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L.","contributorId":79889,"corporation":false,"usgs":true,"family":"Moffatt","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":251997,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Herrett, T.A.","contributorId":102944,"corporation":false,"usgs":true,"family":"Herrett","given":"T.A.","affiliations":[],"preferred":false,"id":251998,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kraus, R.L.","contributorId":108182,"corporation":false,"usgs":true,"family":"Kraus","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":252000,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Ruppert, G.P.","contributorId":67111,"corporation":false,"usgs":true,"family":"Ruppert","given":"G.P.","email":"","affiliations":[],"preferred":false,"id":251996,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":26136,"text":"wri904060 - 1990 - Salt-dome locations in the Gulf Coastal Plain, South-Central United States","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri904060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4060","title":"Salt-dome locations in the Gulf Coastal Plain, South-Central United States","docAbstract":"Information on salt domes in Gulf of Mexico Coastal Plain, south-central United States and the adjacent Continental Shelf were compiled from major published sources, 1973-84. The location of 624 salt domes is shown on a map at a scale of 1:1 ,500,000. A color-coding system was used to show that the occurrence, size, shape, and location of these domes varies among sources. Two tables of additional data accompany the map and include other available information such as: identifying sources, depth to salt and caprock, diameter, volume, name, and uppermost zone of surrounding sediment that is penetrated, as well as the number of matches between sources. The locations of salt domes that penetrate specific zones within the gulf coast regional aquifer system are shown on maps. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904060","usgsCitation":"Beckman, J., and Williamson, A.K., 1990, Salt-dome locations in the Gulf Coastal Plain, South-Central United States: U.S. Geological Survey Water-Resources Investigations Report 90-4060, iv, 44 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri904060.","productDescription":"iv, 44 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":157889,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4060/report-thumb.jpg"},{"id":54929,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4060/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54930,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4060/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c88a","contributors":{"authors":[{"text":"Beckman, J.D.","contributorId":79511,"corporation":false,"usgs":true,"family":"Beckman","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":195874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williamson, A. K.","contributorId":57872,"corporation":false,"usgs":true,"family":"Williamson","given":"A.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":195873,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":54978,"text":"wdrSD891 - 1990 - Water resources data, South Dakota, water year 1989","interactions":[],"lastModifiedDate":"2020-11-04T17:02:19.235931","indexId":"wdrSD891","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"SD-89-1","title":"Water resources data, South Dakota, water year 1989","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrSD891","usgsCitation":"Burr, M., Benson, R., and Hansen, D.S., 1990, Water resources data, South Dakota, water year 1989: U.S. Geological Survey Water Data Report SD-89-1, ix, 383 p., https://doi.org/10.3133/wdrSD891.","productDescription":"ix, 383 p.","costCenters":[],"links":[{"id":380133,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1989/sd-89-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":182198,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1989/sd-89-1/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faade","contributors":{"authors":[{"text":"Burr, M.J.","contributorId":34541,"corporation":false,"usgs":true,"family":"Burr","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":252202,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Benson, R.D.","contributorId":23955,"corporation":false,"usgs":true,"family":"Benson","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":252201,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hansen, D. S.","contributorId":70003,"corporation":false,"usgs":true,"family":"Hansen","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":252203,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27448,"text":"wri904167 - 1990 - Gaged and estimated monthly streamflow during 1931-84 for selected sites in the Red River of the North basin in North Dakota and Minnesota","interactions":[],"lastModifiedDate":"2023-01-05T19:19:04.827574","indexId":"wri904167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4167","title":"Gaged and estimated monthly streamflow during 1931-84 for selected sites in the Red River of the North basin in North Dakota and Minnesota","docAbstract":"<p>Operation of the Garrison Diversion Unit in North Dakota may have various effects on the quantity and quality of streamflow in the Sheyenne River and the Red River of the North. To model the effects that the Garrison Diverson Unit could have on water quantity, monthly gaged and estimated streamflow data and estimated unregulated streamflow data were compiled to develop a complete monthly streamflow record for January 1931 through December 1984 (data-development period) for 29 sites in the Red River of the North basin.</p><p>Gaged streamflow records were available for January 1931 through December 1984 for only 4 sites; no records or records of various length were available for the remaining 25 sites. Drainage-area ratio and Maintenance of Variance Extension Type 1 methods were used to estimate the streamflow for those sites that had no streamflow record or had a streamflow record available for only part of the data-development period.</p><p>Unregulated streamflow for the 29 sites was estimated by removing the hydrologic effects of Lake Ashtabula, which is formed behind Baldhill Dam on the Sheyenne River, and surface-water withdrawals. VIater-balance procedures were used to remove the hydrologic effects of Lake Ashtabula from the streamflow record for sites downstream of Baldhill Dam. </p><p>Mean annual gaged streamflow for the Sheyenne River below Baldhill Dam was 9,175 acre-feet less than mean annual estimated unregulated streamflow for 1950-84, when Baldhill Dam was in operation. Net evaporation losses from Lake Ashtabula account for most of the difference between gaged streamflow and estimated unregulated streamflow. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904167","usgsCitation":"Guenthner, R., Weigel, J.F., and Emerson, D.G., 1990, Gaged and estimated monthly streamflow during 1931-84 for selected sites in the Red River of the North basin in North Dakota and Minnesota: U.S. Geological Survey Water-Resources Investigations Report 90-4167, Report: vi, 230 p.; 1 Plate: 21.28 x 15.64 inches, https://doi.org/10.3133/wri904167.","productDescription":"Report: vi, 230 p.; 1 Plate: 21.28 x 15.64 inches","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":56307,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4167/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56306,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4167/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126801,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4167/report-thumb.jpg"},{"id":411441,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47416.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Minnesota, North Dakota","otherGeospatial":"Red River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -94.5,\n              49\n            ],\n            [\n              -100.6667,\n              49\n            ],\n            [\n              -100.6667,\n              45.75\n            ],\n            [\n              -94.5,\n              45.75\n            ],\n            [\n              -94.5,\n              49\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1460","contributors":{"authors":[{"text":"Guenthner, R. S.","contributorId":31433,"corporation":false,"usgs":true,"family":"Guenthner","given":"R. S.","affiliations":[],"preferred":false,"id":198134,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weigel, J. F.","contributorId":74394,"corporation":false,"usgs":true,"family":"Weigel","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198136,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Emerson, D. G.","contributorId":39385,"corporation":false,"usgs":true,"family":"Emerson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198135,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29633,"text":"wri904101 - 1990 - Computerized stratified random site-selection approaches for design of a ground-water-quality sampling network","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri904101","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4101","title":"Computerized stratified random site-selection approaches for design of a ground-water-quality sampling network","docAbstract":"Computer software was written to randomly select sites for a ground-water-quality sampling network. The software uses digital cartographic techniques and subroutines from a proprietary geographic information system. The report presents the approaches, computer software, and sample applications.\r\nIt is often desirable to collect ground-water-quality samples from various areas in a study region that have different values of a spatial characteristic, such as land-use or hydrogeologic setting. A stratified network can be used for testing hypotheses about relations between spatial characteristics and water quality, or for calculating statistical descriptions of water-quality data that account for variations that correspond to the spatial characteristic.\r\n\r\nIn the software described, a study region is subdivided into areal subsets that have a common spatial characteristic to stratify the population into several categories from which sampling sites are selected. Different numbers of sites may be selected from each category of areal subsets.\r\n\r\nA population of potential sampling sites may be defined by either specifying a fixed population of existing sites, or by preparing an equally spaced population of potential sites. In either case, each site is identified with a single category, depending on the value of the spatial characteristic of the areal subset in which the site is located. Sites are selected from one category at a time. One of two approaches may be used to select sites. Sites may be selected randomly, or the areal subsets in the category can be grouped into cells and sites selected randomly from each cell.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri904101","usgsCitation":"Scott, J.C., 1990, Computerized stratified random site-selection approaches for design of a ground-water-quality sampling network: U.S. Geological Survey Water-Resources Investigations Report 90-4101, vi, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904101.","productDescription":"vi, 109 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4101/report-thumb.jpg"},{"id":58453,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4101/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6306","contributors":{"authors":[{"text":"Scott, J. C.","contributorId":75901,"corporation":false,"usgs":true,"family":"Scott","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201850,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20567,"text":"ofr90316 - 1990 - Tectonic history of the northern Nabitah fault zone, Arabian Shield, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2015-09-07T13:34:56","indexId":"ofr90316","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"90-316","title":"Tectonic history of the northern Nabitah fault zone, Arabian Shield, Kingdom of Saudi Arabia","docAbstract":"<p>Geologic mapping combined with structural, petrographic, and geochemical investigations were used to evaluate the motion and paleogeographic setting of the northern Nabitah fault zone. The orientation and asymmetry of small structures in three areas along the fault zone suggest that motion was primarily left-lateral strike slip. East of the fault zone, the Afif terrane is underlain by a north-trending granodioritic batholith that is interpreted to be the plutonic core of a volcanic arc (herein named the Nabitah arc) whose activity was coincident with Nabitah faulting. Available geochronologic data indicate that the Nabitah fault zone and arc were active at 710 Ma and that activity may have continued until about 670 Ma. Relicts of a prebatholithic island-arc ophiolite crop out as roof pendants and septa east of the fault zone. Analysis of petrologic, geochemical, and geochronologic data suggests that these rocks may have formed a terrane older than 800 Ma that was continuous from the Nabitah fault zone to the Nuqrah belt. These rocks may have been moved northward by Nabitah faulting from an original position opposite the Asir terrane.</p>\n<p>Scale-model comparisons with Recent and Phanerozoic volcanic arcs suggest that the Nabitah fault zone may have been a transform fault that developed as a result of sinistral oblique subduction east of the Al Amar fault. According to this model, the Abt schist would have formed in an accretionary prism and the Murdama group would have been deposited in a fore-arc basin. Analogs for thrust faults in the northern Arabian Shield are found in modern arcs developed behind oblique subduction zones. The orientations of the Najd faults may reflect initial formation as normal faults in the fore-arc region of such an arc system.</p>\n<p>Based on the presence of similar lithologies, similar structure, and analogous tectonic setting, the Mother Lode District in California is reviewed as a model for gold occurrences near the Nabitah fault zone in this report.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr90316","usgsCitation":"Quick, J.E., and Bosch, P.S., 1990, Tectonic history of the northern Nabitah fault zone, Arabian Shield, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 90-316, iii, 87 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr90316.","productDescription":"iii, 87 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":152794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0316/report-thumb.jpg"},{"id":50086,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0316/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50087,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0316/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50088,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0316/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50089,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0316/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50090,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0316/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Saudi Arabia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              37,\n              27\n            ],\n            [\n              43,\n              27\n            ],\n            [\n              43,\n              19\n            ],\n            [\n              41,\n              19\n            ],\n            [\n              37,\n              24\n            ],\n            [\n              37,\n              27\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68592e","contributors":{"authors":[{"text":"Quick, J. E.","contributorId":48563,"corporation":false,"usgs":true,"family":"Quick","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":182858,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bosch, Paul S.","contributorId":95074,"corporation":false,"usgs":false,"family":"Bosch","given":"Paul","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":182859,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28633,"text":"wri894183 - 1990 - A conceptual weather-type classification procedure for the Philadelphia, Pennsylvania, area","interactions":[],"lastModifiedDate":"2018-04-11T14:59:55","indexId":"wri894183","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4183","title":"A conceptual weather-type classification procedure for the Philadelphia, Pennsylvania, area","docAbstract":"<p>A simple method of weather-type classification, based on a conceptual model of pressure systems that pass through the Philadelphia, Pennsylvania, area, has been developed. The only inputs required for the procedure are daily mean wind direction and cloud cover, which are used to index the relative position of pressure systems and fronts to Philadelphia.</p><p>Daily mean wind-direction and cloud-cover data recorded at Philadelphia, Pennsylvania, from January 1954 through August 1988 were used to categorize daily weather conditions. The conceptual weather types reflect changes in daily air and dew-point temperatures, and changes in monthly mean temperature and monthly and annual precipitation. The weather-type classification produced by using the conceptual model was similar to a classification produced by using a multivariate statistical classification procedure. Even though the conceptual weather types are derived from a small amount of data, they appear to account for the variability of daily weather patterns sufficiently to describe distinct weather conditions for use in environmental analyses of weather-sensitive processes.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894183","usgsCitation":"McCabe, G., 1990, A conceptual weather-type classification procedure for the Philadelphia, Pennsylvania, area: U.S. Geological Survey Water-Resources Investigations Report 89-4183, iv, 23 p., https://doi.org/10.3133/wri894183.","productDescription":"iv, 23 p.","costCenters":[],"links":[{"id":158833,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Pennsylvania","city":"Philadelphia","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b26e4b07f02db6afbda","contributors":{"authors":[{"text":"McCabe, Gregory J. 0000-0002-9258-2997 gmccabe@usgs.gov","orcid":"https://orcid.org/0000-0002-9258-2997","contributorId":1453,"corporation":false,"usgs":true,"family":"McCabe","given":"Gregory J.","email":"gmccabe@usgs.gov","affiliations":[{"id":218,"text":"Denver Federal Center","active":false,"usgs":true}],"preferred":false,"id":200146,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28511,"text":"wri894128 - 1990 - Hydrogeology of aquifers in Cretaceous and younger rocks in the vicinity of Onslow and southern Jones counties, North Carolina","interactions":[],"lastModifiedDate":"2017-01-27T09:55:25","indexId":"wri894128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4128","title":"Hydrogeology of aquifers in Cretaceous and younger rocks in the vicinity of Onslow and southern Jones counties, North Carolina","docAbstract":"Unconsolidated sediments in Onslow and Jones Counties, North Carolina overlie crystalline basement rocks and range in thickness from about 700 ft to more than 1,800 ft, thickening toward the east. This material is composed of permeable sand and limestone interlayered with relatively impermeable clay and silt beds. Sediments are divided into two groups: aquifers in Quaternary-, and Tertiary-aged rocks and aquifers in Cretaceous-aged rocks. Aquifers in the Cretaceous rocks provide most of the groundwater for public supplies and are the focus of this report. The aquifers in Cretaceous rocks are the Peedee, Black Creek, upper Cape Fear, and lower Cape Fear aquifers, which are composed of beds or groups of beds of sand and gravel. Each aquifer is overlain by a clay and silt bed, that impedes the flow of water between aquifers. The thickness of Cretaceous hydrogeologic units ranges from about 700 ft to more than 1, 300 ft. Hydrogeologic units are correlated using 60 geophysical logs and accompanying drillers ' logs along with water level and water quality data. Three hydrogeologic sections demonstrate the continuity of the aquifers and confining units, show water levels and chloride concentration in water from test intervals, and delineate where chloride concentration in water exceeds 250 mg/L within each aquifer. Maps of each aquifer in Cretaceous rocks show altitude of its top, thickness, sand percentage, and the transition from freshwater to saltwater. Maps of the confining units show thickness and sand percentage of each.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894128","usgsCitation":"Lyke, W., and Winner, M.D., 1990, Hydrogeology of aquifers in Cretaceous and younger rocks in the vicinity of Onslow and southern Jones counties, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 89-4128, v, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894128.","productDescription":"v, 49 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57306,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124309,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4128/report-thumb.jpg"},{"id":57307,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57308,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57309,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57310,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57311,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57312,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57313,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4128/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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D. Jr.","contributorId":51766,"corporation":false,"usgs":true,"family":"Winner","given":"M.","suffix":"Jr.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199938,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28778,"text":"wri904005 - 1990 - Analysis of water-quality data and sampling programs at selected sites in north-central Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri904005","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"90-4005","title":"Analysis of water-quality data and sampling programs at selected sites in north-central Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nOpen-File Reports Section [distributor],","doi":"10.3133/wri904005","usgsCitation":"Mueller, D., 1990, Analysis of water-quality data and sampling programs at selected sites in north-central Colorado: U.S. Geological Survey Water-Resources Investigations Report 90-4005, v, 79 p. :ill. ;28 cm., https://doi.org/10.3133/wri904005.","productDescription":"v, 79 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122578,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4005/report-thumb.jpg"},{"id":57657,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4005/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db6800b5","contributors":{"authors":[{"text":"Mueller, D. K.","contributorId":93525,"corporation":false,"usgs":true,"family":"Mueller","given":"D. K.","affiliations":[],"preferred":false,"id":200379,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26487,"text":"wri894195 - 1990 - Continuous seismic reflection profiling of hydrogeologic features beneath New River, Camp Lejeune, North Carolina","interactions":[],"lastModifiedDate":"2017-01-27T09:58:11","indexId":"wri894195","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4195","title":"Continuous seismic reflection profiling of hydrogeologic features beneath New River, Camp Lejeune, North Carolina","docAbstract":"A medium-power, wide-frequency seismic system was used to collect more than 100 miles of continuous seismic reflection profiling data over a 4- day period along a 24-mile segment of the New River estuary and Intracoastal Waterway. The seismic reflection data were evaluated to determine the continuity of aquifer sediments and correlation with existing borehole geophysical well-log data at the Base. Results indicate that the Castle Hayne aquifer, the major source of freshwater for the military base and surrounding area, and deeper aquifers are continuous beds that gently dip to the southeast. However, immediately above the Castle Hayne aquifer, the survey showed that sediment beds are thin and discontinuous. This not only allows rainfall to more easily percolate and recharge the aquifer, but also makes the Castle Hayne more vulnerable to contamination.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894195","usgsCitation":"Cardinell, A., Harned, D., and Berg, S.A., 1990, Continuous seismic reflection profiling of hydrogeologic features beneath New River, Camp Lejeune, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 89-4195, iv, 33 p. :ill. ;28 cm., https://doi.org/10.3133/wri894195.","productDescription":"iv, 33 p. :ill. ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":124011,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4195/report-thumb.jpg"},{"id":55311,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4195/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","city":"Camp Lejeune","otherGeospatial":"New River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"properties\":{\"stroke\":\"#555555\",\"stroke-width\":2,\"stroke-opacity\":1,\"fill\":\"#555555\",\"fill-opacity\":0.5},\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-77.52090454101562,34.43636318093373],[-77.50030517578125,34.448821163611186],[-77.4591064453125,34.472599425831355],[-77.42752075195312,34.48165602990584],[-77.39730834960938,34.49863451269174],[-77.38082885742188,34.509951580711096],[-77.35198974609375,34.51447797766275],[-77.32589721679688,34.52918706954935],[-77.310791015625,34.54389356378646],[-77.255859375,34.568775557959036],[-77.22976684570312,34.59251960889388],[-77.18856811523438,34.60947549180879],[-77.156982421875,34.62077749040851],[-77.12265014648438,34.63433785730249],[-77.11578369140625,34.64563646992296],[-77.10342407226562,34.655803905058974],[-77.09518432617188,34.66935854524543],[-77.11166381835938,34.68291096793206],[-77.11166381835938,34.69646117272349],[-77.10891723632812,34.70775131553933],[-77.11715698242186,34.724683640865685],[-77.12814331054688,34.73145560017836],[-77.13363647460938,34.74161249883172],[-77.13363647460938,34.75176814895906],[-77.13363647460938,34.763050740134055],[-77.15011596679688,34.76756334490676],[-77.14736938476562,34.776587814319875],[-77.15972900390625,34.78786701318875],[-77.16934204101562,34.80252766591687],[-77.1844482421875,34.8047829195724],[-77.19131469726562,34.81154831029378],[-77.1844482421875,34.81944056416081],[-77.178955078125,34.829586636768205],[-77.18032836914062,34.83973145942067],[-77.200927734375,34.837477162415986],[-77.21054077148436,34.856636719051735],[-77.2174072265625,34.86565143737161],[-77.20916748046875,34.88029824720345],[-77.22015380859375,34.8893103715716],[-77.23388671874999,34.89156324823376],[-77.23526000976562,34.898321507559885],[-77.24761962890625,34.90057413710918],[-77.24761962890625,34.910710205494546],[-77.25723266601562,34.912962495216966],[-77.26409912109375,34.92197103616377],[-77.27371215820312,34.928726792983845],[-77.28744506835938,34.93097858831627],[-77.30392456054688,34.93660780623881],[-77.3162841796875,34.93885938523973],[-77.33688354492188,34.93885938523973],[-77.354736328125,34.93323032184192],[-77.36846923828125,34.92647493584645],[-77.49343872070312,34.97375095431686],[-77.63351440429688,34.994003757575776],[-77.68157958984375,34.9793772355095],[-77.6568603515625,34.92422301690581],[-77.6898193359375,34.73371279665681],[-77.574462890625,34.470335121217474],[-77.55386352539061,34.468070755169244],[-77.52090454101562,34.43636318093373]]]}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af2e4b07f02db691885","contributors":{"authors":[{"text":"Cardinell, A.P.","contributorId":59033,"corporation":false,"usgs":true,"family":"Cardinell","given":"A.P.","email":"","affiliations":[],"preferred":false,"id":196475,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harned, D.A.","contributorId":20331,"corporation":false,"usgs":true,"family":"Harned","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":196474,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Berg, S. A.","contributorId":64289,"corporation":false,"usgs":true,"family":"Berg","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196476,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":20229,"text":"ofr89615 - 1990 - Hydrogeologic and water-quality data from well clusters near the wastewater-treatment plant, U.S. Marine Corps Air Station, Cherry Point, North Carolina","interactions":[],"lastModifiedDate":"2016-12-16T09:02:00","indexId":"ofr89615","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-615","title":"Hydrogeologic and water-quality data from well clusters near the wastewater-treatment plant, U.S. Marine Corps Air Station, Cherry Point, North Carolina","docAbstract":"Hydrogeologic and ground-water quality data were collected near the wastewater-treatment plant and associated polishing lagoons at the Marine Corps Air Station, Cherry Point, North Carolina, in 1988. Between March and May 1988, two observation wells were installed upgradient and six wells were installed downgradient of the polishing lagoons and sampled for organic and inorganic U.S. Environmental Protection Agency priority pollutants. Placement of the well screens allowed sampling from both the upper and lower parts of the surficial aquifer. Natural gamma-ray geophysical logs were run in the four deepest wells. Lithologic logs were prepared from split-spoon samples collected during the drilling operations. Laboratory hydraulic conductivity tests were conducted on samples of fine-grained material recovered from the two confining units that separate the surficial aquifer and the drinking-water supply aquifer; values ranged from 0.011 to 0.014 foot per day (4x10-6 to 5x10-6 centimeters per second). Static water levels were recorded on April 25, 1988.\r\n\r\nRelatively low concentrations of purgeable organic compounds (up to 2.2 micrograms per liter for dichlorodifluoromethane), acid and base/neutral extractable compounds (up to 58 micrograms per liter for bis(2-ethylhexyl) phthalate), or pesticides (up to 0.03 micrograms per liter for diazinon and methyl parathion) were detected in water samples collected from all of the wells. Trace metals were detected in concentrations above minimum detectable limits in all of the wells and were found to be higher in water samples collected from the downgradient wells (up to 320 micrograms per liter for zinc) than in water samples from the upgradient wells.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr89615","usgsCitation":"Murray, L.C., and Daniel, C.C., 1990, Hydrogeologic and water-quality data from well clusters near the wastewater-treatment plant, U.S. Marine Corps Air Station, Cherry Point, North Carolina: U.S. Geological Survey Open-File Report 89-615, iv, 56 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89615.","productDescription":"iv, 56 p. :ill. ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":152456,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0615/report-thumb.jpg"},{"id":49772,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0615/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"U.S. Marine Corps Air Station, Cherry Point","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.3599853515625,\n              34.229970811273084\n            ],\n            [\n              -78.3599853515625,\n              35.84008157153468\n            ],\n            [\n              -75.20690917968749,\n              35.84008157153468\n            ],\n            [\n              -75.20690917968749,\n              34.229970811273084\n            ],\n            [\n              -78.3599853515625,\n              34.229970811273084\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628c4a","contributors":{"authors":[{"text":"Murray, L. C. Jr.","contributorId":25183,"corporation":false,"usgs":true,"family":"Murray","given":"L.","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":182287,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Daniel, C. C. III","contributorId":71953,"corporation":false,"usgs":true,"family":"Daniel","given":"C.","suffix":"III","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":182288,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29818,"text":"wri894187 - 1990 - Automatic tracer-dilution method used for stage-discharge ratings and streamflow hydrographs on small Iowa streams","interactions":[],"lastModifiedDate":"2016-03-09T13:58:11","indexId":"wri894187","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4187","title":"Automatic tracer-dilution method used for stage-discharge ratings and streamflow hydrographs on small Iowa streams","docAbstract":"<p>An automatic system was designed to concurrently measure stage and discharge for the purpose of developing stage-discharge ratings and high flow hydrographs on small streams. Stage, or gage height, is recorded by an analog-to-digital recorder and discharge is determined by the constant-rate tracer-dilution method The system measures flow above a base stage set by the user. To test the effectiveness of the system and its components, eight systems, with a variety of equipment, were installed at crest-stage gaging stations across Iowa A fluorescent dye, rhodamine-WT, was used as the tracer.</p>\n<p>Tracer-dilution discharge measurements were made during 14 flow periods at six stations from 1986 through 1988 water years. Ratings were developed at three stations with the aid of these measurements. A loop rating was identified at one station during rapidly-changing flow conditions. Incomplete mixing and dye loss to sediment apparently were problems at some stations. Stage hydrographs were recorded for 38 flows at seven stations. Limited data on background fluorescence during high flows were also obtained.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wri894187","collaboration":"Prepared in cooperation with the Highway Research Board, Highway Division, Iowa Department of Transportation","usgsCitation":"Soenksen, P.J., 1990, Automatic tracer-dilution method used for stage-discharge ratings and streamflow hydrographs on small Iowa streams: U.S. Geological Survey Water-Resources Investigations Report 89-4187, vii, 45 p.: ill.; 28 cm., https://doi.org/10.3133/wri894187.","productDescription":"vii, 45 p.: ill.; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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Data on the physical and chemical characteristics of 476 ground-water samples from these wells represent ground-water characteristics in the Berea Sandstone, Coldwater Shale, Marshall Sandstone, Michigan Formation, Bayport Limestone, Saginaw Formation, Grand River Formation, and glacial deposits. Ground-water samples were measured in the Geld for specific conductance, temperature, and alkalinity. Analyses of ground water for concentrations of dissolved oxygen, ferrous iron, total iron, and sulfide were also done in the field. Additional laboratory analysis provided data on eight major and 18 minor inorganic constituents. Twenty-one samples were analyzed for tritium, 140 samples were analyzed for carbon-13, and 19 samples were analyzed for carbon-14. The stable-isotope ratio of deuterium to hydrogen was determined for 408 samples; the ratio of oxygen-18 to oxygen-16 was determined for 433 samples; and the ratio of sulfur-34 to sulfur-32 was determined for 20 samples. Sixteen samples were analyzed for the unstable isotopes of uranium; 13 samples were analyzed for radium-226; and the ratio of radium-228 to radium-226 was determined for 13 samples. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/ofr90368","usgsCitation":"Dannemiller, G., and Baltusis, M.A., 1990, Physical and chemical data for ground water in the Michigan basin, 1986-89: U.S. Geological Survey Open-File Report 90-368, vi, 155 p., https://doi.org/10.3133/ofr90368.","productDescription":"vi, 155 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":151630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0368/report-thumb.jpg"},{"id":47962,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0368/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":28838,"text":"wri874200 - 1990 - Geochemistry of batch-extract waters derived from spoil material collected at the Cordero coal mine, Powder River basin, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri874200","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4200","title":"Geochemistry of batch-extract waters derived from spoil material collected at the Cordero coal mine, Powder River basin, Wyoming","docAbstract":"Batch-mixing experiments to evaluate postmining water quality at the Cordero Mine were conducted by the U.S. Geological Survey during 1984 to 1985. Contact of groundwater from the spoil aquifer with fresh spoil material caused only small changes in major-element concentrations and in pH, unless sulfide oxidation or contact with soluble salts, such as epsomite, occurred. In contrast, large changes in major-element concentration resulted when water from the coal aquifer contacted the spoil material. Only three of seven reaction models considered to explain the water quality changes during the batch-mixing experiments were consistent with the thermodynamic and mineralogical data. The three models used to account for the observed water quality changes derived potassium from potassium feldspar; magnesium from chlorite or epsomite or both; sodium from cation exchange and halite; chloride from halite; silica from potassium feldspar and chlorite; sulfate from gypsum, or epsomite or both, and carbon from carbon dioxide. In general, water quality samples obtained from the batch-mixing experiments using water from the coal aquifer had smaller major-ion concentrations than the actual water quality in the spoil aquifer. These differences can be explained by the limited amount of efflorescent salt dissolution and volume of water used in the experiments. Correction ratios calculated for these experiments may be applied to batch-mixing experiments at other mines in the area, to predict postmining water quality. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports Section [distributor],","doi":"10.3133/wri874200","usgsCitation":"Naftz, D.L., 1990, Geochemistry of batch-extract waters derived from spoil material collected at the Cordero coal mine, Powder River basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 87-4200, vi, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874200.","productDescription":"vi, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4200/report-thumb.jpg"},{"id":57713,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4200/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a844c","contributors":{"authors":[{"text":"Naftz, D. L.","contributorId":40624,"corporation":false,"usgs":true,"family":"Naftz","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200487,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20150,"text":"ofr90118 - 1990 - Statistical summaries of streamflow data in Oregon: Volume 1 — Monthly and annual streamflow, and flow-duration values","interactions":[],"lastModifiedDate":"2021-12-30T21:39:19.439713","indexId":"ofr90118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"90-118","title":"Statistical summaries of streamflow data in Oregon: Volume 1 — Monthly and annual streamflow, and flow-duration values","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr90118","usgsCitation":"Moffatt, R.L., Wellman, R.E., and Gordon, J.M., 1990, Statistical summaries of streamflow data in Oregon: Volume 1 — Monthly and annual streamflow, and flow-duration values: U.S. Geological Survey Open-File Report 90-118, Report: iii, 413 p.; 1 Plate: 36.72 × 29.74 inches, https://doi.org/10.3133/ofr90118.","productDescription":"Report: iii, 413 p.; 1 Plate: 36.72 × 29.74 inches","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":393709,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17861.htm"},{"id":49691,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0118/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152851,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0118/report-thumb.jpg"},{"id":49692,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0118/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":54901,"text":"wdrOK891 - 1990 - Water resources data, Oklahoma, water year 1989","interactions":[],"lastModifiedDate":"2020-09-24T21:29:26.930875","indexId":"wdrOK891","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"OK-89-1","title":"Water resources data, Oklahoma, water year 1989","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrOK891","usgsCitation":"Blazs, R., Boyle, D., Coffey, T., Walters, D., and White, D., 1990, Water resources data, Oklahoma, water year 1989: U.S. Geological Survey Water Data Report OK-89-1, viii, 522 p., https://doi.org/10.3133/wdrOK891.","productDescription":"viii, 522 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D.M.","contributorId":41507,"corporation":false,"usgs":true,"family":"Walters","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":251943,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"White, D.K.","contributorId":30279,"corporation":false,"usgs":true,"family":"White","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":251942,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":27727,"text":"wri894205 - 1990 - Large springs in the Valley and Ridge Province in Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri894205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4205","title":"Large springs in the Valley and Ridge Province in Tennessee","docAbstract":"Approximately 2,700 miscellaneous discharge measurements for 171 large springs in 28 counties of East Tennessee, predominantly within the Valley and Ridge physiographic province, were analyzed statistically and results tabulated to summarize data useful to the Appalachian Valleys-Piedmont Regional Aquifer System Analysis study. The number of measurements at each spring ranged from 1 to 65. Information from each spring includes station numbers, latitude, longitude, spring name and where data are sufficient, an estimate of the mean discharge and the discharge exceeded by 75%, 50%, and 25% of the miscellaneous measurements. Data are referenced to locations on a 1:1,000 ,000-scale map. The highest mean spring discharge was 32.2 cu ft/sec (14,5000 gallons/min). (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;","doi":"10.3133/wri894205","usgsCitation":"Hollyday, E., and Smith, M., 1990, Large springs in the Valley and Ridge Province in Tennessee: U.S. Geological Survey Water-Resources Investigations Report 89-4205, iii, 9 p. :ill. ;28 cm., https://doi.org/10.3133/wri894205.","productDescription":"iii, 9 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118691,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_89_4205.jpg"},{"id":2115,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri89-4205","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8fc7","contributors":{"authors":[{"text":"Hollyday, E. F.","contributorId":95062,"corporation":false,"usgs":true,"family":"Hollyday","given":"E. F.","affiliations":[],"preferred":false,"id":198600,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, M.A.","contributorId":53382,"corporation":false,"usgs":true,"family":"Smith","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":198599,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44813,"text":"wri894044 - 1990 - Freshwater withdrawals in Texas, 1985","interactions":[],"lastModifiedDate":"2016-08-15T16:19:59","indexId":"wri894044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4044","title":"Freshwater withdrawals in Texas, 1985","docAbstract":"<p>Since 1950, the U.S. Geological Survey (USGS) has estimated water use in the United States at 5-year intervals. &nbsp;Resulting reports tabulate water use by State and by water-resources region (major river basins) for a number of categories, such as irrigation, water supply, and industrial. &nbsp;In 1977, the USGS began the National Water-Use Information Program, designed to be a National source of accurate, consistent water-use data. &nbsp;The water-use project in Texas is part of the National Water-Use Information Program. &nbsp;The Texas District of the USGS compiles water-use information by county and by hydrologic unit using data collected by States agencies. &nbsp;A hydrologic unit is a geographic area representing part or all of a surface drainage basin, a combination of drainage basins, or a distinct hydrologic feature.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/wri894044","usgsCitation":"Lurry, D.L., and Barber, N.L., 1990, Freshwater withdrawals in Texas, 1985: U.S. Geological Survey Water-Resources Investigations Report 89-4044, 36.00 x 44.00 inches, https://doi.org/10.3133/wri894044.","productDescription":"36.00 x 44.00 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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