<metadata><idinfo><citation><citeinfo><origin>Jones Edmunds and Associates</origin><pubdate>20160922</pubdate><geoform>raster digital data</geoform><pubinfo><pubplace>Gainesville, Fl</pubplace><publish>Jones Edmunds and Associates</publish></pubinfo></citeinfo></citation><descript><abstract>These raster files represent estimated depth of inundation based on modeled water surface elevations as determined for the Suwannee River at Branford, USGS gage 02320500 (AHPS gage bfdf1). This information is to be displayed on the National Weather Service's (NWS's) Advanced Hydrologic Prediction Service (AHPS) website.</abstract><purpose>This data set was developed by Jones Edmunds and Associates for the Florida Division of Emergency Management for use with the National Weather Service's (NWS) Advanced Hydrologic Prediction Service (AHPS) website.</purpose><langdata>English</langdata></descript><timeperd><timeinfo><sngdate><caldate>20160922</caldate></sngdate></timeinfo><current>publication date</current></timeperd><status><progress>Complete</progress><update>None planned</update></status><spdom><bounding><westbc>-116.310287</westbc><eastbc>-116.091116</eastbc><northbc>43.670998</northbc><southbc>43.537856</southbc></bounding></spdom><keywords><theme><themekey>Hydrological</themekey><themekey>inland waters</themekey><themekey>elevation</themekey></theme><theme><themekt>User</themekt><themekey>Hydrology</themekey><themekey>Hydrography</themekey><themekey>Modeling</themekey><themekey>River</themekey><themekey>Hydraulics</themekey><themekey>Flood</themekey><themekey>Inundation</themekey></theme><place><placekt>None</placekt><placekey>Florida</placekey><placekey>Branford</placekey></place></keywords><accconst>None</accconst><useconst>Users assume responsibility to determine the appropriate use of this data. Users should be aware of the limitations of this dataset if using for critical applications.</useconst><ptcontac><cntinfo><cntorgp><cntorg>Florida Division of Emergency Management</cntorg><cntper>Richard Butgereit</cntper></cntorgp><cntpos>Information Management Section Head</cntpos><cntaddr><addrtype>mailing and physical address</addrtype><address>2555 Shumard Oak Boulevard</address><city>Tallahassee</city><state>Florida</state><postal>32399-2100</postal><country>United States</country></cntaddr><cntvoice>850-413-9907 </cntvoice><cntemail>richard.butgereit@em.myflorida.com</cntemail><cntinst>http://www.floridadisaster.org/index.asp</cntinst></cntinfo></ptcontac><native>Microsoft Windows 7 Version 6.1 (Build 7601) Service Pack 1; Esri ArcGIS 10.3.1.4959</native><datacred>Jones Edmunds and Associates conducted the hydraulic analysis to produce the inundation maps using the Middle-Suwannee HEC-RAS model that was originally developed by the Suwannee River Water Management District. NWS and local stakeholders provided the QA\QC review of the inundation maps. Funding was received from The Florida Department of Emergency Management for this project. Comments or questions on data methods can be directed to Kelly Godsey at the National Weather Service Weather Forecast Office, Love Building, Florida State University, Tallahassee, Florida 32306-4509.</datacred></idinfo><dataqual><logic>These data are believed to be logically consistent, although not tested. Geometry appears topologically clean.</logic><complete>Spatial and attribute properties are believed to be complete, although attribute information has been simplified. Geometric thresholds from original data are preserved. No tests have been completed for exhaustiveness.</complete><posacc><horizpa><horizpar>As with any engineering analysis of this type, variation from the estimated inundation heights and inundation boundaries is possible. Details of the process used to produce this data can be found in project documentation available from the data contact person. Horizontal accuracy was tested by evaluating boundaries to best available topographic dataset.</horizpar></horizpa><vertacc><vertaccr>As with any engineering analysis of this type, variation from the estimated inundation heights and inundation boundaries is possible. Details of the process used to produce this data can be found in project documentation available from the data contact person. Vertical accuracy was tested by evaluating boundaries to best available topographic dataset.</vertaccr></vertacc></posacc><lineage><procstep><procdesc>A hydraulic model was developed for the Suwannee River at the Branford gage using HEC RAS 4.1. Sixteen different flow scenarios were modeled. Inundation areas and depth data for each scenario were created by evaluating modeled water elevations against LIDAR derived DEMs. The resulting inundation area polygons were edited to remove any flooding that was not hydraulically connected to the main riverine system. Errant polygons and gaps within polygons generated from inconsistencies and errors in the LIDAR data were absorbed into the surrounding inundation polygon.</procdesc><procsv>ESRI's ArcMap 10.3.1</procsv><procdate>20160922</procdate></procstep></lineage></dataqual><spdoinfo><direct>Vector</direct><rastinfo><rasttype>Grid Cell</rasttype><rowcount>10234</rowcount><colcount>12199</colcount></rastinfo></spdoinfo><spref><horizsys><planar><mapproj><mapprojp><otherprj>PROJCS["WGS_1984_Web_Mercator_Auxiliary_Sphere",GEOGCS["GCS_WGS_1984",DATUM["D_WGS_1984",SPHEROID["WGS_1984",6378137.0,298.257223563]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Mercator_Auxiliary_Sphere"],PARAMETER["False_Easting",0.0],PARAMETER["False_Northing",0.0],PARAMETER["Central_Meridian",0.0],PARAMETER["Standard_Parallel_1",0.0],PARAMETER["Auxiliary_Sphere_Type",0.0],UNIT["Meter",1.0],AUTHORITY["EPSG",3857]]</otherprj></mapprojp></mapproj><planci><plance>coordinate pair</plance><coordrep><absres>0.000000006714873101998366</absres><ordres>0.000000006714873101998366</ordres></coordrep><plandu>meter</plandu></planci></planar><geodetic><horizdn>D WGS 1984</horizdn><ellips>WGS 1984</ellips><semiaxis>6378137.0</semiaxis><denflat>298.257223563</denflat></geodetic><cordsysn><projcsn>WGS_1984_Web_Mercator_Auxiliary_Sphere</projcsn></cordsysn></horizsys></spref><distinfo><distrib><cntinfo><cntaddr><addrtype>mailing and physical</addrtype></cntaddr></cntinfo></distrib><distliab>See access and use constraints information.</distliab></distinfo><distinfo><distrib><cntinfo><cntorgp><cntorg>National Weather Service</cntorg></cntorgp><cntemail>AHPS@noaa.gov</cntemail><cntinst>Use the AHPS section of the National Weather Service website to locate inundation mapping locations for the area and follow the appropriate download links to acquire this data. For the detailed data and/or documentation of the orginal study contact the Florida Department of Emergency Management(see the distribution contact information for FDEM).</cntinst></cntinfo></distrib><distliab>See access and use constraints information.</distliab></distinfo><metainfo><metd>20160922</metd><metstdn>FGDC Content Standard for Digital Geospatial Metadata</metstdn><metstdv>FGDC-STD-001-1998</metstdv><mettc>local time</mettc></metainfo><dataIdInfo><idPurp>This data set was developed by Jones Edmunds and Associates for the Florida Division of Emergency Management for use with the National Weather Service's (NWS) Advanced Hydrologic Prediction Service (AHPS) website.</idPurp><idAbs>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;These raster files represent estimated depth of inundation based on modeled water surface elevations as determined for the Suwannee River at Branford USGS gage 02320500 (AHPS gage bfdf1). This information is to be displayed on the National Weather Service's (NWS's) Advanced Hydrologic Prediction Service (AHPS) website.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;</idAbs><idCredit>Jones Edmunds and Associates conducted the hydraulic analysis to produce the inundation maps using the Middle-Suwannee HEC-RAS model that was originally developed by the Suwannee River Water Management District. NWS and local stakeholders provided the QA\QC review of the inundation maps. Funding was received from The Florida Department of Emergency Management for this project. Comments or questions on data methods can be directed to Kelly Godsey at the National Weather Service Weather Forecast Office, Love Building, Florida State University, Tallahassee, Florida 32306-4509.</idCredit><searchKeys><keyword>Hydrological</keyword><keyword>inland waters</keyword><keyword>elevation</keyword><keyword>Hydrology</keyword><keyword>Hydrography</keyword><keyword>Modeling</keyword><keyword>River</keyword><keyword>Hydraulics</keyword><keyword>Flood</keyword><keyword>Inundation</keyword></searchKeys><resConst><Consts><useLimit>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;Users assume responsibility to determine the appropriate use of this data. Users should be aware of the limitations of this dataset if using for critical applications.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;</useLimit></Consts></resConst></dataIdInfo><Esri><ModDate>20160922</ModDate><ModTime>10434200</ModTime><scaleRange><minScale>150000000</minScale><maxScale>5000</maxScale></scaleRange><ArcGISFormat>1.0</ArcGISFormat><ArcGISProfile>FGDC</ArcGISProfile></Esri><mdHrLv><ScopeCd value="005"></ScopeCd></mdHrLv></metadata>
