fC03>
<fC03 i1="09" i2="X" l="SPA"><s0>Medio acuático</s0>
<s5>09</s5>
</fC03>
<fC03 i1="10" i2="X" l="FRE"><s0>Rivière Seine</s0>
<s4>CD</s4>
<s5>96</s5>
</fC03>
<fC03 i1="10" i2="X" l="ENG"><s0>Seine River</s0>
<s4>CD</s4>
<s5>96</s5>
</fC03>
<fC03 i1="10" i2="X" l="SPA"><s0>Río Sena</s0>
<s4>CD</s4>
<s5>96</s5>
</fC03>
<fC07 i1="01" i2="X" l="FRE"><s0>Europe</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="01" i2="X" l="ENG"><s0>Europe</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="01" i2="X" l="SPA"><s0>Europa</s0>
<s2>NG</s2>
</fC07>
<fN21><s1>281</s1>
</fN21>
<fN44 i1="01"><s1>OTO</s1>
</fN44>
<fN82><s1>OTO</s1>
</fN82>
</pA>
<pR><fA30 i1="01" i2="1" l="ENG"><s1>ECSA Symposium</s1>
<s2>38</s2>
<s3>Rouen FRA</s3>
<s4>2004-09-13</s4>
</fA30>
</pR>
</standard>
<server><NO>PASCAL 07-0428936 INIST</NO>
<ET>Modelling sand/mud transport and morphodynamics in the Seine river mouth (France) : an attempt using a process-based approach</ET>
<AU>WAELES (B.); LE HIR (P.); LESUEUR (P.); DELSINNE (N.); LAFITE (Robert); GARNIER (Josette); DE JONGE (Victor N.)</AU>
<AF>IFREMER laboratoire, DYNECO/PHYSED Centre de Brest, BP 70/Plouzane 29280/France (1 aut., 2 aut.); Laboratoire de Morphodynamique Continentale et Côtière, Université de Caen/Caen/France (1 aut., 3 aut., 4 aut.); UMR 6143 M2C CNRS, UFR Sciences et techniques, université de Rouen/76821 Mont-Saint-Aignan/France (1 aut.); UMR Sisyphe 7619-CNRS & UPMC, Boîte 105, Tour 56, Etage 4, couloir 46/56, 4 place Jussieu/75005 Paris/France (2 aut.); Department of Marine Biology, University of Groningen, P.O. Box 14/9750 AA Haren/Pays-Bas (3 aut.)</AF>
<DT>Publication en série; Congrès; Niveau analytique</DT>
<SO>Hydrobiologia : (The Hague); ISSN 0018-8158; Coden HYDRB8; Pays-Bas; Da. 2007; Vol. 588; Pp. 69-82; Bibl. 1 p.</SO>
<LA>Anglais</LA>
<EA>The mouth of the Seine River estuary (France) has undergone marked morphological evolution over several decades mainly due to engineering works aimed at improving access to Rouen and Le Havre harbours. The intertidal areas are decreasing in size and the lower estuary is accumulating sediment and prograding. In order to understand and better describe the major morphological behaviours of the estuary, a morphodynamic numerical model was developed within the Seine-Aval program. At the end of the 1st part of the research program, a validated fine sediment transport model (3D) was available (Le Hir et al., 2001b). As the present morphological study addresses medium-term issues (a few decades), and because of the need to investigate impacts of local structures or events, we chose to use the so-called "process-based approach" starting from the existing model. First, the existing model was upgraded to account for (suspended) sand transport, and to achieve coupling between morphological changes and sediment transport. Erodability of the sediment accounts for the respective proportions of mud and sand. Simulations starting from an arbitrary surficial sediment cover show that the model is able to reproduce realistic sediment patterns. For example, it is able to change the sediment nature on the intertidal flat near Le Havre from sand to mud. Observed structures of suspended sediment are also reproduced: fine particles mainly follow the turbidity maximum whereas significant concentrations of sand grains in suspension are found where the hydrodynamic stresses are intense. Concerning morphodynamics, simulations with real forcing over one year are discussed. The effect of waves on the bathymetric evolution of the mouth is shown and the sensitivity of morphodynamics to the coupling procedure is tested.</EA>
<CC>002A14B04A; 002A14A02</CC>
<FD>Modélisation; Sable; Vase; Boue; Transport; France; Sédiment; Hydrobiologie; Milieu aquatique; Rivière Seine</FD>
<FG>Europe</FG>
<ED>Modeling; Sand; Ooze; Mud; Transport; France; Sediments; Hydrobiology; Aquatic environment; Seine River</ED>
<EG>Europe</EG>
<SD>Modelización; Arena; Fango; Lodo; Transporte; Francia; Sedimento; Hidrobiología; Medio acuático; Río Sena</SD>
<LO>INIST-5329.354000146648180060</LO>
<ID>07-0428936</ID>
</server>
</inist>
</record>
Pour manipuler ce document sous Unix (Dilib)
EXPLOR_STEP=$WICRI_ROOT/Wicri/France/explor/LeHavreV1/Data/PascalFrancis/Corpus
HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 000151 | SxmlIndent | more
Ou
HfdSelect -h $EXPLOR_AREA/Data/PascalFrancis/Corpus/biblio.hfd -nk 000151 | SxmlIndent | more
Pour mettre un lien sur cette page dans le réseau Wicri
{{Explor lien |wiki= Wicri/France |area= LeHavreV1 |flux= PascalFrancis |étape= Corpus |type= RBID |clé= Pascal:07-0428936 |texte= Modelling sand/mud transport and morphodynamics in the Seine river mouth (France) : an attempt using a process-based approach }}
This area was generated with Dilib version V0.6.25. |