Item talk:Q320792

{

 "DOI": {
   "doi": "10.5066/f7jq0zxh",
   "identifiers": [],
   "creators": [
     {
       "name": "Smith, S. Jerrod",
       "nameType": "Personal",
       "givenName": "S. Jerrod",
       "familyName": "Smith",
       "affiliation": [],
       "nameIdentifiers": [
         {
           "schemeUri": "https://orcid.org",
           "nameIdentifier": "https://orcid.org/0000-0002-9379-8167",
           "nameIdentifierScheme": "ORCID"
         }
       ]
     },
     {
       "name": "Ellis, John H",
       "nameType": "Personal",
       "givenName": "John H",
       "familyName": "Ellis",
       "affiliation": [],
       "nameIdentifiers": [
         {
           "schemeUri": "https://orcid.org",
           "nameIdentifier": "https://orcid.org/0000-0001-7161-3136",
           "nameIdentifierScheme": "ORCID"
         }
       ]
     },
     {
       "name": "Wagner, Derrick L.",
       "nameType": "Personal",
       "givenName": "Derrick L.",
       "familyName": "Wagner",
       "affiliation": [],
       "nameIdentifiers": []
     },
     {
       "name": "Peterson, Steven M.",
       "nameType": "Personal",
       "givenName": "Steven M.",
       "familyName": "Peterson",
       "affiliation": [],
       "nameIdentifiers": [
         {
           "schemeUri": "https://orcid.org",
           "nameIdentifier": "https://orcid.org/0000-0002-9130-1284",
           "nameIdentifierScheme": "ORCID"
         }
       ]
     }
   ],
   "titles": [
     {
       "title": "MODFLOW-NWT model used in simulation of groundwater flow and availability in the North Fork Red River aquifer, southwest Oklahoma, 1980-2013"
     }
   ],
   "publisher": "U.S. Geological Survey",
   "container": {},
   "publicationYear": 2017,
   "subjects": [
     {
       "subject": "numerical groundwater-flow model"
     }
   ],
   "contributors": [],
   "dates": [
     {
       "date": "2017-09-06",
       "dateType": "Created"
     },
     {
       "date": "2017",
       "dateType": "Issued"
     }
   ],
   "language": null,
   "types": {
     "ris": "GEN",
     "bibtex": "misc",
     "citeproc": "article",
     "schemaOrg": "CreativeWork",
     "resourceType": "Model",
     "resourceTypeGeneral": "Model"
   },
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       "relationType": "IsCitedBy",
       "relatedIdentifier": "10.1007/s10040-020-02230-x",
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     },
     {
       "relationType": "IsCitedBy",
       "relatedIdentifier": "10.3133/sir20175098",
       "relatedIdentifierType": "DOI"
     },
     {
       "relationType": "IsCitedBy",
       "relatedIdentifier": "10.3133/sir20215003",
       "relatedIdentifierType": "DOI"
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   ],
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   "version": null,
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   "descriptions": [
     {
       "description": "A finite-difference numerical groundwater-flow model of the North Fork Red River aquifer was constructed by using MODFLOW-2005 with the Newton formulation solver (MODFLOW-NWT). Data inputs for each package are specified in machine-readable text files. The numerical model of the North Fork Red River aquifer had 385 rows, 460 columns, about 27,600 active cells of 886 by 886 ft (270 by 270 meters), and 2 convertible layers. The top layer (layer 1) represented the undifferentiated Quaternary alluvium and terrace deposits with variable thickness determined from the hydrogeologic framework, and the bottom layer (layer 2) represented the Permian bedrock with a nominal thickness of about 100 feet. The model active area was created from the North Fork Red River aquifer extent and expanded in some areas to ensure that each active cell was in connection with at least one other active cell. One terrace lobe in northern Beckham County was not included in the model active area because it was almost separated spatially and hydraulically from the rest of the North Fork Red River aquifer. The numerical model was temporally discretized into 408 monthly transient stress periods (each with 2 time steps to improve model stability) representing the period 1980-2013. An initial steady-state stress period, in which the groundwater-flow equation had no storage component, represented mean annual inflows to and outflows from the aquifer and produced a solution that was used as the initial condition for subsequent transient stress periods. The numerical model was constructed by using units of meters and days.",
       "descriptionType": "Abstract"
     }
   ],
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   "fundingReferences": [],
   "url": "https://www.sciencebase.gov/catalog/item/631405f6d34e36012efa35c7",
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   "created": "2017-09-21T13:08:57Z",
   "registered": "2017-09-21T13:08:58Z",
   "published": null,
   "updated": "2023-09-28T21:29:55Z"
 }

}