Discussion: “Curve Number Derivation for Watersheds Draining Two Headwater Streams in Lower Coastal Plain South Carolina, USA” by Thomas H. Epps, Daniel R. Hitchcock, Anand D. Jayakaran, Drake R. Loflin, Thomas M. Williams, and Devendra M. Amatya
Epps et al . (2013) derived Curve Number (CN) values for two forested headwater watersheds in the Lower Coastal Plain of South Carolina during the 2008‐2011 period from rainfall‐runoff data, resulting in 23 events for the Upper Debidue Creek (UDC) watershed and in 20 events for Watershed 80 (WS80)....
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| Veröffentlicht in: | Journal of the American Water Resources Association 2015-04, Vol.51 (2), p.573-578 |
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| container_title | Journal of the American Water Resources Association |
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| creator | D'Asaro, Francesco Grillone, Giovanni |
| description | Epps
et al
. (2013) derived Curve Number (CN) values for two forested headwater watersheds in the Lower Coastal Plain of South Carolina during the 2008‐2011 period from rainfall‐runoff data, resulting in 23 events for the Upper Debidue Creek (UDC) watershed and in 20 events for Watershed 80 (WS80). D'Asaro and Grillone analyzed the
P
, CN data of the UDC watershed finding an evident “complacent” behavior, characterized by a declining CN with increasing
P
but without approaching a stable value at large storms. In this case, the traditional runoff CN equation does not fit well with the rainfall‐runoff data that indicate a partial source area watershed behavior and are more aptly modeled by the equation introduced by D'Asaro and Grillone (2012), who introduced a
C
parameter in the well‐known runoff CN formula. The
C
value, that represents the source area (fraction of drainage area) of the basin that produces runoff with a fixed CN |
| doi_str_mv | 10.1111/jawr.12264 |
| format | Article |
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et al
. (2013) derived Curve Number (CN) values for two forested headwater watersheds in the Lower Coastal Plain of South Carolina during the 2008‐2011 period from rainfall‐runoff data, resulting in 23 events for the Upper Debidue Creek (UDC) watershed and in 20 events for Watershed 80 (WS80). D'Asaro and Grillone analyzed the
P
, CN data of the UDC watershed finding an evident “complacent” behavior, characterized by a declining CN with increasing
P
but without approaching a stable value at large storms. In this case, the traditional runoff CN equation does not fit well with the rainfall‐runoff data that indicate a partial source area watershed behavior and are more aptly modeled by the equation introduced by D'Asaro and Grillone (2012), who introduced a
C
parameter in the well‐known runoff CN formula. The
C
value, that represents the source area (fraction of drainage area) of the basin that produces runoff with a fixed CN < 100, is here considered to vary with the water table elevation (WTE), to which it is well correlated.</description><identifier>ISSN: 1093-474X</identifier><identifier>EISSN: 1752-1688</identifier><identifier>DOI: 10.1111/jawr.12264</identifier><language>eng</language><publisher>Middleburg: Blackwell Publishing Ltd</publisher><subject>Creeks & streams ; Groundwater ; Mathematical models ; Rain ; Runoff ; Watersheds</subject><ispartof>Journal of the American Water Resources Association, 2015-04, Vol.51 (2), p.573-578</ispartof><rights>Copyright Blackwell Publishing Ltd. Apr 2015</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c203t-2a50055083a2fd4653ea20318f1725d2d1dd24c09f825a1e5b83d6f887893c523</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>315,781,785,27925,27926</link.rule.ids></links><search><creatorcontrib>D'Asaro, Francesco</creatorcontrib><creatorcontrib>Grillone, Giovanni</creatorcontrib><title>Discussion: “Curve Number Derivation for Watersheds Draining Two Headwater Streams in Lower Coastal Plain South Carolina, USA” by Thomas H. Epps, Daniel R. Hitchcock, Anand D. Jayakaran, Drake R. Loflin, Thomas M. Williams, and Devendra M. Amatya</title><title>Journal of the American Water Resources Association</title><description>Epps
et al
. (2013) derived Curve Number (CN) values for two forested headwater watersheds in the Lower Coastal Plain of South Carolina during the 2008‐2011 period from rainfall‐runoff data, resulting in 23 events for the Upper Debidue Creek (UDC) watershed and in 20 events for Watershed 80 (WS80). D'Asaro and Grillone analyzed the
P
, CN data of the UDC watershed finding an evident “complacent” behavior, characterized by a declining CN with increasing
P
but without approaching a stable value at large storms. In this case, the traditional runoff CN equation does not fit well with the rainfall‐runoff data that indicate a partial source area watershed behavior and are more aptly modeled by the equation introduced by D'Asaro and Grillone (2012), who introduced a
C
parameter in the well‐known runoff CN formula. The
C
value, that represents the source area (fraction of drainage area) of the basin that produces runoff with a fixed CN < 100, is here considered to vary with the water table elevation (WTE), to which it is well correlated.</description><subject>Creeks & streams</subject><subject>Groundwater</subject><subject>Mathematical models</subject><subject>Rain</subject><subject>Runoff</subject><subject>Watersheds</subject><issn>1093-474X</issn><issn>1752-1688</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><recordid>eNotj01LAzEQhoMo2FYv_gVvQurMJJNkj1I_oeBFwVuImwR20W5Nuoj_3q31vcwL8zDDI8QFwhKnXPfhuyyRyOgjMUPLJNE4dzx1aJTUVr-dinmtPQAyOjUT89uutmOt3bA5Eyc5fNR0_j8X4vX-7mX1KNfPD0-rm7VsCdROUmAAZnAqUI7asEphWqDLaIkjRYyRdAtNdsQBE787FU12zrpGtUxqIS4Pd7dl-BpT3fl-GMtmeunRWLa2saAn6upAtWWotaTst6X7DOXHI_i9q9-7-j9X9Qte7kPX</recordid><startdate>20150401</startdate><enddate>20150401</enddate><creator>D'Asaro, Francesco</creator><creator>Grillone, Giovanni</creator><general>Blackwell Publishing Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7ST</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H97</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope></search><sort><creationdate>20150401</creationdate><title>Discussion</title><author>D'Asaro, Francesco ; Grillone, Giovanni</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c203t-2a50055083a2fd4653ea20318f1725d2d1dd24c09f825a1e5b83d6f887893c523</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Creeks & streams</topic><topic>Groundwater</topic><topic>Mathematical models</topic><topic>Rain</topic><topic>Runoff</topic><topic>Watersheds</topic><toplevel>online_resources</toplevel><creatorcontrib>D'Asaro, Francesco</creatorcontrib><creatorcontrib>Grillone, Giovanni</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><jtitle>Journal of the American Water Resources Association</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>D'Asaro, Francesco</au><au>Grillone, Giovanni</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Discussion: “Curve Number Derivation for Watersheds Draining Two Headwater Streams in Lower Coastal Plain South Carolina, USA” by Thomas H. Epps, Daniel R. Hitchcock, Anand D. Jayakaran, Drake R. Loflin, Thomas M. Williams, and Devendra M. Amatya</atitle><jtitle>Journal of the American Water Resources Association</jtitle><date>2015-04-01</date><risdate>2015</risdate><volume>51</volume><issue>2</issue><spage>573</spage><epage>578</epage><pages>573-578</pages><issn>1093-474X</issn><eissn>1752-1688</eissn><abstract>Epps
et al
. (2013) derived Curve Number (CN) values for two forested headwater watersheds in the Lower Coastal Plain of South Carolina during the 2008‐2011 period from rainfall‐runoff data, resulting in 23 events for the Upper Debidue Creek (UDC) watershed and in 20 events for Watershed 80 (WS80). D'Asaro and Grillone analyzed the
P
, CN data of the UDC watershed finding an evident “complacent” behavior, characterized by a declining CN with increasing
P
but without approaching a stable value at large storms. In this case, the traditional runoff CN equation does not fit well with the rainfall‐runoff data that indicate a partial source area watershed behavior and are more aptly modeled by the equation introduced by D'Asaro and Grillone (2012), who introduced a
C
parameter in the well‐known runoff CN formula. The
C
value, that represents the source area (fraction of drainage area) of the basin that produces runoff with a fixed CN < 100, is here considered to vary with the water table elevation (WTE), to which it is well correlated.</abstract><cop>Middleburg</cop><pub>Blackwell Publishing Ltd</pub><doi>10.1111/jawr.12264</doi><tpages>6</tpages></addata></record> |
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| ispartof | Journal of the American Water Resources Association, 2015-04, Vol.51 (2), p.573-578 |
| issn | 1093-474X 1752-1688 |
| language | eng |
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| source | Access via Wiley Online Library |
| subjects | Creeks & streams Groundwater Mathematical models Rain Runoff Watersheds |
| title | Discussion: “Curve Number Derivation for Watersheds Draining Two Headwater Streams in Lower Coastal Plain South Carolina, USA” by Thomas H. Epps, Daniel R. Hitchcock, Anand D. Jayakaran, Drake R. Loflin, Thomas M. Williams, and Devendra M. Amatya |
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