{"pageNumber":"2037","pageRowStart":"50900","pageSize":"25","recordCount":68919,"records":[{"id":28744,"text":"wri834246 - 1984 - Ground water in the Fresno area, California; preliminary report","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834246","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":"83-4246","title":"Ground water in the Fresno area, California; preliminary report","docAbstract":"The U.S. Geological Survey, in cooperation with Fresno County, is developing a computer model of the unconfined aquifer system in the Fresno area. In the area, consolidated rocks are overlain by unconsolidated deposits. The unconsolidated deposits are divided into a lower fine-grained unit and an overlying coarse-grained unit. The system is assumed to be a single unconfined unit. The top of the system is the water table and the bottom is the base of the coarse-grained deposits. The northeastern boundary is the only natural lateral hydrologic boundary. The other lateral boundaries are placed so that errors along them will not affect heads in the area of interest. Initial heads for 1943, hydraulic conductivity, and bottom elevations were used in a steady-state model that generated net flux values. It is anticipated that most of the remaining effort will center on model calibration. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834246","usgsCitation":"Mitten, H., 1984, Ground water in the Fresno area, California; preliminary report: U.S. Geological Survey Water-Resources Investigations Report 83-4246, iv, 15 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834246.","productDescription":"iv, 15 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122659,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4246/report-thumb.jpg"},{"id":57594,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4246/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db6744c4","contributors":{"authors":[{"text":"Mitten, H. T.","contributorId":88735,"corporation":false,"usgs":true,"family":"Mitten","given":"H. T.","affiliations":[],"preferred":false,"id":200326,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27871,"text":"wri844201 - 1984 - Hydrogeology of eastern Michaud Flats, Fort Hall Indian Reservation, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri844201","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":"84-4201","title":"Hydrogeology of eastern Michaud Flats, Fort Hall Indian Reservation, Idaho","docAbstract":"Groundwater in Michaud Flats, southeastern Idaho, is developed extensively for irrigation and industry. Extensive clay beds overlie the Bighole Basalt and Sunbeam Formation, which yield most of the water for irrigation and industrial wells; artesian aquifers in these rock units have heads below land surface and near those in the shallow water-table aquifer in the overlying Michaud Gravel. Transmissivities in artesian aquifers range from 19,6000 to 444,000 feet squared per day. High levels of arsenic were detected in groundwater in the Flats in 1972. During 1982, concentrations of arsenic twice exceeded the recommended drinking water limit of 50 micrograms per liter. Concentrations of other chemical constituents were generally within drinking water limits. Stable-isotope data suggest more than one source of aquifer recharge and indicate some mixing between waters from industrial ponds and local groundwater. Management alternatives are being implemented by two industries for control of groundwater contamination. These include reduction of effluent, installation of liners and leachate recovery systems in ponds, and removal and reclamation of precipitates in old slurry and evaporation ponds. Six sites will be monitored through 1985 to determine changes in groundwater chemistry and migration of contaminants. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri844201","usgsCitation":"Jacobson, N., 1984, Hydrogeology of eastern Michaud Flats, Fort Hall Indian Reservation, Idaho: U.S. Geological Survey Water-Resources Investigations Report 84-4201, iv, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844201.","productDescription":"iv, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123972,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4201/report-thumb.jpg"},{"id":56695,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4201/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db624698","contributors":{"authors":[{"text":"Jacobson, N.D.","contributorId":105302,"corporation":false,"usgs":true,"family":"Jacobson","given":"N.D.","email":"","affiliations":[],"preferred":false,"id":198820,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1291,"text":"wsp2238 - 1984 - Interpolating water-table altitudes in west-central Kansas using kriging techniques","interactions":[{"subject":{"id":8646,"text":"ofr811062 - 1981 - Interpolating water-table altitudes in west-central Kansas using kriging techniques","indexId":"ofr811062","publicationYear":"1981","noYear":false,"title":"Interpolating water-table altitudes in west-central Kansas using kriging techniques"},"predicate":"SUPERSEDED_BY","object":{"id":1291,"text":"wsp2238 - 1984 - Interpolating water-table altitudes in west-central Kansas using kriging techniques","indexId":"wsp2238","publicationYear":"1984","noYear":false,"title":"Interpolating water-table altitudes in west-central Kansas using kriging techniques"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp2238","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2238","title":"Interpolating water-table altitudes in west-central Kansas using kriging techniques","docAbstract":"Kriging is a regionalization technique that incorporates the autocorrelation between known data values in its estimation of values at unmeasured sites. This technique is reproducible, accepts irregularly spaced data, uses only measured values closely surrounding points at which values are estimated, is an exact interpolator at measured data points, and calculates an error of estimate. \r\n\r\nKriging was used to interpolate water-table altitudes for 1978 and an average 1978-80 for the Ogallala aquifer in the Western Kansas Groundwater Management District No. 1. An altitude and an error of estimate were provided at the center of each one-mile section of the district. The data were related to altitudes of the bedrock and the 1950 water table. A digital-contouring procedure was used to construct maps of the water table for 1978 and for the average 1978-80, the errors of estimate, the saturated thickness of the aquifer for 1978 and for the average 1978-80, and the percentage changes in saturated thickness since 1950. Maps made by kriging compared favorably with maps contoured manually by the point-intersection method.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2238","usgsCitation":"Dunlap, L.E., and Spinazola, J.M., 1984, Interpolating water-table altitudes in west-central Kansas using kriging techniques: U.S. Geological Survey Water Supply Paper 2238, iv, 19 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2238.","productDescription":"iv, 19 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137017,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2238/report-thumb.jpg"},{"id":26272,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0743","contributors":{"authors":[{"text":"Dunlap, L. E.","contributorId":45685,"corporation":false,"usgs":true,"family":"Dunlap","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143510,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spinazola, Joseph M.","contributorId":102044,"corporation":false,"usgs":true,"family":"Spinazola","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":143511,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20388,"text":"ofr8462 - 1984 - A selected bibliography of water resources publications for Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:07:50","indexId":"ofr8462","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":"84-62","title":"A selected bibliography of water resources publications for Mississippi","docAbstract":"Hydrologic data were collected at 15 stream sites draining potential lignite areas in Calhoun, Montgomery, and Webster Counties during a period of low streamflow. The total dissolved solids ranged from 25 to 14.9 mg/L and most major ion concentrations were less and suspended sediment concentrations were less than 30 mg/L. The pH ranged from 6.7 to 8.1 units. Aluminum concentrations ranged from less than 100 to 500 micrograms per liter. Chromium and zinc concentrations ranged from 1 to 10 micrograms per gram and mercury concentrations ranged from 0.01 to 0.04 micrograms per gram in bottom material. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8462","usgsCitation":"Parker, G., Walker, D., and Moss, C., 1984, A selected bibliography of water resources publications for Mississippi: U.S. Geological Survey Open-File Report 84-62, iii, 80 p. :maps ;28 cm., https://doi.org/10.3133/ofr8462.","productDescription":"iii, 80 p. :maps ;28 cm.","costCenters":[],"links":[{"id":153628,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0062/report-thumb.jpg"},{"id":49937,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a655e","contributors":{"authors":[{"text":"Parker, G.G.","contributorId":107723,"corporation":false,"usgs":true,"family":"Parker","given":"G.G.","email":"","affiliations":[],"preferred":false,"id":182567,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Walker, Debbe","contributorId":68762,"corporation":false,"usgs":true,"family":"Walker","given":"Debbe","email":"","affiliations":[],"preferred":false,"id":182566,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moss, Carol","contributorId":35340,"corporation":false,"usgs":true,"family":"Moss","given":"Carol","affiliations":[],"preferred":false,"id":182565,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27884,"text":"wri834115D - 1984 - Map showing outcrops of Pre-Quaternary ash-flow tuffs and volcaniclastic rocks, Basin and Range Province, Northern California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri834115D","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":"83-4115","chapter":"D","title":"Map showing outcrops of Pre-Quaternary ash-flow tuffs and volcaniclastic rocks, Basin and Range Province, Northern California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834115D","usgsCitation":"Jenness, J.E., Grose, T., and Lopez, D.A., 1984, Map showing outcrops of Pre-Quaternary ash-flow tuffs and volcaniclastic rocks, Basin and Range Province, Northern California: U.S. Geological Survey Water-Resources Investigations Report 83-4115, 6 p. :map ;28 cm., https://doi.org/10.3133/wri834115D.","productDescription":"6 p. :map ;28 cm.","costCenters":[],"links":[{"id":121817,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4115d/report-thumb.jpg"},{"id":56706,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4115d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56707,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4115d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a3840","contributors":{"authors":[{"text":"Jenness, J. E.","contributorId":23580,"corporation":false,"usgs":true,"family":"Jenness","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198844,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grose, T.L.","contributorId":101701,"corporation":false,"usgs":true,"family":"Grose","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":198846,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lopez, D. A.","contributorId":99983,"corporation":false,"usgs":true,"family":"Lopez","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198845,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57271,"text":"wdrMT831 - 1984 - Water resources data, Montana water year 1983, Volume 1: Hudson Bay and Missouri River Basins","interactions":[],"lastModifiedDate":"2020-08-21T17:41:13.435883","indexId":"wdrMT831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"MT-83-1","title":"Water resources data, Montana water year 1983, Volume 1: Hudson Bay and Missouri River Basins","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrMT831","usgsCitation":"Shields, R., Knapton, J.R., White, M.K., Jacobson, M., and Kasman, M., 1984, Water resources data, Montana water year 1983, Volume 1: Hudson Bay and Missouri River Basins: 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,{"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 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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":27974,"text":"wri844052 - 1984 - Enhanced job control language procedures for the SIMSYS2D two-dimensional water-quality simulation system","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri844052","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":"84-4052","title":"Enhanced job control language procedures for the SIMSYS2D two-dimensional water-quality simulation system","docAbstract":"The SIMSYS2D two-dimensional water-quality simulation system is a large-scale digital modeling software system used to simulate flow and transport of solutes in freshwater and estuarine environments. Due to the size, processing requirements, and complexity of the system, there is a need to easily move the system and its associated files between computer sites when required. A series of job control language (JCL) procedures was written to allow transferability between IBM and IBM-compatible computers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844052","usgsCitation":"Karavitis, G., 1984, Enhanced job control language procedures for the SIMSYS2D two-dimensional water-quality simulation system: U.S. Geological Survey Water-Resources Investigations Report 84-4052, iii, 21 p. :ill. ;28 cm., https://doi.org/10.3133/wri844052.","productDescription":"iii, 21 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119954,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4052/report-thumb.jpg"},{"id":56793,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4052/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db60268e","contributors":{"authors":[{"text":"Karavitis, G.A.","contributorId":102527,"corporation":false,"usgs":true,"family":"Karavitis","given":"G.A.","affiliations":[],"preferred":false,"id":198993,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6997,"text":"ofr84288 - 1984 - Analytical results and sample locality map of stream-sediment, panned-concentrate, rock, and water samples from the Andrus Canyon, Grassy Mountain, Last Chance Canyon, Mustang Point, Nevershine Mesa, Pigeon Canyon, and Snap Point Wilderness Study Areas, Mohave County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:05:54","indexId":"ofr84288","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":"84-288","title":"Analytical results and sample locality map of stream-sediment, panned-concentrate, rock, and water samples from the Andrus Canyon, Grassy Mountain, Last Chance Canyon, Mustang Point, Nevershine Mesa, Pigeon Canyon, and Snap Point Wilderness Study Areas, Mohave County, Arizona","language":"ENGLISH","publisher":"U.S. Geological Survey,\r\nmaps,","doi":"10.3133/ofr84288","usgsCitation":"Hopkins, R., Fox, J.P., Campbell, W.L., and Antweiler, J., 1984, Analytical results and sample locality map of stream-sediment, panned-concentrate, rock, and water samples from the Andrus Canyon, Grassy Mountain, Last Chance Canyon, Mustang Point, Nevershine Mesa, Pigeon Canyon, and Snap Point Wilderness Study Areas, Mohave County, Arizona: U.S. Geological Survey Open-File Report 84-288, 34 p. 28 cm., https://doi.org/10.3133/ofr84288.","productDescription":"34 p. 28 cm.","costCenters":[],"links":[{"id":139807,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0288/report-thumb.jpg"},{"id":34286,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0288/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47dae4b07f02db4b6380","contributors":{"authors":[{"text":"Hopkins, R.T.","contributorId":80264,"corporation":false,"usgs":true,"family":"Hopkins","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":153843,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fox, J. P.","contributorId":90299,"corporation":false,"usgs":true,"family":"Fox","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":153844,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Campbell, W. L.","contributorId":46939,"corporation":false,"usgs":true,"family":"Campbell","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":153842,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Antweiler, J.C.","contributorId":35722,"corporation":false,"usgs":true,"family":"Antweiler","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":153841,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":27071,"text":"wri844085 - 1984 - Suitability of water quality for fish propagation, waterfowl habitat, livestock watering, and recreational use at 12 reservoirs in eastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri844085","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":"84-4085","title":"Suitability of water quality for fish propagation, waterfowl habitat, livestock watering, and recreational use at 12 reservoirs in eastern Montana","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844085","usgsCitation":"Ferreira, R.F., and Lambing, J., 1984, Suitability of water quality for fish propagation, waterfowl habitat, livestock watering, and recreational use at 12 reservoirs in eastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4085, iv, 96 p. :ill. ;28 cm., https://doi.org/10.3133/wri844085.","productDescription":"iv, 96 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158681,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4085/report-thumb.jpg"},{"id":55941,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4085/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6998b2","contributors":{"authors":[{"text":"Ferreira, R. F.","contributorId":80690,"corporation":false,"usgs":true,"family":"Ferreira","given":"R.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197507,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lambing, J. H.","contributorId":100860,"corporation":false,"usgs":true,"family":"Lambing","given":"J. H.","affiliations":[],"preferred":false,"id":197508,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9610,"text":"ofr84623 - 1984 - Ground-water data for Michigan 1983","interactions":[],"lastModifiedDate":"2016-12-29T10:55:50","indexId":"ofr84623","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":"84-623","title":"Ground-water data for Michigan 1983","docAbstract":"<p>Water levels, locations, depths, and aquifers tapped are given for 115 observation wells. Tabulated data include extremes of water levels for 1983 and for the period of record, pumpage of most major ground-water users in the State, and quality data on selected wells. The largest reported user of ground-water, the city of Lansing, pumped 8.1 billion gallons from the Saginaw Formation and glacial deposits. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/ofr84623","collaboration":"Prepared in cooperation with the Michigan Department of Natural Resources","usgsCitation":"Huffman, G., 1984, Ground-water data for Michigan 1983: U.S. Geological Survey Open-File Report 84-623, iv, 47 p., https://doi.org/10.3133/ofr84623.","productDescription":"iv, 47 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":141717,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0623/report-thumb.jpg"},{"id":37340,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0623/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":11536,"text":"ofr84227 - 1984 - The Hydrologic Instrumentation Facility of the U.S. Geological Survey","interactions":[],"lastModifiedDate":"2012-02-02T00:06:36","indexId":"ofr84227","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":"84-227","title":"The Hydrologic Instrumentation Facility of the U.S. Geological Survey","docAbstract":"The U.S. Geological Survey Water Resources Division has improved support to the agencies field offices by the consolidation of all instrumentation support services in a single facility. This facility known as the Hydrologic Instrumentation Facility (HIF) is located at the National Space Technology Laboratory, Mississippi, about 50 miles east of New Orleans, Louisiana. The HIF is responsible for design and development, testing, evaluation, procurement, warehousing, distribution and repair of a variety of specialized hydrologic instrumentation. The centralization has resulted in more efficient and effective support of the Survey 's hydrologic programs. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84227","usgsCitation":"Wagner, C.R., and Jeffers, S., 1984, The Hydrologic Instrumentation Facility of the U.S. Geological Survey: U.S. Geological Survey Open-File Report 84-227, i, 34 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr84227.","productDescription":"i, 34 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":144573,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0227/report-thumb.jpg"},{"id":39398,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0227/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c34f","contributors":{"authors":[{"text":"Wagner, C. R.","contributorId":102881,"corporation":false,"usgs":true,"family":"Wagner","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":163322,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jeffers, Sharon","contributorId":12862,"corporation":false,"usgs":true,"family":"Jeffers","given":"Sharon","email":"","affiliations":[],"preferred":false,"id":163321,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29404,"text":"wri844197 - 1984 - Ground-water level data and preliminary potentiometric-surface maps, Yucca Mountain and vicinity, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri844197","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":"84-4197","title":"Ground-water level data and preliminary potentiometric-surface maps, Yucca Mountain and vicinity, Nye County, Nevada","docAbstract":"The report contains a table of ground-water level data and two preliminary potentiometric-surface maps for the Yucca Mountain area. The water-level surface shown on the maps generally represents water-table (unconfined) conditions. The water table in the Yucca Mountain area occurs in ash-flow and air-fall tuffs of tertiary age. West of the crest of Yucca Mountain, water-level altitudes are about 775 meters above sea level. Along the eastern edge and southern end of Yucca Mountain, the potentiometic surface generally is nearly flat, is about 728 to 730 meters above sea level, and has a southeastward slope. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844197","usgsCitation":"Robison, J.H., 1984, Ground-water level data and preliminary potentiometric-surface maps, Yucca Mountain and vicinity, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4197, iii, 8 p. :maps ;28 cm., https://doi.org/10.3133/wri844197.","productDescription":"iii, 8 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119518,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4197/report-thumb.jpg"},{"id":58255,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66795b","contributors":{"authors":[{"text":"Robison, J. H.","contributorId":60183,"corporation":false,"usgs":true,"family":"Robison","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201476,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28728,"text":"wri844242 - 1984 - Oregon ground-water quality and its relation to hydrogeologic factors — A statistical approach","interactions":[],"lastModifiedDate":"2022-01-04T19:41:38.50013","indexId":"wri844242","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":"84-4242","title":"Oregon ground-water quality and its relation to hydrogeologic factors — A statistical approach","docAbstract":"<p>An appraisal of Oregon ground-water quality was made using existing data accessible through the U.S. Geological Survey computer system. The data available for about 1,000 sites were separated by aquifer units and hydrologic units. Selected statistical moments were described for 19 constituents including major ions. About 96 percent of all sites in the data base were sampled only once. The sample data were classified by aquifer unit and hydrologic unit and analysis of variance was run to determine if significant differences exist between the units within each of these two classifications for the same 19 constituents on which statistical moments were determined. Results of the analysis of variance indicated both classification variables performed about the same, but aquifer unit did provide more separation for some constituents. Samples from the Rogue River basin were classified by location within the flow system and type of flow system. The samples were then analyzed using analysis of variance on 14 constituents to determine if there were significant differences between subsets classified by flow path. Results of this analysis were not definitive, but classification as to the type of flow system did indicate potential for segregating water-quality data into distinct subsets.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844242","usgsCitation":"Miller, T.L., and Gonthier, J.B., 1984, Oregon ground-water quality and its relation to hydrogeologic factors — A statistical approach: U.S. Geological Survey Water-Resources Investigations Report 84-4242, vii, 88 p., https://doi.org/10.3133/wri844242.","productDescription":"vii, 88 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":393870,"rank":3,"type":{"id":36,"text":"NGMDB Index 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L.","contributorId":54557,"corporation":false,"usgs":true,"family":"Miller","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200301,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gonthier, J. B.","contributorId":63805,"corporation":false,"usgs":true,"family":"Gonthier","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":200302,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8696,"text":"ofr84711 - 1984 - Ground-water levels in Arkansas, spring 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:06:16","indexId":"ofr84711","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":"84-711","title":"Ground-water levels in Arkansas, spring 1984","docAbstract":"This report contains about 680 ground-water level measurements made in observation wells in Arkansas in the spring of 1984. In addition, the report contains well hydrographs relating to the alluvial aquifer and the Sparta Sand and Memphis Sand aquifers, the most important aquifers with respect to ground-water availability and use in Arkansas. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84711","usgsCitation":"Edds, J., 1984, Ground-water levels in Arkansas, spring 1984: U.S. Geological Survey Open-File Report 84-711, v, 58 p. :ill. ;28 cm., https://doi.org/10.3133/ofr84711.","productDescription":"v, 58 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":141775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0711/report-thumb.jpg"},{"id":36282,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0711/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640eea","contributors":{"authors":[{"text":"Edds, Joe","contributorId":48532,"corporation":false,"usgs":true,"family":"Edds","given":"Joe","email":"","affiliations":[],"preferred":false,"id":158171,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":40656,"text":"ofr84689 - 1984 - Buried or abandoned drainage in the Harlem 30ʹ x 60ʹ quadrangle, Montana [sheet 1]. Selected well data: Water quality, quantity, and depth to bedrock in the Harlem 30ʹ x 60ʹ quadrangle, Montana [sheet 2]","interactions":[],"lastModifiedDate":"2022-04-27T21:55:15.864701","indexId":"ofr84689","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":"84-689","title":"Buried or abandoned drainage in the Harlem 30ʹ x 60ʹ quadrangle, Montana [sheet 1]. Selected well data: Water quality, quantity, and depth to bedrock in the Harlem 30ʹ x 60ʹ quadrangle, Montana [sheet 2]","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84689","usgsCitation":"Patton, T.W., and Colton, R.B., 1984, Buried or abandoned drainage in the Harlem 30ʹ x 60ʹ quadrangle, Montana [sheet 1]. Selected well data: Water quality, quantity, and depth to bedrock in the Harlem 30ʹ x 60ʹ quadrangle, Montana [sheet 2]: U.S. Geological Survey Open-File Report 84-689, 2 Plates: 36.57 × 27.28 inches and 36.57 × 26.85 inches, https://doi.org/10.3133/ofr84689.","productDescription":"2 Plates: 36.57 × 27.28 inches and 36.57 × 26.85 inches","costCenters":[],"links":[{"id":136829,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":77742,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0689/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":77741,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0689/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","country":"United States","state":"Montana","otherGeospatial":"Harlem 30ʹ x 60ʹ quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109,\n              48.5\n            ],\n            [\n              -108,\n              48.5\n            ],\n            [\n              -108,\n              49\n            ],\n            [\n              -109,\n              49\n            ],\n            [\n              -109,\n              48.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f999e","contributors":{"authors":[{"text":"Patton, Thomas W.","contributorId":65322,"corporation":false,"usgs":true,"family":"Patton","given":"Thomas","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":223661,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Colton, Roger B.","contributorId":17967,"corporation":false,"usgs":true,"family":"Colton","given":"Roger","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":223660,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":11086,"text":"ofr84708 - 1984 - State hydrologic unit maps","interactions":[{"subject":{"id":11086,"text":"ofr84708 - 1984 - State hydrologic unit maps","indexId":"ofr84708","publicationYear":"1984","noYear":false,"title":"State hydrologic unit maps"},"predicate":"SUPERSEDED_BY","object":{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","indexId":"wsp2294","publicationYear":"1987","noYear":false,"title":"Hydrologic unit maps"},"id":1}],"supersededBy":{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","indexId":"wsp2294","publicationYear":"1987","noYear":false,"title":"Hydrologic unit maps"},"lastModifiedDate":"2012-02-02T00:06:26","indexId":"ofr84708","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":"84-708","title":"State hydrologic unit maps","docAbstract":"A set of maps depicting approved boundaries of, and numerical codes for, river-basin units of the United States has been developed by the U.S. Geological Survey. These ' State Hydrologic Unit Maps ' are four-color maps that present information on drainage, culture, hydrography, and hydrologic boundaries and codes: (1) the 21 major water-resources regions and the 222 subregions designated by the U.S. Water Resources Council; (2) the 352 accounting units of the U.S. Geological Survey 's National Water Data Network; and (3) the 2,149 cataloging units of the U.S. Geological Survey 's Catalog of Information on Water Data. The maps are plotted on the Geological Survey State base-map series at a scale of 1:500,000 and, except for Alaska, depict hydrologic unit boundaries for all drainage basins greater than 700 mi squared (1,813 km squared). A complete list of all the hydrologic units, along with their drainage areas, their names, and the names of the States or outlying areas in which they reside, is contained in the report. These maps and associated codes provide a standardized base for use by water-resources organizations in locating, storing, retrieving, and exchanging hydrologic data. The Hydrologic Unit Codes shown on the maps have been approved as a Federal Information Processing Standard for use by the Federal establishment. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84708","usgsCitation":"Seaber, P., Kapinos, F., and Knapp, G., 1984, State hydrologic unit maps: U.S. Geological Survey Open-File Report 84-708, 175 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/ofr84708.","productDescription":"175 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":143264,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0708/report-thumb.jpg"},{"id":38845,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0708/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478ee4b07f02db489d17","contributors":{"authors":[{"text":"Seaber, P. R.","contributorId":53802,"corporation":false,"usgs":true,"family":"Seaber","given":"P. R.","affiliations":[],"preferred":false,"id":162508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kapinos, F.P.","contributorId":73591,"corporation":false,"usgs":true,"family":"Kapinos","given":"F.P.","email":"","affiliations":[],"preferred":false,"id":162509,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Knapp, G.L.","contributorId":108116,"corporation":false,"usgs":true,"family":"Knapp","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":162510,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":11682,"text":"ofr82555 - 1984 - Geohydrology of the central Mesilla Valley, Dona Ana County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:06:39","indexId":"ofr82555","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":"82-555","title":"Geohydrology of the central Mesilla Valley, Dona Ana County, New Mexico","docAbstract":"Five large-capacity irrigation wells, with depths ranging from 370 to 686 feet, were drilled by the Elephant Butte Irrigation District between 1973 and 1975, in the Mesilla Valley about 7 miles south of Las Cruces, New Mexico. These were the first deep wells in the area, and their installation provided an opportunity to conduct extensive aquifer tests under relatively undisturbed conditions. The deep irrigation wells are perforated in the Santa Fe Group of Miocene to Pleistocene Age. The Santa Fe Group is composed of interfingering and alternating beds of clay, silt, sand, and small gravel. In the area of these wells, the upper part of the saturated zone contains slightly saline water to a depth of about 100 to 175 feet below the water table, underlain by a freshwater zone extending to depths greater than 1,200 feet. As water is pumped from the freshwater zone, leakage occurs from above and below the perforated interval. At one of the irrigation district wells, slightly saline water moved downward because of a lack of confining layers in the aquifer. At three other wells, the surface casing was not set deep enough and slightly saline water moved into the top of the perforations , downward in the casing, and into the freshwater part of the aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82555","usgsCitation":"Wilson, C.A., and White, R., 1984, Geohydrology of the central Mesilla Valley, Dona Ana County, New Mexico (WRI/OFR): U.S. Geological Survey Open-File Report 82-555, vi, 144 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82555.","productDescription":"vi, 144 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":145574,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0555/report-thumb.jpg"},{"id":39554,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0555/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8864","contributors":{"authors":[{"text":"Wilson, Clyde A.","contributorId":65464,"corporation":false,"usgs":true,"family":"Wilson","given":"Clyde","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":163565,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, Robert R.","contributorId":16420,"corporation":false,"usgs":true,"family":"White","given":"Robert R.","affiliations":[],"preferred":false,"id":163564,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":4691,"text":"twri03A10 - 1984 - Discharge ratings at gaging stations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri03A10","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"03-A10","title":"Discharge ratings at gaging stations","docAbstract":"A discharge rating is the relation of the discharge at a gaging station to stage and sometimes also to other variables. This chapter of 'Techniques of Water-Resources Investigations' describes the procedures commonly used to develop simple ratings where discharge is related only to stage and the most frequently encountered types of complex ratings where additional factors such as rate of change in stage, water-surface slope, or index velocity are used. Fundamental techniques of logarithmic plotting and the applications of simple storage routing to rating development are demonstrated. Computer applications, especially for handheld programmable calculators, and data handling are stressed.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/twri03A10","issn":"0565-596X","usgsCitation":"Kennedy, E., 1984, Discharge ratings at gaging stations: U.S. Geological Survey Techniques of Water-Resources Investigations 03-A10, xi, 59 p. :ill. ;26 cm., https://doi.org/10.3133/twri03A10.","productDescription":"xi, 59 p. :ill. ;26 cm.","costCenters":[],"links":[{"id":139176,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":251,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri3-a10/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64a9d2","contributors":{"authors":[{"text":"Kennedy, E.J.","contributorId":87529,"corporation":false,"usgs":true,"family":"Kennedy","given":"E.J.","email":"","affiliations":[],"preferred":false,"id":149628,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3211,"text":"wsp2223 - 1984 - Floods of October 1977 in southern Arizona and March 1978 in central Arizona","interactions":[{"subject":{"id":7693,"text":"ofr82687 - 1982 - Floods of October 1977 in southern Arizona and March 1978 in central Arizona","indexId":"ofr82687","publicationYear":"1982","noYear":false,"title":"Floods of October 1977 in southern Arizona and March 1978 in central Arizona"},"predicate":"SUPERSEDED_BY","object":{"id":3211,"text":"wsp2223 - 1984 - Floods of October 1977 in southern Arizona and March 1978 in central Arizona","indexId":"wsp2223","publicationYear":"1984","noYear":false,"title":"Floods of October 1977 in southern Arizona and March 1978 in central Arizona"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp2223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2223","title":"Floods of October 1977 in southern Arizona and March 1978 in central Arizona","docAbstract":"Major floods occurred in October 1977 and March 1978 in Arizona. As much as 14 inches of rain fell during October 6-9, 1977, over the mountains of southern Arizona and northern Mexico resulting in the highest discharge since at least 1892 on the Santa Cruz River upstream from Tucson. The flood inundated areas as much as 4 miles wide, covered at least 16,000 acres of farmland, and caused $15.2 million in damage. Residential losses occurred at Nogales, Amado, Green Valley, and Sahuarita. Severe erosional damage occurred along the Santa Cruz River, Agua Fria Canyon, Potrero Creek, and many small drainages in the Sonoita Creek basin. The peak discharge in Agua Fria Canyon was the highest since before 1900. Less severe flooding occurred along the San Pedro River and the Gila River downstream from the San Pedro. \r\n\r\nWidespread rainfall of 3 to 6 inches and 9 to 14 inches in some areas in the central mountains during February 27 to March 3, 1978, caused the highest discharge since 1920 on the Salt River in Phoenix and resulted in three deaths. Flooding along the Salt and Gila Rivers and several lesser streams caused statewide damage totaling $65.9 million, of which about $37 million occurred in Maricopa County. Nine counties were declared disaster areas. \r\n\r\nDuring the flood of March 1978, moderate peak discharges and unusually high volumes of runoff occurred on tributaries to the Salt and Verde Rivers upstream from a system of reservoirs. Flood magnitudes were greater at the main-stem gaging stations than on the tributaries. The peak discharge into Theodore Roosevelt Lake, which was 21 percent full at the start of the flood, was about 155,000 cubic feet per second, the largest known from 1890 to 1978. The reservoirs stored large quantities of water and greatly reduced the magnitude of the flood. The peak discharge of the Salt River was 125,000 cubic feet per second below Granite Reef Dam and 122,000 cubic feet per second at Phoenix. Discharges in excess of 100,000 cubic feet per second occurred for 8 hours. Without the storage provided by the reservoirs, the peak discharge on the Salt River would have been 260,000 cubic feet per second, and the discharge would have exceeded 100,000 cubic feet per second for 66 hours. The Verde River was the principal flood source, but flows at the upstream gaging stations did not indicate the magnitude of the impending flood at Horseshoe Reservoir because large inflow from tributaries immediately upstream from the reservoir caused the river to rise at downstream stations before it rose at upstream stations. \r\n\r\nAbout 17 percent of the water entering the reach from Granite Reef Dam to Gillespie Dam went to recharge, temporary ground-water storage, or evapotranspiration losses. All water was stored at Painted Rock Reservoir and released at a low rate that prevented water from reaching the Gila River near Mohawk gaging station.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2223","usgsCitation":"Aldridge, B.N., and Eychaner, J.H., 1984, Floods of October 1977 in southern Arizona and March 1978 in central Arizona: U.S. Geological Survey Water Supply Paper 2223, v, 143 p. :ill., maps ;28 cm.; 6 plates in pockets, https://doi.org/10.3133/wsp2223.","productDescription":"v, 143 p. :ill., maps ;28 cm.; 6 plates in pockets","costCenters":[],"links":[{"id":247303,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-1.pdf","size":"4040","linkFileType":{"id":1,"text":"pdf"}},{"id":247304,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-2.pdf","size":"5669","linkFileType":{"id":1,"text":"pdf"}},{"id":247305,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-3.pdf","size":"3358","linkFileType":{"id":1,"text":"pdf"}},{"id":247306,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-4.pdf","size":"2323","linkFileType":{"id":1,"text":"pdf"}},{"id":247307,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-5.pdf","size":"3600","linkFileType":{"id":1,"text":"pdf"}},{"id":247308,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-6.pdf","size":"1361","linkFileType":{"id":1,"text":"pdf"}},{"id":139029,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2223/report-thumb.jpg"},{"id":30199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2223/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5df958","contributors":{"authors":[{"text":"Aldridge, Byron Neil","contributorId":20305,"corporation":false,"usgs":true,"family":"Aldridge","given":"Byron","email":"","middleInitial":"Neil","affiliations":[],"preferred":false,"id":146439,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eychaner, James H.","contributorId":102050,"corporation":false,"usgs":true,"family":"Eychaner","given":"James","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":146440,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12121,"text":"ofr83698 - 1984 - Hydrology of Area 62, Northern Great Plains and Rocky Mountain Coal Provinces, New Mexico and Arizona","interactions":[],"lastModifiedDate":"2012-02-10T00:10:07","indexId":"ofr83698","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":"83-698","title":"Hydrology of Area 62, Northern Great Plains and Rocky Mountain Coal Provinces, New Mexico and Arizona","docAbstract":"This report summarizes available hydrologic data for Area 62 and will aid leasing decisions, and the preparation and appraisal of environmental impact studies and mine-permit applications. Area 62 is located at the southern end of the Rocky Mountain Coal Province in parts of New Mexico and Arizona and includes approximately 9,500 square miles. Surface mining alters, at least temporarily, the environment; if the areas are unreclaimed, there can be long-term environmental consequences.\r\n\r\nThe land-ownership pattern in Area 62 is complicated. The checkerboard pattern created by several types of ownership makes effective management of these lands difficult.\r\n\r\nThe climate generally is semiarid with average annual precipitation ranging from 10 to 20 inches. Pinons, junipers, and grasslands cover most of the area, and much of it is used for grazing by livestock. Soils vary with landscape, differing from flood plains and hillslopes to mountain slopes.\r\n\r\nThe major structural features of this area were largely developed during middle Tertiary time. The main structural features are the southern San Juan Basin and the Mogollon slope. Coal-bearing rocks are present in four Cretaceous rock units of the Mesaverde Group: the Gallup Sandstone, the Dileo Coal Member, and the Gibson Coal Member of the Crevasse Canyon Formation, and the Cleary Coal Member of the Menefee Formation.\r\n\r\nArea 62 is drained by Black Creek, the Puerco River, the Zuni River, Carrizo Wash-Largo Creek, and the Rio San Jose. Only at the headwaters of the Zuni River is the flow perennial. The streamflow-gaging station network consists of 25 stations operated for a variety of needs. Streamflow changes throughout the year with variation related directly to rainfall and snowmelt. Base flow in Area 62 is zero indicating no significant ground-water discharge. Mountainous areas contribute the highest mean annual runoff of 1.0 inch. Very few water-quality data are available for the surface-water stations. Of the nine surface-water stations that have water-quality data, only one has chemical analyses from more than 10 samples. Therefore, sufficient data to characterize the area in detail are not available. Suspended sediment data are available only for a few surface-\r\nwater stations in the area. Erosion rates generally are less than 1 acre-foot per square mile per year. Greater erosion rates are found within the badland areas.\r\n\r\nWater levels are periodically measured at 21 selected wells in Area 62. These observation wells are located mostly along the Rio San Jose and northeast of Gallup, New Mexico. The recharge to ground-water aquifers generally coincide with areas of greater precipitation in the mountainous areas. Depth to water below land surface is generally less than 200 feet. Well yields of 100 gallons per minute are common in most of the area.\r\n\r\nGround-water quality is variable both within each aquifer and between aquifers. Water quality generally is best near recharge areas.\r\n\r\nHistorical and current data related to stream discharge, water quality, and suspended sediment are available from computer files in the U.S. Geological Survey's National Water Data Storage and Retrieval System (WATSTORE) and through the National Water Data Exchange (NAWDEX).","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr83698","usgsCitation":"Roybal, F., Wells, J., Gold, R., and Flager, J., 1984, Hydrology of Area 62, Northern Great Plains and Rocky Mountain Coal Provinces, New Mexico and Arizona (WRI/OFR 83-698): U.S. Geological Survey Open-File Report 83-698, v, 66 p., https://doi.org/10.3133/ofr83698.","productDescription":"v, 66 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":146287,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0698/report-thumb.jpg"},{"id":40145,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0698/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110,34 ], [ -110,36 ], [ -107.5,36 ], [ -107.5,34 ], [ -110,34 ] ] ] } } ] }","edition":"WRI/OFR 83-698","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604be4","contributors":{"authors":[{"text":"Roybal, F.E.","contributorId":62998,"corporation":false,"usgs":true,"family":"Roybal","given":"F.E.","email":"","affiliations":[],"preferred":false,"id":165151,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":165153,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gold, R.L.","contributorId":97918,"corporation":false,"usgs":true,"family":"Gold","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":165154,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Flager, J.V.","contributorId":72799,"corporation":false,"usgs":true,"family":"Flager","given":"J.V.","email":"","affiliations":[],"preferred":false,"id":165152,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":55530,"text":"wdrLA841 - 1984 - Water resources data, Louisiana, water year 1984","interactions":[],"lastModifiedDate":"2025-12-02T16:51:26.348549","indexId":"wdrLA841","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"LA-84-1","title":"Water resources data, Louisiana, water year 1984","docAbstract":"<p>Water resources data for the 1984 water year for Louisiana consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality of ground water. This report, in one volume, contains records for water discharge at 72 gaging stations (including stage for 71 of these stations); stage only for 40 gaging stations and 11 lakes; water quality for 80 surface-water stations (including 26 gaging stations), 17 miscellaneous sites, 10 lakes, and 145 wells; and water levels for 423 observation wells. Also included are data for 141 crest-stage and flood-profile partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Louisiana.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrLA841","collaboration":"Prepared in cooperation with the Louisiana Department of Transportation and Development and with other State and Federal agencies","usgsCitation":"Carlson, D., Stallworth, G., Dantin, L., and Stuart, C., 1984, Water resources data, Louisiana, water year 1984: U.S. Geological Survey Water Data Report LA-84-1, xi, 608 p., https://doi.org/10.3133/wdrLA841.","productDescription":"xi, 608 p.","costCenters":[],"links":[{"id":496994,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1984/la-84-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181503,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1984/la-84-1/report-thumb.jpg"}],"country":"United 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,{"id":55178,"text":"wdrHI831 - 1984 - Water resources data for Hawaii and other Pacific areas, water year 1983: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2025-12-02T16:24:08.295975","indexId":"wdrHI831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"HI-83-1","title":"Water resources data for Hawaii and other Pacific areas, water year 1983: Volume 1. Hawaii","docAbstract":"<p>Water resources data for the 1983 water year for Hawaii and other Pacific Areas consist of records of stage, discharge, and water quality of streams and springs; and water levels and water quality in wells. This report, volume 1, contains discharge records for 97 gaging stations; water quality for 13 gaging stations, 92 partial-record flow stations, and 159 wells; and water levels for 24 observation wells. Also included are 108 crest-stage partial-record stations and 24 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI831","collaboration":"Prepared in cooperation with the State of Hawaii Department of Land and Natural Resources, Division of Water and Land Development and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Water resources data for Hawaii and other Pacific areas, water year 1983: Volume 1. 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,{"id":30081,"text":"wri844176 - 1984 - Wireline-rotary air coring of the Bandelier Tuff, Los Alamos, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri844176","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":"84-4176","title":"Wireline-rotary air coring of the Bandelier Tuff, Los Alamos, New Mexico","docAbstract":"This paper describes experiments using wireline-rotary air-coring techniques conducted in the Bandelier Tuff using a modified standard wireline core-barrel system. The modified equipment was used to collect uncontaminated cores of unconsolidated ash and indurated tuff at Los Alamos, New Mexico. Core recovery obtained from the 210-foot deep test hole was about 92 percent. A standard HQ-size, triple-tube wireline core barrel (designed for the passage of liquid drilling fluids) was modified for air coring as follows: (1) Air passages were milled in the latch body part of the head assembly; (2) the inside dimension of the outer core barrel tube was machined and honed to provide greater clearance between the inner and outer barrels; (3) oversized reaming devices were added to the outer core barrel and the coring bit to allow more clearance for air and cuttings return; (4) the eight discharge ports in the coring bit were enlarged. To control airborne-dust pollution, a dust-and-cuttings discharge subassembly, designed and built by project personnel, was used. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844176","usgsCitation":"Teasdale, W., and Pemberton, R., 1984, Wireline-rotary air coring of the Bandelier Tuff, Los Alamos, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4176, iii, 9 p. :ill. ;28 cm., https://doi.org/10.3133/wri844176.","productDescription":"iii, 9 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123252,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4176/report-thumb.jpg"},{"id":58891,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4176/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4987e4b07f02db5af27b","contributors":{"authors":[{"text":"Teasdale, W.E.","contributorId":50177,"corporation":false,"usgs":true,"family":"Teasdale","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":202642,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pemberton, R.R.","contributorId":70441,"corporation":false,"usgs":true,"family":"Pemberton","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":202643,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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