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No abstract available. 

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The Rio Grande region, New Mexico and Texas, includes most of the area east of the Rio Grande to the Sacramento Mountains. The Legion encompasses two large basins, the Jornada del Muerto and Tularosa basins, and the intervening San Andres Mountains. The altitude of the valley surfaces generally are from 600 to 1.500 meters. The mountain ranges generally have altitudes from 1,500 to 2,400 meters. About one-half the area is underlain by basin fill.

Outcropping sedimentary rocks in the Rio Grande region range in age from Precambrian to Holocene. The oldest Precambrian rocks are metamorphosed and intruded by plutons. Paleozoic rocks are primarily carbonate rocks, with argillaceous beds, in the older Paleozoic units. Clastic and gypsum are in greater abundance in younger Paleozoic units of Pennsylvanian and Permian age. The Mesozoic rocks primarily are clastic rocks with some limestone. Cenozoic rocks consist of sequences of conglomerate, sandstone, mudstone, and siltstone derived from adjacent mountain masses, interbedded with basalt and andesite flows, and silicic tuffs. Volcanic activity continued into the Quaternary. Early to middle Tertiary volcanic and tectonic processes resulted in the implacement of plutonic bodies.

Media considered to have potential for isolation of high-level radioactive waste include intrusive rocks, ash-flow tuff, and basaltic lava flows. Laharic and mudflow breccia and argillaceous beds also may be prospective host rocks. These and other rocks may be prospective media in areas where the unsaturated zone is thick.

Quaternary faults are more common in the southern one-half of the region than in the northern one-half. Range-bounding faults with evidence of Quaternary movement extend northward into the central part of the region. Volcanic activity in the northern part of the region includes basalt flows of Quaternary age. Historical crustal uplift and seismicity have occurred in the vicinity of Socorro, New Mexico. The region is bordered on the west by an area with heat flow greater than 2.5 heat-flow units. A few measurements of this magnitude have been made within the region.

Recharge to ground water in the Rio Grande region occurs in the higher altitudes where precipitation is greater, that is, in the San Andres and Sacramento Mountains and on the Chupadera Mesa. Ground-water flow from units west of the San Andres Mountains discharge to the Rio Grande. The ground-water flow unit of the Tularosa basin ultimately discharges to the Rio Grande or to wells in the vicinity of El Paso. Intermediate discharge points in the Tularosa basin include seepage to streams, springs, and evaporation to playas in the central part of the basin. Dissolved-solids concentations in ground water in the region generally are more than 1,000 milligrams per liter. The dissolved-solids concentrations in ground water in the recharge areas generally are less than 1,000 milligrams per liter. Dissolved-solids of concentrations ranging from 3,000 to 25,000 milligrams per liter are found in the ground water underlying the playa area in the central part of the Tularosa basin.

The more than 43 mining districts in the region contain base metals and to a lesser extent, precious metals, in vein and replacement deposits. Four coal fields are located in the region.

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No abstract available. 

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No abstract available. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr84739","usgsCitation":"1984, Studies of geology and hydrology in the Basin and Range Province, southwestern United States, for isolation of high-level radioactive waste; characterization of the Trans-Pecos region, Texas: U.S. Geological Survey Open-File Report 84-739, Report: xiv, 122 p.; 9 Plates: 30.70 x 23.08 inches or smaller, https://doi.org/10.3133/ofr84739.","productDescription":"Report: xiv, 122 p.; 9 Plates: 30.70 x 23.08 inches or smaller","costCenters":[],"links":[{"id":383513,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0739/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383512,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0739/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383511,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0739/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383510,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0739/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383506,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0739/plate-7-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383505,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0739/plate-7-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383504,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0739/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383509,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0739/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383508,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0739/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383507,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0739/plate-7-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145533,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0739/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Trans-Pecos region","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.8148193359375,\n 30.278044377800153\n ],\n [\n -102.2662353515625,\n 30.278044377800153\n ],\n [\n -102.2662353515625,\n 31.704803074739214\n ],\n [\n -105.8148193359375,\n 31.704803074739214\n ],\n [\n -105.8148193359375,\n 30.278044377800153\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699fef","contributors":{"editors":[{"text":"Bedinger, M. 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Data uses and funding sources are identified for the 218 continuous streamflow gages currently (1984) being operated. These stations are supported by 18 different funding sources at a budget for the 1984 water year of $1,065,000. The streamflow-gaging program in Montana has evolved through the years as Federal, State, and local needs for surface-water data have increased. Continuous streamflow records for periods ranging from less than 1 year to more than 90 years have been collected. This report describes phase 1 of a cost-effectiveness study of the streamflow-gaging program in Montana. Evaluation of the program indicates that numerous agencies use the data for studies involving regional hydrology, hydrologic systems, and planning and design. They also use the data for operations of existing hydroelectric and irrigation dams, forecasting flood and seasonal flows, water-quality monitoring, research studies for fish habitat, and other uses such as recreational management. 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No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84745","usgsCitation":"1984, Studies of geology and hydrology in the Basin and Range Province, southwestern United States, for isolation of high-level radioactive waste: Evaluation of the regions: U.S. Geological Survey Open-File Report 84-745, Report: xii, 195 p.; 2 Plates: 29.08 × 40.51 inches and 35.24 × 29.92 inches, https://doi.org/10.3133/ofr84745.","productDescription":"Report: xii, 195 p.; 2 Plates: 29.08 × 40.51 inches and 35.24 × 29.92 inches","costCenters":[],"links":[{"id":41022,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0745/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145506,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0745/report-thumb.jpg"},{"id":41024,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0745/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41023,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0745/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":402309,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_27511.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Arizona, California, Idaho, Nevada, Oregon, Utah","otherGeospatial":"Basin and Range Province","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -115.400390625,\n 32.76880048488168\n ],\n [\n -110.74218749999999,\n 31.80289258670676\n ],\n [\n -107.666015625,\n 32.02670629333614\n ],\n [\n -109.072265625,\n 39.842286020743394\n ],\n [\n -114.2578125,\n 44.33956524809713\n ],\n [\n -117.68554687499999,\n 44.715513732021336\n ],\n [\n -120.234375,\n 43.389081939117496\n ],\n [\n -120.84960937499999,\n 40.17887331434696\n ],\n [\n -119.61914062499999,\n 37.23032838760387\n ],\n [\n -115.400390625,\n 32.76880048488168\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699fd8","contributors":{"editors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":503993,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Sargent, K. A.","contributorId":58630,"corporation":false,"usgs":true,"family":"Sargent","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":503992,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Langer, W. H.","contributorId":44932,"corporation":false,"usgs":true,"family":"Langer","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":503991,"contributorType":{"id":2,"text":"Editors"},"rank":3}]}} ,{"id":15729,"text":"ofr84233 - 1984 - Hydrology of area 11, Eastern Coal Province, Ohio, Kentucky, and West Virginia","interactions":[],"lastModifiedDate":"2024-12-04T21:00:35.905241","indexId":"ofr84233","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-233","title":"Hydrology of area 11, Eastern Coal Province, Ohio, Kentucky, and West Virginia","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84233","usgsCitation":"Roth, D., and Cooper, S., 1984, Hydrology of area 11, Eastern Coal Province, Ohio, Kentucky, and West Virginia: U.S. Geological Survey Open-File Report 84-233, v, 66 p., https://doi.org/10.3133/ofr84233.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":464766,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13321.htm","linkFileType":{"id":5,"text":"html"}},{"id":146462,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0233/report-thumb.jpg"},{"id":95324,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0233/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kentucky, Ohio, West Virginia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -83.86623180747648,\n 36.731743994525004\n ],\n [\n -81.43264711571662,\n 37.927674336656665\n ],\n [\n -81.0549105792823,\n 40.470417310879355\n ],\n [\n -81.04739335783368,\n 41.3198369033787\n ],\n [\n -82.26961292288702,\n 41.177583641541645\n ],\n [\n -84.09257837635606,\n 39.6683312010673\n ],\n [\n -84.68344347599752,\n 37.24430123159996\n ],\n [\n -83.86623180747648,\n 36.731743994525004\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604706","contributors":{"authors":[{"text":"Roth, D.K.","contributorId":60275,"corporation":false,"usgs":true,"family":"Roth","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":171607,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cooper, S.C.","contributorId":75284,"corporation":false,"usgs":true,"family":"Cooper","given":"S.C.","email":"","affiliations":[],"preferred":false,"id":171608,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15611,"text":"ofr84459 - 1984 - The principle of superposition and its application in ground-water hydraulics","interactions":[{"subject":{"id":15611,"text":"ofr84459 - 1984 - The principle of superposition and its application in ground-water hydraulics","indexId":"ofr84459","publicationYear":"1984","noYear":false,"title":"The principle of superposition and its application in ground-water hydraulics"},"predicate":"SUPERSEDED_BY","object":{"id":4709,"text":"twri03B6 - 1987 - The principle of superposition and its application in ground-water hydraulics","indexId":"twri03B6","publicationYear":"1987","noYear":false,"title":"The principle of superposition and its application in ground-water hydraulics"},"id":1}],"supersededBy":{"id":4709,"text":"twri03B6 - 1987 - The principle of superposition and its application in ground-water hydraulics","indexId":"twri03B6","publicationYear":"1987","noYear":false,"title":"The principle of superposition and its application in ground-water hydraulics"},"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr84459","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-459","title":"The principle of superposition and its application in ground-water hydraulics","docAbstract":"The principle of superposition, a powerful methematical technique for analyzing certain types of complex problems in many areas of science and technology, has important application in ground-water hydraulics and modeling of ground-water systems. The principle of superposition states that solutions to individual problems can be added together to obtain solutions to complex problems. This principle applies to linear systems governed by linear differential equations. This report introduces the principle of superposition as it applies to groundwater hydrology and provides background information, discussion, illustrative problems with solutions, and problems to be solved by the reader. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84459","usgsCitation":"Reilly, T.E., Franke, O., and Bennett, G., 1984, The principle of superposition and its application in ground-water hydraulics: U.S. Geological Survey Open-File Report 84-459, vi, 36 p. :ill. ;28 cm., https://doi.org/10.3133/ofr84459.","productDescription":"vi, 36 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":112992,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0459/report.pdf","size":"3087","linkFileType":{"id":1,"text":"pdf"}},{"id":147427,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0459/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db641cb8","contributors":{"authors":[{"text":"Reilly, T. E.","contributorId":79460,"corporation":false,"usgs":true,"family":"Reilly","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":171429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Franke, O.L.","contributorId":57082,"corporation":false,"usgs":true,"family":"Franke","given":"O.L.","affiliations":[],"preferred":false,"id":171428,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bennett, G.D.","contributorId":81073,"corporation":false,"usgs":true,"family":"Bennett","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":171430,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":9399,"text":"ofr84808 - 1984 - Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr84808","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-808","title":"Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma","docAbstract":"The data contained in this report were gathered during the period 1982 to 1984 for use in constructing a digital model of the North Canadian River from Lake Overholser, in the western part of Oklahoma City, to Lake Eufaula, in eastern Oklahoma. Locations of test holes and sampling sites are show in figure 1.\r\nInformation on well depths and water levels in table 1 was gathered in the summer of 1982. Some information in the table was reported by well owners.\r\n\r\nField water-quality data for water temperatures, specific conductance, and pH were measured at the time the wells were inventoried in 1982 and appear in table 2.\r\n\r\nForty-nine test holes were augered to provide more comprehensive lithologic and water-level data along the North Canadian River. Lithologic logs of these test holes appear in table 3. Thirty-eight of the test holes were completed as observations wells by placing perforated plastic casing in the holes. Water levels were measured in these observations wells from the time of completion in mid-1982 through mid-1984. Hydrographs of the observation wells are shown in figures 2 through 15. The data are presented graphically for clarity.\r\n\r\nHydrographs of water-level fluctuations in two wells equipped with continuous water-level recorders and hydrographs of stage fluctuations on the North Canadian River at nearby gaging stations are shown in figures 16 and 17.\r\n\r\nTwo sets of low-flow measurements for the North Canadian River showing gains and losses in flow between measuring sites in the reach from Lake Overholser to Lake Eufaula are given in table 4. Measurements of flow on tributary streams are also given in this table.\r\n\r\nAnalyses of water-quality samples collected at the time of the low-flow measurements are given in table 5.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84808","usgsCitation":"Havens, J., 1984, Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma: U.S. Geological Survey Open-File Report 84-808, iv,49 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84808.","productDescription":"iv,49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142940,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0808/report-thumb.jpg"},{"id":37115,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0808/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60705e","contributors":{"authors":[{"text":"Havens, J.S.","contributorId":12043,"corporation":false,"usgs":true,"family":"Havens","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":159618,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18379,"text":"ofr84243 - 1984 - Brief statement on the hydrology of the Sampit River area near Georgetown, South Carolina","interactions":[],"lastModifiedDate":"2016-12-14T13:46:52","indexId":"ofr84243","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-243","title":"Brief statement on the hydrology of the Sampit River area near Georgetown, South Carolina","docAbstract":"The Carolina Refining and Distributing Company is planning to locate an oil-refining plant near Georgetown, South Carolina. To aid in the preparation of an environmental impact statement, a description of the stratigraphy, ground-water resources, and an assessment of possible seismic activity that may occur in the Winyah Bay vicinity has been prepared. Additional data will be required to quantitatively evaluate the impact of an oil spill on the shallow aquifer in the area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84243","usgsCitation":"Cahill, J., 1984, Brief statement on the hydrology of the Sampit River area near Georgetown, South Carolina: U.S. Geological Survey Open-File Report 84-243, iv, 18 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84243.","productDescription":"iv, 18 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":152088,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0243/report-thumb.jpg"},{"id":47725,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0243/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","city":"Georgetown","otherGeospatial":"Sampit River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -79.4143295288086,\n 33.249311551355\n ],\n [\n -79.4143295288086,\n 33.421985709613296\n ],\n [\n -79.26120758056639,\n 33.421985709613296\n ],\n [\n -79.26120758056639,\n 33.249311551355\n ],\n [\n -79.4143295288086,\n 33.249311551355\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb370","contributors":{"authors":[{"text":"Cahill, J.M.","contributorId":12509,"corporation":false,"usgs":true,"family":"Cahill","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":179015,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9365,"text":"ofr84821 - 1984 - Water-quality data for aquifers in east-central New Jersey, 1981-82","interactions":[],"lastModifiedDate":"2012-02-02T00:06:00","indexId":"ofr84821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-821","title":"Water-quality data for aquifers in east-central New Jersey, 1981-82","docAbstract":"Data are presented in tables for 238 wells representing nine aquifers underlying the New Jersey Coastal Plain. Approximately two-thirds of these wells are screened in the unconfined Kirkwood-Cohansey aquifer system, the principal source of groundwater in the study area. In addition, seven local streams were sampled in their headwaters under base flow conditions. Field measurements include water temperature, specific conductance, pH, and alkalinity; laboratory determinations include common inorganic ions, nutrients, trace metals, dissolved organic carbon, and volatile organic compounds. Other tables include lithology and hydrologic characteristics of geologic units, well-construction data, and median and extreme values of constituents in water of the Kirkwood-Cohansey aquifer system. A plate shows all sampling sites and presents three hydrogeologic sections delineating subsurface relationships. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84821","usgsCitation":"Harriman, D., and Voronin, L., 1984, Water-quality data for aquifers in east-central New Jersey, 1981-82: U.S. Geological Survey Open-File Report 84-821, iv, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84821.","productDescription":"iv, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":140876,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0821/report-thumb.jpg"},{"id":37075,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0821/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37076,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0821/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b7e4b07f02db5cc552","contributors":{"authors":[{"text":"Harriman, D.A.","contributorId":27860,"corporation":false,"usgs":true,"family":"Harriman","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":159549,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voronin, L. M.","contributorId":93486,"corporation":false,"usgs":true,"family":"Voronin","given":"L. M.","affiliations":[],"preferred":false,"id":159550,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":18561,"text":"ofr84132 - 1984 - Water quality of the tidal Potomac River and Estuary; hydrologic data report supplement, 1979 through 1981 water years","interactions":[],"lastModifiedDate":"2012-02-02T00:07:32","indexId":"ofr84132","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-132","title":"Water quality of the tidal Potomac River and Estuary; hydrologic data report supplement, 1979 through 1981 water years","docAbstract":"This report is a companion report to the U.S. Geological Survey 1979, 1980, and 1981 Hydrologic Data Reports of the tidal Potomac River and Estuary. It contains values of biochemical oxygen demand and specific rate constants, incident light and light attenuation measurements; numbers of phytoplankton, fecal coliform and fecal streptococci, cross-sectional averages from field measurements of dissolved oxygen, pH, specific conductance , and temperature data; and cross-sectional averages of chlorophyll data. Sewage treatment plant loads are also included. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey :\r\nOpen-File Services Section, Western Distribution Branch,","doi":"10.3133/ofr84132","usgsCitation":"Coupe, R., and Webb, W., 1984, Water quality of the tidal Potomac River and Estuary; hydrologic data report supplement, 1979 through 1981 water years: U.S. Geological Survey Open-File Report 84-132, iii, 360 p. :ill. ;28 cm., https://doi.org/10.3133/ofr84132.","productDescription":"iii, 360 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151606,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0132/report-thumb.jpg"},{"id":47913,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0132/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9817","contributors":{"authors":[{"text":"Coupe, R.H.","contributorId":84778,"corporation":false,"usgs":true,"family":"Coupe","given":"R.H.","affiliations":[],"preferred":false,"id":179340,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Webb, W.E.","contributorId":85247,"corporation":false,"usgs":true,"family":"Webb","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":179341,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":18181,"text":"ofr84139 - 1984 - Hydrologic data for the Larimer-Weld regional water-monitoring program, Colorado, 1975-82","interactions":[],"lastModifiedDate":"2012-02-02T00:07:19","indexId":"ofr84139","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-139","title":"Hydrologic data for the Larimer-Weld regional water-monitoring program, Colorado, 1975-82","docAbstract":"The Larimer-Weld, Colorado, regional Monitoring Program was begun in 1976 to provide information on the quality and quantity of the surface-water resources in the area. Three stations on the big Thompson River and five stations on the Cache La Poudre River were selected for a data-collection network. Four previously established stations were added to complete the data-collection network: Horsetooth Reservoir, Joe Wright Creek above and below Joe Wright Reservoir, and Michigan River near Cameron Pass. Station description, location, and period of record are given for each station. A statistical summary of the water-quality data for each station is tabulated. Frequency of occurrence is given at the 95th, 75th, 50th, and 25th percentiles. Monthly water-quality data and daily average streamflow data are tabulated for each streamflow station for which this data was collected; Monthly contents data are presented for Horsetooth Reservoir. All data tabulated and summarized are from the period October 1, 1975, through September 30, 1982. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84139","usgsCitation":"Blakely, S.R., and Steinheimer, J., 1984, Hydrologic data for the Larimer-Weld regional water-monitoring program, Colorado, 1975-82: U.S. Geological Survey Open-File Report 84-139, iv, 205 p. :map ;28 cm., https://doi.org/10.3133/ofr84139.","productDescription":"iv, 205 p. :map ;28 cm.","costCenters":[],"links":[{"id":150290,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0139/report-thumb.jpg"},{"id":47545,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0139/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c711","contributors":{"authors":[{"text":"Blakely, S. R.","contributorId":34514,"corporation":false,"usgs":true,"family":"Blakely","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":178664,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Steinheimer, J.T.","contributorId":81121,"corporation":false,"usgs":true,"family":"Steinheimer","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":178665,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":18112,"text":"ofr8463 - 1984 - Geohydrologic data for test well USW G-4, Yucca Mountain area, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:16","indexId":"ofr8463","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-63","title":"Geohydrologic data for test well USW G-4, Yucca Mountain area, Nye County, Nevada","docAbstract":"Data are presented on drilling operations, lithology, borehole geophysics, hydrologic monitoring, core analysis, water chemistry, pumping tests, and packer-injection tests for test well USW G-4. The well is one of a series of test wells drilled in and near the southwestern part of the Nevada Test Site, Nye County, Nevada, in cooperation with the U.S. Department of Energy. These test wells are part of the Nevada Nuclear Waste Storage Investigations to identify suitable sites for underground storage of high-level radioactive wastes. Test well USW G-4 was drilled to a total depth of 915 meters through volcanic rocks, consisting mostly of ash-flow tuff. Depth of water in the well during and after drilling and testing ranged from 538 to 544 meters below land surface, at approximate altitude of 728 meters above sea level. Drawdown in the well was about 3 meters after test pumping more than 5,000 minutes at a rate of 16 liters per second. A borehold-flow survey indicated that almost all water withdrawn from the well was contributed by the zone between a depth of about 865 and 915 meters below land surface. Analysis of a composite water sample collected after well completion showed the water to contain 216 milligrams per liter of dissolved solids, with relatively large concentrations of silica, sodium, and bicarbonate. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8463","usgsCitation":"Bentley, C., 1984, Geohydrologic data for test well USW G-4, Yucca Mountain area, Nye County, Nevada: U.S. Geological Survey Open-File Report 84-63, v, 67 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8463.","productDescription":"v, 67 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":149312,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0063/report-thumb.jpg"},{"id":47467,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f1c","contributors":{"authors":[{"text":"Bentley, C.B.","contributorId":28223,"corporation":false,"usgs":true,"family":"Bentley","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":178569,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9617,"text":"ofr84867 - 1984 - Assessment of ground-water contamination by coal-tar derivatives, St. Louis Park area, Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T12:06:21","indexId":"ofr84867","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-867","title":"Assessment of ground-water contamination by coal-tar derivatives, St. Louis Park area, Minnesota","docAbstract":"

Operation of a coal-tar distillation and wood-preserving facility in St. Louis Park, Minnesota, during 1918-72 contaminated ground water with coal-tar derivatives and inorganic chemicals. Coal-tar derivatives entered the groundwater system through three major paths: (1) Spills and drippings that percolated to the water table, (2) surface runoff and plant process water that was discharged to wetlands south of the former plant site, and (3) movement of coal tar directly into bedrock aquifers through a multiaquifer well on the site.

\n

In the drift, Platteville, and St. Peter aquifers, ground water flows laterally from west to east and vertically downward. Near the former plant site, creosote-like organic fluids have migrated vertically downward through the drift and are being partially dissolved by ground water. Ground water has preferentially mobilized low-molecular-weight compounds such as phenolic compounds, alkyl-benzenes, and naphthalene, although polynuclear aromatic hydrocarbons as heavy as benzo(a)pyrene have been mobilized at low concentrations. Sorption of high-molecular-weight compounds has retarded their migration down the hydraulic gradient compared to low-molecular-weight compounds in the plume. Some simple phenolic compounds are being degraded to methane and carbon dioxide by bacteria under anaerobic conditions in the drift-PlattevilleSt. Peter aquifer system. Other low-molecular-weight aromatic compounds are apparently being degraded by aerobic bacteria at the periphery of the plume where oxygen is available. Intermediate degradation products such as volatile fatty acids are likely present, but complete conversion of the organic contaminants to innocuous inorganic substances has not been demonstrated. Near and south of 36th and Wooddale Avenues, contaminants enter the St. Peter aquifer where the Glenwood confining unit has been eroded in a buried bedrock valley. Contaminants previously entered the Prairie du Chien-Jordan aquifer through at least one multiaquif er well (W38). Other sources of contaminants and the low concentrations of contaminants hamper delineation of the maximum areal extent of contaminants that are resistant to biologic degradation. These biorefractory compounds will probably continue to migrate down the hydraulic gradients in the drift and Platteville and St. Peter aquifers.

\n

Of particular concern with respect to the health risk to humans are the polynuclear aromatic hydrocarbons, which are a major constituent of coal tar and are found in municipal wells near the site that are completed in the Prairie du Chien-Jordan aquifer. The Prairie du Chien-Jordan aquifer lies 250 to 500 feet below land surface and is relatively well protected from nearsurface sources of contamination by overlying rocks. However, the aquifer has been contaminated since at least 1932 because coal-tar derivatives have entered the aquifer through multiaquifer wells. The most significant single source of contamination in the aquifer is a well drilled on the site in 1917 (well W23) that has contained liquid coal-tar since at least 1958. The introduction, dissolution, and movement of this coal-tar in ground water has contaminated nearby municipal wells. The composition of the tar in well W23, and the ratio of concentrations of individual compounds in water from well W23 to those in municipal well SLP15, are consistent with known hydrologic, chemical, and biologic processes, and the conclusion that contaminants in well SLP15 are due primarily to contaminants introduced at well W23. Most of the major polynuclear aromatic hydrocarbons in the tar, although slightly soluble in water and strongly sorbed by aquifer materials, have moved greater distances at higher concentrations than have the lower-molecular-weight, more soluble compounds such as phenolic compounds and naphthalene. The latter are apparently being degraded by bacteria.

\n

The direction and rate of contaminant movement within the Prairie du Chien-Jordan aquifer changes with time because the ground-water-flow system continually adjusts to hydraulic stresses caused by ground-water withdrawals and flow through multiaquifer wells. Contaminants can move rapidly through the Prairie du Chien-Jordan because the upper part of the aquifer is a carbonate rock having fracture and solution-channel permeability, low effective porosity, and relatively small surface area for sorption. Consequently, the concentration and composition of contaminants in water pumped from individual industrial and municipal wells completed in the aquifer fluctuate with time. Although contaminants have been in the aquifer for at least 50 years and their spatial distribution is complex, concentrations remain highest near their points of introduction through multiaquifer wells near and on the site of the former plant.

\n

Contaminants reached the Ironton-Galesville aquifer through at least two deep multiaquifer wells (W23 and W38), but the extent of contamination in this aquifer, and in the underlying Mount Simon-Hinckley aquifer, is not known.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr84867","collaboration":"Prepared in cooperation with the Minnesota Department of Health, Minnesota Pollution Control Agency, City of St. Louis Park, and the U.S. Environmental Protection Agency","usgsCitation":"Hult, M.F., 1984, Assessment of ground-water contamination by coal-tar derivatives, St. Louis Park area, Minnesota: U.S. Geological Survey Open-File Report 84-867, v, 57 p., https://doi.org/10.3133/ofr84867.","productDescription":"v, 57 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":37343,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0867/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141739,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0867/report-thumb.jpg"}],"country":"United States","state":"Minnesota","city":"St. Louis Park","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.40164184570312,\n 44.918382411519346\n ],\n [\n -93.40164184570312,\n 44.966012492248325\n ],\n [\n -93.3024215698242,\n 44.966012492248325\n ],\n [\n -93.3024215698242,\n 44.918382411519346\n ],\n [\n -93.40164184570312,\n 44.918382411519346\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671fa2","contributors":{"authors":[{"text":"Hult, M. F.","contributorId":29817,"corporation":false,"usgs":true,"family":"Hult","given":"M.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":160002,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9672,"text":"ofr84612 - 1984 - Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","interactions":[{"subject":{"id":9672,"text":"ofr84612 - 1984 - Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","indexId":"ofr84612","publicationYear":"1984","noYear":false,"title":"Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":57994,"text":"pp1369 - 1986 - Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","indexId":"pp1369","publicationYear":"1986","noYear":false,"title":"Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado"},"id":1}],"supersededBy":{"id":57994,"text":"pp1369 - 1986 - Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","indexId":"pp1369","publicationYear":"1986","noYear":false,"title":"Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado"},"lastModifiedDate":"2020-06-12T20:58:33.037696","indexId":"ofr84612","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-612","title":"Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado","docAbstract":"On July 15, 1982, Lawn Lake Dam, a 26-foot-high earthfill irrigation dam built in 1903 in Rocky Mountain National Park, Colorado, failed, due to piping, releasing 674 acre-feet of water with a peak discharge of 18,000 cubic feet per second down the Roaring River. Three people were killed, and damages were estimated at $31 million. Cascade Lake Dam, downstream from Lawn Lake Dam, subsequently failed as a result of the flood, increasing the peak flow at this point from 7,210 cubic feet per second to 16,000 cubic feet per second. The flood wave took 3.28 hours to travel 12.5 miles to Lake Estes, where all the floodwater was stored. The channel of the Roaring River was scoured as much as 50 feet and widened 300 feet. An alluvial fan of 42.3 acres, containing 10 million cubic feet of material, was deposited at the mouth of the Roaring River, damming the Fall River and forming a 17-acre lake. Various methods were used to indirectly compute peak discharge, attenuation of flow, and flood traveltime. A version of the National Weather Service dam-break flood model was used to evaluate its performance on high-gradient streams, to provide supplemental hydrologic information, and to evaluate various scenarios of dam-break development. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84612","usgsCitation":"Jarrett, R., and Costa, J.E., 1984, Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado: U.S. Geological Survey Open-File Report 84-612, Report: viii, 117 p.; 2 Plates: 36.93 x 36.45 inches and 33.19 x 24.46 inches, https://doi.org/10.3133/ofr84612.","productDescription":"Report: viii, 117 p.; 2 Plates: 36.93 x 36.45 inches and 33.19 x 24.46 inches","costCenters":[],"links":[{"id":375604,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0612/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":375603,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0612/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":375602,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0612/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140922,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0612/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Larimer 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E.","contributorId":28977,"corporation":false,"usgs":true,"family":"Costa","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":160098,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9729,"text":"ofr84462 - 1984 - Background hydrologic information in potential lignite mining areas in northeastern Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:06:30","indexId":"ofr84462","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-462","title":"Background hydrologic information in potential lignite mining areas in northeastern Mississippi","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84462","usgsCitation":"Kalkhoff, S., 1984, Background hydrologic information in potential lignite mining areas in northeastern Mississippi: U.S. Geological Survey Open-File Report 84-462, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84462.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":144228,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0462/report-thumb.jpg"},{"id":37474,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0462/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64adbf","contributors":{"authors":[{"text":"Kalkhoff, S. J.","contributorId":28967,"corporation":false,"usgs":true,"family":"Kalkhoff","given":"S. J.","affiliations":[],"preferred":false,"id":160199,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25856,"text":"wri824114 - 1984 - Water-resources appraisal of the upper Arkansas River basin from Leadville to Pueblo, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri824114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82-4114","title":"Water-resources appraisal of the upper Arkansas River basin from Leadville to Pueblo, Colorado","docAbstract":"Water used for agriculture and stock and municipal supplies in the upper Arkansas River basin is derived mostly from the Arkansas River and its tributaries. The flow regime of the river has been altered by increased reservoir capacities and importation of 69,200 acre-feet per year from the Colorado River drainage through transmountain diversions. An estimated 10.2 million acre-feet of hydrologically recoverable water is present in the first 200 feet of basin-fill alluvium. Well yields of 300 gallons per minute have been reported for the Dakota-Purgatoire aquifer aquifer located east of Canon City. Water quality of ground- and surface-water resources are generally acceptable for agriculture and stock watering, but concentrations of iron, manganese, sulfate, pH, and hardness may exceed recommended drinking-water criteria during periods of river low flow. Concentrations of mercury, selenium, and select radiochemical constituents also were high in the Dakota-Purgatoire aquifer. Dissolved solids increased downstream and in local areas as a result of water use and in the Leadville area because of mine drainage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824114","usgsCitation":"Crouch, T.M., Cain, D., Abbott, P., Penley, R., and Hurr, R., 1984, Water-resources appraisal of the upper Arkansas River basin from Leadville to Pueblo, Colorado: U.S. Geological Survey Water-Resources Investigations Report 82-4114, vii, 123 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri824114.","productDescription":"vii, 123 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":122915,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4114/report-thumb.jpg"},{"id":54602,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54603,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54604,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54605,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54606,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54607,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54608,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54609,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4114/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54610,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4114/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9d1f","contributors":{"authors":[{"text":"Crouch, T. M.","contributorId":106163,"corporation":false,"usgs":true,"family":"Crouch","given":"T.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195364,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":195363,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Abbott, P.O.","contributorId":21154,"corporation":false,"usgs":true,"family":"Abbott","given":"P.O.","email":"","affiliations":[],"preferred":false,"id":195361,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Penley, R.D.","contributorId":45349,"corporation":false,"usgs":true,"family":"Penley","given":"R.D.","affiliations":[],"preferred":false,"id":195362,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":195360,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":30274,"text":"wri834161 - 1984 - Water resources of Kosrae, Caroline Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4161","title":"Water resources of Kosrae, Caroline Islands","docAbstract":"Kosrae is a high volcanic island about 42 square miles in area and the easternmost of the Caroline Islands. Mount Finkol (Mt. Crozer), at 2,065 feet, is the highest point on the island. Mountainous ridges descend sharply to narrow coastal strips which support a population of 5,500 people. Many streams, some quite large relative to the size of the island, drain radially from the interior. The average annual discharge of surface water amounts to almost 7 million gallons per square mile per day. Annual rainfall for coastal areas on Kosrae averages about 200 inches, and is similar to the rainfall for coastal areas on the island of Ponape, about 340 statute miles to the northwest. Rainfall in the interior was estimated at 225 inches per year of which about two thirds runs off as streamflow. Surface-water quality is very good as shown by 42 chemical analyses of water from 12 streams. This report summarizes in one volume the hydrologic data collected and provides interpretations that can be used by planning and public works officials as a basis for making decisions on the development and management of their water resources. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834161","usgsCitation":"Van der Brug, O., 1984, Water resources of Kosrae, Caroline Islands: U.S. Geological Survey Water-Resources Investigations Report 83-4161, xii, 143 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834161.","productDescription":"xii, 143 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159332,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4161/report-thumb.jpg"},{"id":59057,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4161/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e5aa7","contributors":{"authors":[{"text":"Van der Brug, Otto","contributorId":37347,"corporation":false,"usgs":true,"family":"Van der Brug","given":"Otto","email":"","affiliations":[],"preferred":false,"id":202969,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30275,"text":"wri834139 - 1984 - Water resources of Ponape, Caroline Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834139","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4139","title":"Water resources of Ponape, Caroline Islands","docAbstract":"Ponape is the third largest island in the western Pacific, with a land area of 129 square miles. The island is volcanic, nearly circular in shape, and covered with lush tropical vegetation. The mountainous interior has the highest peaks in the western Pacific. Annual rainfall at Kolonia and other coastal areas is 191 inches. Inland at higher elevations, the rainfall is considerably higher. The upper Nanpil River basin averages about 340 inches annually. Runoff-to-rainfall ratios for Ponapean streams show that about two thirds of the rain falling on the island runs off. Flow-duration curves show the similarity of the geology, vegetation, and rainfall of the drainage basins and indicate little ground-water contribution to surface runoff. Surface-water quality is excellent as shown by 53 chemical anlyses of water from 19 streams. Water of the Nanpil River, the source of water for the central water system, is especially low in dissolved elements and solids. This report summarizes in one volume all the hydrologic data collected and provides analyses that may be used by planning and public works officials as a basis for making decisions on the development and management of their water resources. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri834139","usgsCitation":"Van der Brug, O., 1984, Water resources of Ponape, Caroline Islands: U.S. Geological Survey Water-Resources Investigations Report 83-4139, xiii, 171 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834139.","productDescription":"xiii, 171 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123569,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4139/report-thumb.jpg"},{"id":59058,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4139/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e59c3","contributors":{"authors":[{"text":"Van der Brug, Otto","contributorId":37347,"corporation":false,"usgs":true,"family":"Van der Brug","given":"Otto","email":"","affiliations":[],"preferred":false,"id":202970,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38497,"text":"pp1375 - 1984 - Geological Survey research, fiscal year 1981","interactions":[{"subject":{"id":70180414,"text":"70180414 - 1984 - Offset of Tertiary arcs on the Alaska Peninsula: A section in Geological Survey research, fiscal year 1981","indexId":"70180414","publicationYear":"1984","noYear":false,"title":"Offset of Tertiary arcs on the Alaska Peninsula: A section in Geological Survey research, fiscal year 1981"},"predicate":"IS_PART_OF","object":{"id":38497,"text":"pp1375 - 1984 - Geological Survey research, fiscal year 1981","indexId":"pp1375","publicationYear":"1984","noYear":false,"title":"Geological Survey research, fiscal year 1981"},"id":1}],"lastModifiedDate":"2018-06-12T12:51:59","indexId":"pp1375","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1375","title":"Geological Survey research, fiscal year 1981","docAbstract":"

A summary of recent significant scientific and economic results accompanied by a list of geologic, hydrologic, and cartographic investigations in progress.

","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1375","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Geological Survey research, fiscal year 1981: U.S. Geological Survey Professional Paper 1375, vii, 424 p., https://doi.org/10.3133/pp1375.","productDescription":"vii, 424 p.","costCenters":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true},{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"links":[{"id":65211,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1375/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119147,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1375/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6673b2","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529858,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30317,"text":"wri844267 - 1984 - Hydrology of Yucca Mountain and vicinity, Nevada-California — Investigative results through mid-1983","interactions":[],"lastModifiedDate":"2022-01-10T20:59:45.500688","indexId":"wri844267","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4267","title":"Hydrology of Yucca Mountain and vicinity, Nevada-California — Investigative results through mid-1983","docAbstract":"

Yucca Mountain, Nevada, is one of several sites under consideration for construction of the first repository for high-level nuclear waste. The climate is arid; few perennial streams are present in the region. Flash floods occasionally occur. The site is underlain by at least 1,800 meters of volcanic tuffs of Tertiary age; limestones and dolomites of Paleozoic age underlie much of the surrounding region, and, together with alluvial deposits, comprise the major aquifers. Yucca Mountain is in the Alkali Flat-Furnace Creek Ranch ground-water subbasin, which is part of the Death Valley ground-water basin. Discharge occurs at Alkali Flat almost entirely by evapotranspiration, and at Furnace Creek Ranch from small springs and seeps. Beneath Yucca Mountain, depth to water ranges from about 460 to 700 meters; the rock under consideration for construction of the repository is in the unsaturated zone. Rate of recharge at Yucca Mountain is small, perhaps much less than 5 millimeters per year. Within the saturated zone, water movement is principally along fractures. The hydraulic gradient is small east (downgradient) of Yucca Mountain, and increases to the north and west. Lack of effective-porosity data presently precludes accurate calculation of flow velocity and travel times. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844267","usgsCitation":"Waddell, R.K., Robison, J.H., and Blankennagel, R., 1984, Hydrology of Yucca Mountain and vicinity, Nevada-California — Investigative results through mid-1983: U.S. Geological Survey Water-Resources Investigations Report 84-4267, vi, 72 p., https://doi.org/10.3133/wri844267.","productDescription":"vi, 72 p.","costCenters":[],"links":[{"id":394133,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36112.htm"},{"id":59109,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4267/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124093,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4267/report-thumb.jpg"}],"country":"United States","state":"California, Nevada","otherGeospatial":"Yucca Mountain and vicinity","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -118,\n 35.833\n ],\n [\n -114.5670,\n 35.833\n ],\n [\n -114.5670,\n 38.466\n ],\n [\n -118,\n 38.466\n ],\n [\n -118,\n 35.833\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604816","contributors":{"authors":[{"text":"Waddell, R. K.","contributorId":25560,"corporation":false,"usgs":true,"family":"Waddell","given":"R.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":203045,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robison, J. H.","contributorId":60183,"corporation":false,"usgs":true,"family":"Robison","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":203046,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Blankennagel, R. K.","contributorId":65078,"corporation":false,"usgs":true,"family":"Blankennagel","given":"R. K.","affiliations":[],"preferred":false,"id":203047,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30276,"text":"wri834140 - 1984 - Water resources of the Palau Islands","interactions":[],"lastModifiedDate":"2022-11-29T22:15:11.340553","indexId":"wri834140","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4140","title":"Water resources of the Palau Islands","docAbstract":"

The Palau Islands are a group of 350 islands, ranging in size from a few hundred square feet to the 153-square-mile island of Babelthuap. Babelthuap is the second largest island in the Western Pacific and comprises more than 80 percent of the total land area of the Palau Islands. Most of the islands are uninhabited limestone ridges covered with dense vegetation. These islands have no freshwater resources and are not included in this report. The island of Koror with an area of 3.6 square miles is the administrative, commercial, and population center of Palau and has an annual average rainfall of 148 inches. Short-term rainfall records at other locations in the islands indicate little variation in annual rainfall throughout the Palau Islands. Runoff-to-rainfall ratios for streams on Babelthuap show that about 70 percent of the rain falling on the island runs off to the ocean. The uniformity of rainfall and basin characteristics is shown by the excellent correlation between mean annual rainfall on Koror and streamflow on Babelthuap and by the close correlations between discharge at gaging stations and partial-record sites. Surface water quality is generally very good as shown by 55 chemical analyses of water from 18 sources. The dissolved solids concentration of water samples did not exceed 66 milligrams per liter. This report summarizes in one volume hydrologic data collection in a 14-year period of study and provides interpretations of the data than can be used by planners and public works officials as a basis for making decisions on the development and management of the islands' water resources.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834140","usgsCitation":"Van der Brug, O., 1984, Water resources of the Palau Islands: U.S. Geological Survey Water-Resources Investigations Report 83-4140, xv, 223 p., https://doi.org/10.3133/wri834140.","productDescription":"xv, 223 p.","costCenters":[],"links":[{"id":59059,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4140/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4140/report-thumb.jpg"},{"id":409834,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49172.htm","linkFileType":{"id":5,"text":"html"}}],"country":"Palau","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n 136.28585660261035,\n 9.369004033133194\n ],\n [\n 131.81422816592465,\n 9.369004033133194\n ],\n [\n 131.81422816592465,\n 4.266662315304046\n ],\n [\n 136.28585660261035,\n 4.266662315304046\n ],\n [\n 136.28585660261035,\n 9.369004033133194\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b8e4b07f02db5ccfe6","contributors":{"authors":[{"text":"Van der Brug, Otto","contributorId":37347,"corporation":false,"usgs":true,"family":"Van der Brug","given":"Otto","email":"","affiliations":[],"preferred":false,"id":202971,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27841,"text":"wri834207 - 1984 - Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2","interactions":[],"lastModifiedDate":"2022-01-18T22:40:21.549985","indexId":"wri834207","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4207","title":"Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2","docAbstract":"In response to the increasing demand on water supplies and declining water levels in eastern San Joaquin County, the U.S. Geological Survey, in cooperation with the San Joaquin County Flood Control and Water Conservation District, is evaluating the potential for artificially recharging the aquifer system in eastern San Joaquin County, Calif. Phase 1 of this study evaluated the geologic and hydrological conditions in the area and selected 20 drill sites in three areas of high potential for artificial recharge of the aquifer system. In phase 2, test holes were drilled. This report is on phase 2, and summarizes the data collected during the drilling and evaluates the suitability of the drilled areas for their potential for artificial recharge. Two areas seem to have a fair potential for artificial recharge of the aquifer system using the basin-spreading method: (1) The flood plain area along the Mokelumne River north of Lockeford, and (2) an area northeast of Linden along the Calaveras River. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834207","usgsCitation":"Ireland, R.L., 1984, Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 2: U.S. Geological Survey Water-Resources Investigations Report 83-4207, Report: iv, 28 p.; 2 Plates: 29.24 × 35.17 inches and 34.60 × 27.49 inches, https://doi.org/10.3133/wri834207.","productDescription":"Report: iv, 28 p.; 2 Plates: 29.24 × 35.17 inches and 34.60 × 27.49 inches","costCenters":[],"links":[{"id":56669,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56668,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4207/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394484,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35850.htm"},{"id":56667,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4207/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4207/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Joaquin County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.25,\n 37.8740\n ],\n [\n -120.917,\n 37.8740\n ],\n [\n -120.917,\n 38.25\n ],\n [\n -121.25,\n 38.25\n ],\n [\n -121.25,\n 37.8740\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1fc","contributors":{"authors":[{"text":"Ireland, R. L.","contributorId":89893,"corporation":false,"usgs":true,"family":"Ireland","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198763,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}