{"action":"create","ckan_id":null,"date_created":"Fri, 03 Oct 2025 18:46:58 GMT","date_finished":null,"harvest_job_id":"e79ac095-d33f-4185-a0ce-eb2aa1a8cb75","harvest_source_id":"4e29cae4-5ade-44ca-9df4-0bf50a3884d4","id":"1d4f01a6-13c5-495e-8f8d-6c1476f0f883","identifier":"https://rpm.tigbox.com/test/WAF-4362-FEMA-small/598938-DevHydraulicData.xml","parent_identifier":null,"source_hash":"df29027eee061688aeb531cf18fd74287a4df85ca8a4633b1c966044115e71e8","source_raw":"<?xml version=\"1.0\"?>\r\n<metadata>\r\n\t<idinfo>\r\n\t\t<citation>\r\n\t\t\t<citeinfo>\r\n\t\t\t\t<origin>Dewberry and Davis LLC</origin>\r\n\t\t\t\t<pubdate>20061206</pubdate>\r\n\t\t\t\t<title> Cortland Co, NY, Detailed Hydraulics</title>\r\n\t\t\t\t<geoform>FEMA-DCS-Hydraulics</geoform>\r\n\t\t\t\t<pubinfo>\r\n\t\t\t\t\t<pubplace>Washington. DC</pubplace>\r\n\t\t\t\t\t<publish>Federal Emergency Management Agency</publish>\r\n\t\t\t\t</pubinfo>\r\n\t\t\t\t<onlink>https://hazards.fema.gov</onlink>\r\n\t\t\t\t<lworkcit>\r\n\t\t\t\t\t<citeinfo>\r\n\t\t\t\t\t\t<origin>Federal Emergency Management Agency</origin>\r\n\t\t\t\t\t\t<pubdate>Unknown</pubdate>\r\n\t\t\t\t\t\t<title>FEMA CASE 06-02-B006S</title>\r\n\t\t\t\t\t</citeinfo>\r\n\t\t\t\t</lworkcit>\r\n\t\t\t</citeinfo>\r\n\t\t</citation>\r\n\t\t<descript>\r\n\t\t\t<abstract>Hydraulic data include spatial datasets and data tables necessary for documenting the hydraulic procedures for estimating flood discharges for a flood insurance study, which includes the hydraulic data expected by FEMA for new riverline studies. (Source: FEMA Guidelines and Specifications, Appendix N)</abstract>\r\n\t\t\t<purpose>The objective of this Hydraulic data submission is to archive the hydraulic data for a study in a database such that it can be revised and used with minimum effort in future flood insurance studies or map revisions.</purpose>\r\n\t\t</descript>\r\n\t\t<timeperd>\r\n\t\t\t<timeinfo>\r\n\t\t\t\t<sngdate>\r\n\t\t\t\t\t<caldate>20080418</caldate>\r\n\t\t\t\t</sngdate>\r\n\t\t\t</timeinfo>\r\n\t\t\t<current>MIP Submission date</current>\r\n\t\t</timeperd>\r\n\t\t<status>\r\n\t\t\t<progress>In work</progress>\r\n\t\t\t<update>Unknown</update>\r\n\t\t</status>\r\n\t\t<spdom>\r\n\t\t\t<bounding>\r\n\t\t\t\t<westbc>-76.4080</westbc>\r\n\t\t\t\t<eastbc>-75.7463</eastbc>\r\n\t\t\t\t<northbc>42.8808</northbc>\r\n\t\t\t\t<southbc>42.3088</southbc>\r\n\t\t\t</bounding>\r\n\t\t</spdom>\r\n\t\t<keywords>\r\n\t\t\t<theme>\r\n\t\t\t\t<themekt>ISO 19115 Topic Category</themekt>\r\n\t\t\t\t<themekey>Environment</themekey>\r\n\t\t\t\t<themekey>InlandWaters</themekey>\r\n\t\t\t</theme>\r\n\t\t\t<theme>\r\n\t\t\t\t<themekt>FEMA NFIP Topic Category</themekt>\r\n\t\t\t\t<themekey>Hydraulics</themekey>\t\t\t\t\r\n   \t\t\t      <themekey>Digital Flood Insurance Rate Map</themekey>\r\n\t\t\t      <themekey>DFIRM</themekey>\r\n \t\t\t      <themekey>Flood Hazard data</themekey>\r\n\t\t\t</theme>\r\n\t\t\t<place>\r\n\t\t\t\t<placekt>None</placekt>\r\n\t\t\t\t<placekey>REGION 02</placekey>\r\n\t\t\t\t<placekey>STATE NY</placekey>\r\n\t\t\t\t<placekey>COUNTY CORTLAND</placekey>\r\n\t\t\t\t<placekey>COUNTY-FIPS 36023</placekey>\r\n\t\t\t\t<placekey>COMMUNITY CORTLAND COUNTY All Jurisdictions</placekey>\r\n\t\t\t\t<placekey>FEMA-CID 36023C</placekey>\r\n\t\t\t</place>\r\n\t\t</keywords>\r\n\t\t<accconst>None</accconst>\r\n\t\t<useconst>Acknowledgement of FEMA would be appreciated in products derived from these data. This digital data is produced for the purposes of updating/creating a DFIRM database.</useconst>\r\n\t\t<ptcontac>\r\n\t\t\t<cntinfo>\r\n\t\t\t\t<cntperp>\r\n\t\t\t\t\t<cntper>Jean Huang</cntper>\r\n\t\t\t\t\t<cntorg>Dewberry and Davis LLC</cntorg>\r\n\t\t\t\t</cntperp>\r\n\t\t\t\t<cntpos>Project Manager</cntpos>\r\n\t\t\t\t<cntaddr>\r\n\t\t\t\t\t<addrtype>mailing and physical address</addrtype>\r\n\t\t\t\t\t<address>8401 Arlington Blvd</address>\r\n\t\t\t\t\t<city>Fairfax</city>\r\n\t\t\t\t\t<state>VA</state>\r\n\t\t\t\t\t<postal>22031</postal>\r\n\t\t\t\t\t<country>USA</country>\r\n\t\t\t\t</cntaddr>\r\n\t\t\t\t<cntvoice>703-849-0264</cntvoice>\r\n\t\t\t\t<cntemail>jhuang@dewberry.com</cntemail>\r\n\t\t\t\t<cntinst>None</cntinst>\r\n\t\t\t</cntinfo>\r\n\t\t</ptcontac>\r\n\t\t<datacred>Dewberry and Davis LLC</datacred>\r\n\t\t<native>HEC-RAS</native>\r\n\t</idinfo>\r\n\t<dataqual>\r\n\t\t<logic>Hydraulic analysis uses all valid existing flood elevation, survey, hydraulic analysis results and other pertinent information for the study area. FEMA approved models are used to compute water surface elevations for required flood events. Computed water surface elevations and topographic data are used to delineate flood hazard boundaries. Roughness coefficients are carefully selected to represent the conditions along stream beds and banks. Base Flood Elevations (BFEs) on the FIRMs and in floodway data tables agree with the flood profiles in the FIS.</logic>\r\n\t\t<complete>Hydraulic analysis provides water surface elevations at different locations along the stream and for different flooding events. Hydraulic submittal includes key physical data used in the process, model parameters and model output. Data developed in surveying and hydrologic analysis are incorporated in hydraulic analysis. Results of hydraulic analysis are used to map Special Flood Hazard Area (SFHA) boundaries. Selection of model parameters (e.g. roughness coefficients, expansion and contraction coefficients, etc) is supported by additional information (e.g. landuse, aerial photo, etc). Model boundary conditions are carefully selected and justified. Modeled velocities are checked for potential erosion.</complete>\r\n\t\t<posacc>\r\n\t\t\t<horizpa>\r\n\t\t\t\t<horizpar>Floodplain boundaries are derived from the hydraulic models developed for this Flood Insurance Study by automatically intersecting the 1-percent-annual-chance water surface elevations from the hydraulic models at cross section locations with the input ground elevation (i.e., the DCS Terrain data).  The horizontal accuracy of the resulting floodplain boundaries reflects the horizontal accuracy of the source terrain data.  As with any engineering analysis of this type, variation from the estimated flood heights and floodplain boundaries is possible.  Details of FEMA requirements for the FISs and flood mapping process that produces these data are available in the Guidelines and Specifications for Flood Hazard Mapping Partners.  Horizontal accuracy was tested by manual comparison of source terrain data and floodplain boundaries using hardcopy plots and a symbolized display on an interactive computer display.</horizpar>\r\n\t\t\t</horizpa>\r\n\t\t\t<vertacc>\r\n\t\t\t\t<vertaccr>Analyses of the characteristics of flooding from the sources studied were carried out to provide estimates of the flood elevations for selected recurrence intervals.  Flood elevations are developed at cross sections and interpolated between cross sections.  The vertical accuracy of the computed flood elevations reflects the vertical accuracy of the source data.  As with any engineering analysis of this type, variation from the estimated flood heights and floodplain boundaries is possible.  Details of FEMA requirements for the FISs and flood mapping process that produces these data are available in the Guidelines and Specifications for Flood Hazard Mapping Partners.  Vertical accuracy was tested by manual comparison of source terrain data and floodplain elevations using hardcopy plots and a symbolized display on an interactive computer display.</vertaccr>\r\n\t\t\t</vertacc>\r\n\t\t</posacc>\r\n\t\t<lineage>\r\n\t\t\t<srcinfo>\r\n\t\t\t\t<srccite>\r\n\t\t\t\t\t<citeinfo>\r\n\t\t\t\t\t\t<origin>Dewberry and Davis LLC</origin>\r\n\t\t\t\t\t\t<pubdate>2006</pubdate>\r\n\t\t\t\t\t\t<title>Reference location along the stream line</title>\r\n\t\t\t\t\t</citeinfo>\r\n\t\t\t\t</srccite>\r\n\t\t\t\t<typesrc>digitized</typesrc>\r\n\t\t\t\t<srctime>\r\n\t\t\t\t\t<timeinfo>\r\n\t\t\t\t\t\t<sngdate>\r\n\t\t\t\t\t\t\t<caldate>2006</caldate>\r\n\t\t\t\t\t\t</sngdate>\r\n\t\t\t\t\t</timeinfo>\r\n\t\t\t\t\t<srccurr>publication date</srccurr>\r\n\t\t\t\t</srctime>\r\n\t\t\t\t<srccitea>FEMA-DCS-HYDRAULICS1</srccitea>\r\n\t\t\t\t<srccontr>Spatial file that describes the downstream point where a riverine model starts.</srccontr>\r\n\t\t\t</srcinfo>\r\n\t\t\t<srcinfo>\r\n\t\t\t\t<srccite>\r\n\t\t\t\t\t<citeinfo>\r\n\t\t\t\t\t\t<origin>Dewberry and Davis LLC</origin>\r\n\t\t\t\t\t\t<pubdate>2006</pubdate>\r\n\t\t\t\t\t\t<title>Hydrologic Connectivity Network</title>\r\n\t\t\t\t\t</citeinfo>\r\n\t\t\t\t</srccite>\r\n\t\t\t\t<typesrc>digitized</typesrc>\r\n\t\t\t\t<srctime>\r\n\t\t\t\t\t<timeinfo>\r\n\t\t\t\t\t\t<sngdate>\r\n\t\t\t\t\t\t\t<caldate>2006</caldate>\r\n\t\t\t\t\t\t</sngdate>\r\n\t\t\t\t\t</timeinfo>\r\n\t\t\t\t\t<srccurr>publication date</srccurr>\r\n\t\t\t\t</srctime>\r\n\t\t\t\t<srccitea>STREAMCENTERLINES1</srccitea>\r\n\t\t\t\t<srccontr>A spatial data set showing the centerlines of the stream network.</srccontr>\r\n\t\t\t</srcinfo>\r\n\t\t\t<srcinfo>\r\n\t\t\t\t<srccite>\r\n\t\t\t\t\t<citeinfo>\r\n\t\t\t\t\t\t<origin>Dewberry and Davis LLC</origin>\r\n\t\t\t\t\t\t<pubdate>2006</pubdate>\r\n\t\t\t\t\t\t<title>Cross Sections</title>\r\n\t\t\t\t\t</citeinfo>\r\n\t\t\t\t</srccite>\r\n\t\t\t\t<typesrc>digitized</typesrc>\r\n\t\t\t\t<srctime>\r\n\t\t\t\t\t<timeinfo>\r\n\t\t\t\t\t\t<sngdate>\r\n\t\t\t\t\t\t\t<caldate>2006</caldate>\r\n\t\t\t\t\t\t</sngdate>\r\n\t\t\t\t\t</timeinfo>\r\n\t\t\t\t\t<srccurr>publication date</srccurr>\r\n\t\t\t\t</srctime>\r\n\t\t\t\t<srccitea>CROSSSECTION1</srccitea>\r\n\t\t\t\t<srccontr>A linear spatial file of cross sections.</srccontr>\r\n\t\t\t</srcinfo>\r\n\t\t\t<srcinfo>\r\n\t\t\t\t<srccite>\r\n\t\t\t\t\t<citeinfo>\r\n\t\t\t\t\t\t<origin>Dewberry and Davis LLC</origin>\r\n\t\t\t\t\t\t<pubdate>2006</pubdate>\r\n\t\t\t\t\t\t<title>Draft 100-year flood boundaries</title>\r\n\t\t\t\t\t</citeinfo>\r\n\t\t\t\t</srccite>\r\n\t\t\t\t<typesrc>digitized</typesrc>\r\n\t\t\t\t<srctime>\r\n\t\t\t\t\t<timeinfo>\r\n\t\t\t\t\t\t<sngdate>\r\n\t\t\t\t\t\t\t<caldate>2006</caldate>\r\n\t\t\t\t\t\t</sngdate>\r\n\t\t\t\t\t</timeinfo>\r\n\t\t\t\t\t<srccurr>publication date</srccurr>\r\n\t\t\t\t</srctime>\r\n\t\t\t\t<srccitea>FEMA-DCS-HYDRAULICS2</srccitea>\r\n\t\t\t\t<srccontr>A linear spatial file containing draft 100-year flood boundaries.</srccontr>\r\n\t\t\t</srcinfo>\r\n\t\t\t<procstep>\r\n\t\t\t\t<procdesc>Hydraulic Study data development involves compiling survey and hydrologic analysis data, selecting an appropriate hydraulic model, preparing model input data, estimating model parameters, simulating water surface elevations for required recurrence intervals and delineate flood hazard boundaries.</procdesc>\r\n\t\t\t\t<procdate>20060630</procdate>\r\n\t\t\t\t<proccont>\r\n\t\t\t\t\t<cntinfo>\t\r\n          <cntperp>\t\t\t\t\r\n\t\t\t\t\t\t\t<cntper>Jean Huang</cntper>\r\n\t\t\t\t\t\t\t<cntorg>Dewberry and Davis LLC</cntorg>\r\n\t\t\t\t\t\t</cntperp>\r\n\t\t\t\t\t\t<cntpos>Director</cntpos>\r\n\t\t\t\t\t\t<cntaddr>\r\n\t\t\t\t\t\t\t<addrtype>Mailing and Physical</addrtype>\r\n\t\t\t\t\t\t\t<address>8401 Arlington Blvd</address>\r\n\t\t\t\t\t\t\t<city>Fairfax</city>\r\n\t\t\t\t\t\t\t<state>VA</state>\r\n\t\t\t\t\t\t\t<postal>22031</postal>\r\n\t\t\t\t\t\t\t<country>USA</country>\r\n\t\t\t\t\t\t\t</cntaddr>\r\n\t\t\t\t\t\t<cntvoice>7038490612</cntvoice>\r\n\t\t\t\t\t\t<cnttdd>7038490264</cnttdd>\r\n\t\t\t\t\t\t<cntfax>7038490648</cntfax>\r\n\t\t\t\t\t\t<cntemail>jhuang@dewberry.com</cntemail>\r\n\t\t\t\t\t\t</cntinfo>\r\n\t\t\t\t</proccont>\r\n\t\t\t</procstep>\r\n\t\t\t      </lineage>\r\n\t</dataqual>\r\n<spref>\r\n<horizsys>\r\n<planar>\r\n<gridsys>\r\n<gridsysn>State Plane Coordinate System 1983</gridsysn>\r\n<spcs>\r\n<spcszone>3102</spcszone>\r\n<transmer>\r\n<sfctrmer>0.999938</sfctrmer>\r\n<longcm>-76.58333</longcm>\r\n<latprjo>40.000000</latprjo>\r\n<feast>820208.333333</feast>\r\n<fnorth>0</fnorth>\r\n</transmer>\r\n</spcs>\r\n</gridsys>\r\n<planci>\r\n<plance>coordinate pair</plance>\r\n<coordrep>\r\n<absres>0.000024</absres>\r\n<ordres>0.000024</ordres>\r\n</coordrep>\r\n<plandu>Survey Feet</plandu>\r\n</planci>\r\n</planar>\r\n<geodetic>\r\n<horizdn>North American Datum of 1983</horizdn>\r\n<ellips>Geodetic Reference System 80</ellips>\r\n<semiaxis>6378137.000000</semiaxis>\r\n<denflat>298.257222</denflat>\r\n</geodetic>\r\n</horizsys>\r\n</spref>\r\n\t<eainfo>\r\n\t\t<detailed>\r\n\t\t\t<enttyp>\r\n\t\t\t\t<enttypl>S_HydraCrossSection</enttypl>\r\n\t\t\t\t<enttypd>A linear spatial file of cross sections</enttypd>\r\n\t\t\t\t<enttypds>FEMA Guidelines and Specifications for Flood Hazard Mapping Partners, Appendix N:  Data Capture Standards and Data Capture Guidelines (available at http://www.fema.gov/fhm/dl_cgs.shtm)</enttypds>\r\n\t\t\t</enttyp>\r\n\t\t</detailed>\r\n\t\t<detailed>\r\n\t\t\t<enttyp>\r\n\t\t\t\t<enttypl>S_HydraMapping</enttypl>\r\n\t\t\t\t<enttypd>A linear spatial file containing draft 100-year flood boundaries.</enttypd>\r\n\t\t\t\t<enttypds>FEMA Guidelines and Specifications for Flood Hazard Mapping Partners, Appendix N:  Data Capture Standards and Data Capture Guidelines (available at http://www.fema.gov/fhm/dl_cgs.shtm)</enttypds>\r\n\t\t\t</enttyp>\r\n\t\t</detailed>\r\n\t\t<detailed>\r\n\t\t\t<enttyp>\r\n\t\t\t\t<enttypl>S_RefPoint</enttypl>\r\n\t\t\t\t<enttypd>Spatial file that describes the downstream point where a riverine model starts.</enttypd>\r\n\t\t\t\t<enttypds>FEMA Guidelines and Specifications for Flood Hazard Mapping Partners, Appendix N:  Data Capture Standards and Data Capture Guidelines (available at http://www.fema.gov/fhm/dl_cgs.shtm)</enttypds>\r\n\t\t\t</enttyp>\r\n\t\t</detailed>\r\n\t\t<detailed>\r\n\t\t\t<enttyp>\r\n\t\t\t\t<enttypl>S_StreamCntrLine</enttypl>\r\n\t\t\t\t<enttypd>A spatial dataset showing the centerlines of the stream network. Used for backwater models such as HEC-RAS.</enttypd>\r\n\t\t\t\t<enttypds>FEMA Guidelines and Specifications for Flood Hazard Mapping Partners, Appendix N:  Data Capture Standards and Data Capture Guidelines (available at http://www.fema.gov/fhm/dl_cgs.shtm)</enttypds>\r\n\t\t\t</enttyp>\r\n\t\t</detailed>\r\n<detailed>\r\n<enttyp>\r\n<enttypl>S_BFE</enttypl>\r\n<enttypd>A linear spatial file of cross sections</enttypd>\r\n<enttypds>FEMA Guidelines and Specifications for Flood Hazard Mapping Partners, Appendix N:  Data Capture Standards and Data Capture Guidelines (available at http://www.fema.gov/fhm/dl_cgs.shtm)</enttypds>\r\n</enttyp>\r\n</detailed>\r\n\t\t<overview>\r\n\t\t\t<eaover>The Hydraulic submittal is made up of several data themes containing both spatial and attribute information. These data represent the extent of flooding and the water surface elevations for the subject area. The spatial data files and attribute tables include stream centerline, cross-sections, flood hazard boundaries, BFEs, flow, roughness coefficients, manmade structures and other data related to the NFIP.</eaover>\r\n\t\t\t<eadetcit>Appendix N of FEMA Guidelines and Specifications for FEMA Flood Hazard Mapping Partners contains a detailed description of the data themes and references to other relevant information.</eadetcit>\r\n\t\t</overview>\r\n</eainfo>\r\n\t<distinfo>\r\n\t\t<distrib>\r\n\t\t\t<cntinfo>\r\n        <cntorgp>\r\n          <cntorg>FEMA, Mapping Information Platform</cntorg>\r\n        </cntorgp>\r\n\t\t\t\t<cntaddr>\r\n\t\t\t\t\t<addrtype>Mailing and Physical</addrtype>\r\n\t\t\t\t\t<address>500 C Street, S.W.</address>\r\n\t\t\t\t\t<city>Washington</city>\r\n\t\t\t\t\t<state>DC</state>\r\n\t\t\t\t\t<postal>20472</postal>\r\n\t\t\t\t\t<country>USA</country>\r\n\t\t\t\t</cntaddr>\r\n\t\t\t\t<cntvoice>1-877-336-2627</cntvoice>\r\n\t\t\t\t<cntemail>miphelp@mapmodteam.com</cntemail>\r\n\t\t\t\t<cntinst>None</cntinst>\r\n\t\t\t</cntinfo>\r\n    </distrib>\r\n    <distliab>No warranty expressed or implied is made by FEMA regarding the utility of the data on any other system nor shall the act of distribution constitute any such warranty.</distliab>\r\n    <stdorder>\r\n      <digform>\r\n        <digtinfo>\r\n          <formname>FEMA-DCS-Hydraulics</formname>\r\n        </digtinfo>\r\n        <digtopt>\r\n          <onlinopt>\r\n            <computer>\r\n              <networka>\r\n                <networkr>https://hazards.fema.gov</networkr>\r\n              </networka>\r\n            </computer>\r\n          </onlinopt>\r\n        </digtopt>\r\n      </digform>\r\n      <fees>Contact Distributor</fees>\r\n    </stdorder>\r\n  </distinfo>\r\n\t<metainfo>\r\n\t\t<metd>20070131</metd>\r\n\t\t<metc>\r\n\t\t\t<cntinfo>\r\n\t\t\t\t<cntperp>\r\n\t\t\t\t\t<cntper>Jean Huang</cntper>\r\n\t\t\t\t\t<cntorg>Dewberry and Davis LLC</cntorg>\r\n\t\t\t\t</cntperp>\r\n\t\t\t\t<cntpos>Project Manager</cntpos>\r\n\t\t\t\t<cntaddr>\r\n\t\t\t\t\t<addrtype>Mailing and Physical</addrtype>\r\n\t\t\t\t\t<address>8401 Arlington Blvd</address>\r\n\t\t\t\t\t<city>Fairfax</city>\r\n\t\t\t\t\t<state>VA</state>\r\n\t\t\t\t\t<postal>22031</postal>\r\n\t\t\t\t\t<country>USA</country>\r\n\t\t\t\t</cntaddr>\r\n\t\t\t\t<cntvoice>7038490264</cntvoice>\r\n\t\t\t\t<cntemail>jhuang@dewberry.com</cntemail>\r\n\t\t\t</cntinfo>\r\n\t\t</metc>\r\n\t\t<metstdn>FGDC Content Standard for Digital Geospatial Metadata</metstdn>\r\n\t\t<metstdv>FGDC-STD-001-1998</metstdv>\r\n\t\t\t\t<metextns>\r\n\t\t\t<onlink>https://hazards.fema.gov</onlink>\r\n\t\t\t<onlink>http://www.espg.org</onlink>\r\n\t\t\t<metprof>FEMA NFIP Metadata Content and Format Standard</metprof>\r\n\t\t</metextns>\r\n\t</metainfo>\r\n\t</metadata>\r\n","source_transform":null,"status":"error"}