{"action":"create","ckan_id":null,"date_created":"Mon, 09 Feb 2026 23:26:02 GMT","date_finished":null,"harvest_job_id":"bea0b6fd-91c4-4c3a-84fc-a3a39df9be93","harvest_source_id":"4c62556f-0fa3-402d-90f6-6a46cd80a117","id":"ec49b6e2-e833-4627-ba65-92fff0a2e981","identifier":"https://hazards.fema.gov/filedownload/metadata/R10/631162-DevHydraulicData.xml","parent_identifier":null,"source_hash":"4eeee2c06f81d8fccce91d96650b98e4903c33d5eec4b37d0e1320324e4b2387","source_raw":"<?xml version=\"1.0\" encoding=\"ISO-8859-1\"?>\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>CDM</origin>\r\n\t\t\t\t<pubdate>20080526</pubdate>\r\n\t\t\t\t<pubtime>Unknown</pubtime>\r\n\t\t\t\t<title>DCS Hydraulics Submission for Crook OR</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>http://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>20081104</pubdate>\r\n\t\t\t\t\t\t<pubtime>Unknown</pubtime>\r\n\t\t\t\t\t\t<title>FEMA CASE 10-10-0154S</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>Recent developments in digital terrain and geospatial database management technology make it possible to protect this investment for existing and future projects to a much greater extent than was possible in the past. The minimum requirement for hydraulics data includes input and output files for all hydraulic models and spatial datasets that are needed to implement the models. (Source: FEMA Guidelines and Specs, Appendix N)</abstract>\r\n\t\t\t<purpose>Development of a hydraulic model to provide water-surface elevations for floodplain mapping requires significant investment in time and resources to obtain and process topographic survey data including cross-section and bridge surveys.</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>20080526</caldate>\r\n\t\t\t\t\t<time>Unknown</time>\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>Complete</progress>\r\n\t\t\t<update>Complete</update>\r\n\t\t</status>\r\n\t\t<spdom>\r\n\t\t\t<bounding>\r\n\t\t\t\t<westbc>-89.227</westbc>\r\n\t\t\t\t<eastbc>-88.605</eastbc>\r\n\t\t\t\t<northbc>44.682</northbc>\r\n\t\t\t\t<southbc>44.241</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><themekey>inlandWaters</themekey></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>0.2-Percent-Annual-Chance Flood</themekey><themekey>10-Percent-Annual-Chance Flood</themekey><themekey>1-Percent-Annual-Chance Flood</themekey><themekey>2-Percent-Annual-Chance Flood</themekey><themekey>Stream</themekey><themekey>Water Body</themekey><themekey>Base Flood Elevation</themekey><themekey>Cross Section</themekey><themekey>Stream Centerlines</themekey><themekey>Backwater</themekey><themekey>Base Flood Elevation (BFE)</themekey><themekey>Flood Profile</themekey><themekey>Floodway Data Table</themekey><themekey>Flood Protection System</themekey><themekey>Flood-Control Storage</themekey><themekey>Floodway</themekey><themekey>Boundary Condition</themekey><themekey>Cross-section</themekey><themekey>Levee</themekey><themekey>Weir</themekey><themekey>Dam</themekey><themekey>Spillway</themekey><themekey>Reservoir</themekey><themekey>Split Flow</themekey><themekey>Bridge</themekey><themekey>Culvert</themekey><themekey>Manning's Roughness Coefficient (Manning's n)</themekey><themekey>Shallow Flooding</themekey><themekey>Critical Flow</themekey><themekey>Sub-critical Flow</themekey><themekey>Supercritical Flow</themekey></theme>\r\n\t\t\t<place>\r\n\t\t\t\t<placekt>None</placekt>\r\n\t\t\t\t<placekey>REGION 10</placekey>\r\n\t\t\t\t<placekey>STATE OR</placekey>\r\n\t\t\t\t<placekey>COUNTY CROOK COUNTY</placekey>\r\n\t\t\t\t<placekey>COUNTY-FIPS 013</placekey>\r\n\t\t\t\t<placekey>COMMUNITY CROOK COUNTY</placekey>\r\n\t\t\t\t<placekey>FEMA-CID 41013C</placekey>\r\n\t\t\t</place>\r\n\t\t</keywords>\r\n\t\t<accconst>None</accconst>\r\n\t\t<useconst>Acknowledgment 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<cntorgp>\r\n\t\t\t\t\t<cntorg>STARR</cntorg>\r\n\t\t\t\t\t<cntper>Katie Dopierala</cntper>\r\n\t\t\t\t</cntorgp>\r\n\t\t\t\t<cntaddr>\r\n\t\t\t\t\t<addrtype>mailing address</addrtype>\r\n\t\t\t\t\t<address>901 5th Avenue</address>\r\n\t\t\t\t\t<city>Seattle</city>\r\n\t\t\t\t\t<state>WA</state>\r\n\t\t\t\t\t<postal>98164</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>206-682-1159</cntvoice>\r\n\t\t\t\t<cntemail>katie.dopierala@starr-team.com</cntemail>\r\n\t\t\t</cntinfo>\r\n\t\t</ptcontac>\r\n\t\t<native>HECRAS</native>\r\n\t</idinfo>\r\n\t<dataqual>\r\n\t\t<logic>Hydraulic analysis uses all valid existing flood elevation, survey, hydrologic 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>The NSSDA is used to report the horizontal accuracy of the base map data used by FEMA to produce a FIRM. The NSSDA uses radial accuracy (Accuracy) to report the radius of a circle of uncertainty, such that the true or theoretical location of a point falls within that circle 95 percent of the time. (Guidelines and Specifications Vol 1, p. 70)</horizpar>\r\n\t\t\t</horizpa>\r\n\t\t\t<vertacc>\r\n\t\t\t\t<vertaccr>All data collected meets the NMAS specified guidelines for 0.37 meters tested at 1.2-foot vertical accuracy at 95-percent confidence level.</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>CDM</origin>\r\n\t\t\t\t\t\t<pubdate>20080526</pubdate>\r\n\t\t\t\t\t\t<pubtime>Unknown</pubtime>\r\n\t\t\t\t\t\t<title>Hydraulics Data</title>\r\n\t\t\t\t\t</citeinfo>\r\n\t\t\t\t</srccite>\r\n\t\t\t\t<typesrc>computer program</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>20080229</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>Other1</srccitea>\r\n\t\t\t\t<srccontr>Source data used for S_HydraMapping, S_BFE, S_RefPoint, S)HydraCrossSection, S_StreamCntrLine</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>20080425</procdate>\r\n\t\t\t</procstep>\r\n\t\t</lineage>\r\n\t</dataqual>\r\n\t<spdoinfo>\r\n\t\t<direct>Vector</direct>\r\n\t</spdoinfo>\r\n\t<spref>\r\n\t\t<horizsys>\r\n\t\t\t<planar>\r\n\t\t\t\t<gridsys>\r\n\t\t\t\t\t<gridsysn>other grid system</gridsysn>\r\n\t\t\t\t\t<spcs>\r\n\t\t\t\t\t\t<spcszone>8888</spcszone>\r\n\t\t\t\t\t\t<transmer>\t\t\t\t\t\t\r\n\t\t\t\t\t\t\t<sfctrmer>1.000033</sfctrmer>\r\n\t\t\t\t\t\t\t<longcm>-88.816667</longcm>\r\n\t\t\t\t\t\t\t<latprjo>43.420278</latprjo>\r\n\t\t\t\t\t\t\t<feast>607000.003</feast>\r\n\t\t\t\t\t\t\t<fnorth>0.023000</fnorth>\r\n\t\t\t\t\t\t</transmer>\r\n\t\t\t\t\t</spcs>\r\n\t\t\t\t</gridsys>\r\n\t\t\t\t<planci>\r\n\t\t\t\t\t<plance>coordinate pair</plance>\r\n\t\t\t\t\t<coordrep>\r\n\t\t\t\t\t\t<absres>8888</absres>\r\n\t\t\t\t\t\t<ordres>8888</ordres>\r\n\t\t\t\t\t</coordrep>\r\n\t\t\t\t\t<plandu>feet</plandu>\r\n\t\t\t\t</planci>\r\n\t\t\t</planar>\r\n\t\t\t<geodetic>\r\n\t\t\t\t<horizdn>North American Datum of 1983</horizdn>\r\n\t\t\t\t<ellips>Geodetic Reference System 80</ellips>\r\n\t\t\t\t<semiaxis>6378137.0</semiaxis>\r\n\t\t\t\t<denflat>298.257222</denflat>\r\n\t\t\t</geodetic>\r\n\t\t</horizsys>\r\n\t\t<vertdef>\r\n\t\t\t<altsys>\r\n\t\t\t\t<altdatum>North American Vertical Datum of 1988</altdatum>\r\n\t\t\t\t<altres>2</altres>\r\n\t\t\t\t<altunits>Survey Feet</altunits>\r\n\t\t\t\t<altenc>Attribute values</altenc>\r\n\t\t\t</altsys>\r\n\t\t</vertdef>\r\n\t</spref>\r\n\t<eainfo>\r\n\t\t<detailed><enttyp><enttypl>BaseFloodElevations</enttypl><enttypd>A linear spatial file containing \"work map\" BFEs</enttypd><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></enttyp></detailed><detailed><enttyp><enttypl>CrossSections</enttypl><enttypd>A linear spatial file of cross sections.</enttypd><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></enttyp></detailed><detailed><enttyp><enttypl>HydraModels</enttypl><enttypd>A database table.</enttypd><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></enttyp></detailed><detailed><enttyp><enttypl>StreamCenterLines</enttypl><enttypd>A spatial dataset showing the centerlines of the stream network.</enttypd><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></enttyp>\r\n\t\t</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's 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\t</eainfo>\r\n\t<distinfo>\r\n\t\t<distrib>\r\n\t\t\t<cntinfo>\r\n\t\t\t\t<cntorgp>\r\n\t\t\t\t\t<cntorg>Federal Emergency Management Agency</cntorg>\r\n\t\t\t\t</cntorgp>\r\n\t\t\t\t<cntaddr>\r\n\t\t\t\t\t<addrtype>mailing address</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>District of Columbia</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</cntinfo>\r\n\t\t</distrib>\r\n\t\t<resdesc>Downloadable Data</resdesc>\r\n\t\t<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\t\t<stdorder>\r\n\t\t\t<digform>\r\n\t\t\t\t<digtinfo>\r\n\t\t\t\t\t<formname>FEMA-DCS-Hydraulics</formname>\r\n\t\t\t\t</digtinfo>\r\n\t\t\t\t<digtopt>\r\n\t\t\t\t\t<onlinopt>\r\n\t\t\t\t\t\t<computer>\r\n\t\t\t\t\t\t\t<networka>\r\n\t\t\t\t\t\t\t\t<networkr>http://hazards.fema.gov</networkr>\r\n\t\t\t\t\t\t\t</networka>\r\n\t\t\t\t\t\t</computer>\r\n\t\t\t\t\t</onlinopt>\r\n\t\t\t\t</digtopt>\r\n\t\t\t</digform>\r\n\t\t\t<fees>Contact Distributor</fees>\r\n\t\t</stdorder>\r\n\t</distinfo>\r\n\t<metainfo>\r\n\t\t<metd>20080526</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>Laura Kletti</cntper>\r\n\t\t\t\t\t<cntorg>CDM</cntorg>\r\n\t\t\t\t</cntperp>\r\n\t\t\t\t<cntaddr>\r\n\t\t\t\t\t<addrtype>mailing address</addrtype>\r\n\t\t\t\t\t<address>125 South Wacker Drive</address>\r\n\t\t\t\t\t<city>Chicago</city>\r\n\t\t\t\t\t<state>IL</state>\r\n\t\t\t\t\t<postal>60606</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>312-346-5000</cntvoice>\r\n\t\t\t\t<cntemail>klettill@cdm.com</cntemail>\r\n\t\t\t</cntinfo>\r\n\t\t</metc>\r\n\t\t<metstdn>FGDC Content Standards for Digital Geospatial Metadata</metstdn>\r\n\t\t<metstdv>FGDC-STD-001-1998</metstdv>\r\n\t\t<mettc>local time</mettc>\r\n\t\t<metac>None.</metac>\r\n\t\t<metuc>None.</metuc>\r\n\t\t<metextns>\r\n\t\t\t<onlink>http://hazards.fema.gov</onlink>\r\n\t\t\t<onlink>http://www.epsg.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"}