SIMULATION OF FRESHWATER DISCHARGES FROM UNGAGED AREAS TO THE SEBASTIAN RIVER, FLORIDA
Identifieur interne : 000D73 ( Istex/Corpus ); précédent : 000D72; suivant : 000D74SIMULATION OF FRESHWATER DISCHARGES FROM UNGAGED AREAS TO THE SEBASTIAN RIVER, FLORIDA
Auteurs : M. J. Bergman ; L. J. DonnangeloSource :
- JAWRA Journal of the American Water Resources Association [ 1093-474X ] ; 2000-10.
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Abstract
ABSTRACT: Due to alterations in the natural drainage system over the past several decades and intensified agricultural practices, freshwater discharges to the Sebastian River, Florida, have increased substantially. As a result, salinity patterns in the Sebastian River and adjacent Indian River lagoon have been disrupted and the influx of nutrients has increased. Recently, the St. Johns River Water Management District has developed a 3‐D hydrodynamic and salinity model for the Sebastian River and adjacent Indian River to study the effects of freshwater inflows, and to set guidelines for management of future freshwater discharges. Freshwater inflows to the Sebastian River are part of the input data of the hydrodynamic model. Except for the downstream drainage areas, inflows are gaged, and the data were used for calibration of the hydrologic simulations. Collectively, the downstream ungaged areas constitute about 16 percent of the total drainage area. Because of the significant contribution to the total drainage area, reliable estimates of freshwater discharges from the ungaged areas to the Sebastian River are needed. This case study illustrates the development of a set of model parameters, reflecting the hydrologic and physiographic characteristics of the entire region. In this context region applies to the watersheds located in the coastal area along the Indian River from Titusville in the north to Vero Beach in the south. The parameter set was first tested on a number of gaged drainage basins in the region, and was then applied to the ungaged areas.
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DOI: 10.1111/j.1752-1688.2000.tb05715.x
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ISTEX:78A36764E34D25C2157D8BEF6F8D38E30287BF45Le document en format XML
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Bergman</name><affiliation><mods:affiliation>Respectively, Senior Professional Engineer and Engineer III, St. Johns River Water Management District, P.O. Box 1429, Palatka, Florida 32178–1429 (E‐Mail/Bergman: martinus_bergman@district.sjrwmd.state.fl.us).</mods:affiliation></affiliation></author><author><name sortKey="Donnangelo, L J" sort="Donnangelo, L J" uniqKey="Donnangelo L" first="L. J." last="Donnangelo">L. J. Donnangelo</name><affiliation><mods:affiliation>Respectively, Senior Professional Engineer and Engineer III, St. Johns River Water Management District, P.O. 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As a result, salinity patterns in the Sebastian River and adjacent Indian River lagoon have been disrupted and the influx of nutrients has increased. Recently, the St. Johns River Water Management District has developed a 3‐D hydrodynamic and salinity model for the Sebastian River and adjacent Indian River to study the effects of freshwater inflows, and to set guidelines for management of future freshwater discharges. Freshwater inflows to the Sebastian River are part of the input data of the hydrodynamic model. Except for the downstream drainage areas, inflows are gaged, and the data were used for calibration of the hydrologic simulations. Collectively, the downstream ungaged areas constitute about 16 percent of the total drainage area. Because of the significant contribution to the total drainage area, reliable estimates of freshwater discharges from the ungaged areas to the Sebastian River are needed. This case study illustrates the development of a set of model parameters, reflecting the hydrologic and physiographic characteristics of the entire region. In this context region applies to the watersheds located in the coastal area along the Indian River from Titusville in the north to Vero Beach in the south. The parameter set was first tested on a number of gaged drainage basins in the region, and was then applied to the ungaged areas.</div></front></TEI><istex><corpusName>wiley</corpusName><author><json:item><name>M. J. Bergman</name><affiliations><json:string>Respectively, Senior Professional Engineer and Engineer III, St. Johns River Water Management District, P.O. Box 1429, Palatka, Florida 32178–1429 (E‐Mail/Bergman: martinus_bergman@district.sjrwmd.state.fl.us).</json:string></affiliations></json:item><json:item><name>L. J. Donnangelo</name><affiliations><json:string>Respectively, Senior Professional Engineer and Engineer III, St. Johns River Water Management District, P.O. Box 1429, Palatka, Florida 32178–1429 (E‐Mail/Bergman: martinus_bergman@district.sjrwmd.state.fl.us).</json:string></affiliations></json:item></author><subject><json:item><lang><json:string>eng</json:string></lang><value>watershed modeling</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>hydrologic model</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>ungaged watershed</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>HSPF</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>Sebastian River</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>Florida</value></json:item></subject><articleId><json:string>JAWR1121</json:string></articleId><language><json:string>eng</json:string></language><originalGenre><json:string>article</json:string></originalGenre><abstract>ABSTRACT: Due to alterations in the natural drainage system over the past several decades and intensified agricultural practices, freshwater discharges to the Sebastian River, Florida, have increased substantially. As a result, salinity patterns in the Sebastian River and adjacent Indian River lagoon have been disrupted and the influx of nutrients has increased. Recently, the St. Johns River Water Management District has developed a 3‐D hydrodynamic and salinity model for the Sebastian River and adjacent Indian River to study the effects of freshwater inflows, and to set guidelines for management of future freshwater discharges. Freshwater inflows to the Sebastian River are part of the input data of the hydrodynamic model. Except for the downstream drainage areas, inflows are gaged, and the data were used for calibration of the hydrologic simulations. Collectively, the downstream ungaged areas constitute about 16 percent of the total drainage area. Because of the significant contribution to the total drainage area, reliable estimates of freshwater discharges from the ungaged areas to the Sebastian River are needed. This case study illustrates the development of a set of model parameters, reflecting the hydrologic and physiographic characteristics of the entire region. In this context region applies to the watersheds located in the coastal area along the Indian River from Titusville in the north to Vero Beach in the south. 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J.</forename><surname>Bergman</surname></persName><affiliation>Respectively, Senior Professional Engineer and Engineer III, St. Johns River Water Management District, P.O. Box 1429, Palatka, Florida 32178–1429 (E‐Mail/Bergman: martinus_bergman@district.sjrwmd.state.fl.us).</affiliation></author><author xml:id="author-2"><persName><forename type="first">L. J.</forename><surname>Donnangelo</surname></persName><affiliation>Respectively, Senior Professional Engineer and Engineer III, St. Johns River Water Management District, P.O. 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This case study illustrates the development of a set of model parameters, reflecting the hydrologic and physiographic characteristics of the entire region. In this context region applies to the watersheds located in the coastal area along the Indian River from Titusville in the north to Vero Beach in the south. 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J.</givenNames><familyName>Bergman</familyName></personName></creator><creator creatorRole="author" xml:id="cr2" affiliationRef="#a1"><personName><givenNames>L. J.</givenNames><familyName>Donnangelo</familyName></personName></creator></creators><affiliationGroup><affiliation xml:id="a1" countryCode="US"><unparsedAffiliation> Respectively, Senior Professional Engineer and Engineer III, St. Johns River Water Management District, P.O. Box 1429, Palatka, Florida 32178–1429 (E‐Mail/Bergman: <email>martinus_bergman@district.sjrwmd.state.fl.us</email>).</unparsedAffiliation></affiliation></affiliationGroup><keywordGroup xml:lang="en"><keyword xml:id="k1">watershed modeling</keyword><keyword xml:id="k2">hydrologic model</keyword><keyword xml:id="k3">ungaged watershed</keyword><keyword xml:id="k4">HSPF</keyword><keyword xml:id="k5">Sebastian River</keyword><keyword xml:id="k6">Florida</keyword></keywordGroup><abstractGroup><abstract type="main" xml:lang="en"><p><b>ABSTRACT: </b> Due to alterations in the natural drainage system over the past several decades and intensified agricultural practices, freshwater discharges to the Sebastian River, Florida, have increased substantially. As a result, salinity patterns in the Sebastian River and adjacent Indian River lagoon have been disrupted and the influx of nutrients has increased. Recently, the St. Johns River Water Management District has developed a 3‐D hydrodynamic and salinity model for the Sebastian River and adjacent Indian River to study the effects of freshwater inflows, and to set guidelines for management of future freshwater discharges. Freshwater inflows to the Sebastian River are part of the input data of the hydrodynamic model. Except for the downstream drainage areas, inflows are gaged, and the data were used for calibration of the hydrologic simulations. Collectively, the downstream ungaged areas constitute about 16 percent of the total drainage area. Because of the significant contribution to the total drainage area, reliable estimates of freshwater discharges from the ungaged areas to the Sebastian River are needed. This case study illustrates the development of a set of model parameters, reflecting the hydrologic and physiographic characteristics of the entire region. In this context region applies to the watersheds located in the coastal area along the Indian River from Titusville in the north to Vero Beach in the south. The parameter set was first tested on a number of gaged drainage basins in the region, and was then applied to the ungaged areas.</p></abstract></abstractGroup></contentMeta><noteGroup><note xml:id="fn1"><label>1</label><p>Paper No. 99046 of the <i>Journal of the American Water Resources Association.</i><b>Discussions are open until June 1, 2001.</b></p></note></noteGroup></header></component></istex:document></istex:metadataXml><mods version="3.6"><titleInfo lang="en"><title>SIMULATION OF FRESHWATER DISCHARGES FROM UNGAGED AREAS TO THE SEBASTIAN RIVER, FLORIDA</title></titleInfo><titleInfo type="alternative" contentType="CDATA" lang="en"><title>SIMULATION OF FRESHWATER DISCHARGES FROM UNGAGED AREAS TO THE SEBASTIAN RIVER, FLORIDA1</title></titleInfo><name type="personal"><namePart type="given">M. J.</namePart><namePart type="family">Bergman</namePart><affiliation>Respectively, Senior Professional Engineer and Engineer III, St. Johns River Water Management District, P.O. Box 1429, Palatka, Florida 32178–1429 (E‐Mail/Bergman: martinus_bergman@district.sjrwmd.state.fl.us).</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="given">L. J.</namePart><namePart type="family">Donnangelo</namePart><affiliation>Respectively, Senior Professional Engineer and Engineer III, St. Johns River Water Management District, P.O. Box 1429, Palatka, Florida 32178–1429 (E‐Mail/Bergman: martinus_bergman@district.sjrwmd.state.fl.us).</affiliation><role><roleTerm type="text">author</roleTerm></role></name><typeOfResource>text</typeOfResource><genre type="article" displayLabel="article"></genre><originInfo><publisher>Blackwell Publishing Ltd</publisher><place><placeTerm type="text">Oxford, UK</placeTerm></place><dateIssued encoding="w3cdtf">2000-10</dateIssued><copyrightDate encoding="w3cdtf">2000</copyrightDate></originInfo><language><languageTerm type="code" authority="rfc3066">en</languageTerm><languageTerm type="code" authority="iso639-2b">eng</languageTerm></language><physicalDescription><internetMediaType>text/html</internetMediaType><extent unit="references">10</extent></physicalDescription><abstract>ABSTRACT: Due to alterations in the natural drainage system over the past several decades and intensified agricultural practices, freshwater discharges to the Sebastian River, Florida, have increased substantially. As a result, salinity patterns in the Sebastian River and adjacent Indian River lagoon have been disrupted and the influx of nutrients has increased. Recently, the St. Johns River Water Management District has developed a 3‐D hydrodynamic and salinity model for the Sebastian River and adjacent Indian River to study the effects of freshwater inflows, and to set guidelines for management of future freshwater discharges. Freshwater inflows to the Sebastian River are part of the input data of the hydrodynamic model. Except for the downstream drainage areas, inflows are gaged, and the data were used for calibration of the hydrologic simulations. Collectively, the downstream ungaged areas constitute about 16 percent of the total drainage area. Because of the significant contribution to the total drainage area, reliable estimates of freshwater discharges from the ungaged areas to the Sebastian River are needed. This case study illustrates the development of a set of model parameters, reflecting the hydrologic and physiographic characteristics of the entire region. In this context region applies to the watersheds located in the coastal area along the Indian River from Titusville in the north to Vero Beach in the south. The parameter set was first tested on a number of gaged drainage basins in the region, and was then applied to the ungaged areas.</abstract><note type="content">*Paper No. 99046 of the Journal of the American Water Resources Association.Discussions are open until June 1, 2001.</note><subject lang="en"><genre>keywords</genre><topic>watershed modeling</topic><topic>hydrologic model</topic><topic>ungaged watershed</topic><topic>HSPF</topic><topic>Sebastian River</topic><topic>Florida</topic></subject><relatedItem type="host"><titleInfo><title>JAWRA Journal of the American Water Resources Association</title></titleInfo><genre type="journal">journal</genre><identifier type="ISSN">1093-474X</identifier><identifier type="eISSN">1752-1688</identifier><identifier type="DOI">10.1111/(ISSN)1752-1688</identifier><identifier type="PublisherID">JAWR</identifier><part><date>2000</date><detail type="volume"><caption>vol.</caption><number>36</number></detail><detail type="issue"><caption>no.</caption><number>5</number></detail><extent unit="pages"><start>1121</start><end>1132</end><total>12</total></extent></part></relatedItem><identifier type="istex">78A36764E34D25C2157D8BEF6F8D38E30287BF45</identifier><identifier type="DOI">10.1111/j.1752-1688.2000.tb05715.x</identifier><identifier type="ArticleID">JAWR1121</identifier><recordInfo><recordContentSource>WILEY</recordContentSource><recordOrigin>Blackwell Publishing Ltd</recordOrigin></recordInfo></mods></metadata><serie></serie></istex></record>Pour manipuler ce document sous Unix (Dilib)
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