{"pageNumber":"4159","pageRowStart":"103950","pageSize":"25","recordCount":166010,"records":[{"id":39648,"text":"pp1403I - 1989 - Geochemistry of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama","interactions":[],"lastModifiedDate":"2025-04-17T18:52:27.70877","indexId":"pp1403I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1403","chapter":"I","title":"Geochemistry of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama","docAbstract":"The chemical quality of the ground water in the Floridan aquifer system is determined primarily by mineral-water interaction. However, some changes in water quality have been imposed by development, particularly near coastal pumping centers. A total of 601 chemical analyses, all from different wells, most completed in the upper part of the aquifer system, were used to describe the variations in water chemistry and to study the processes responsible for observed changes. \r\n\r\nThe Floridan aquifer system is a vertically continuous sequence of Tertiary carbonate rocks that are of generally high permeability and are hydraulically connected in varying degrees. The rocks are principally limestone and dolomite, but they grade into limy sands and clays near the aquifer system's updip limits. Major minerals in the aquifer system are calcite, dolomite, and, locally, gypsum or quartz; minor minerals include apatite, glauconite, and clay minerals such as kaolinite and montmorillonite. Trace amounts of metallic oxides or sulfides are present in some areas. \r\n\r\nThe aquifer system consists of the Upper and Lower Floridan aquifers, separated in most places by a less permeable confining unit that has highly variable hydraulic properties. Only the Upper Floridan aquifer is present throughout the study area. Freshwater enters the aquifer system in outcrop areas located primarily in central Georgia and north-central Florida. Discharge occurs chiefly to streams and springs and, to a lesser extent, directly into the sea. Most of the flow into and out of the system takes place where it is unconfined or where the upper confining unit is thin. Secondary permeability developed by dissolution of aquifer material is most prominent in these areas of dynamic flow. \r\n\r\nDissolved-solids concentrations in water from the Upper Floridan aquifer generally range from less than 25 milligrams per liter near outcrops to more than 25,000 milligrams per liter along the coasts. The dominant cations in the ground water are Ca2+, Mg2+, and Na+; the dominant anions are HCO3-, Cl-, and SO42-, The concentration of Ca2+ is controlled primarily by calcite saturation. Concentrations of Mg2+, NA+, and Cl- are highest where mixing of freshwater and saltwater occurs. Concentrations of HCO3- reflect the control of calcite solubility. The concentration of SO42- is highest where gypsiferous rock units are present in the aquifer system. \r\n\r\nThe major geochemical processes that occur in the Upper Floridan aquifer, based on water-quality maps and computations using a geochemical model, are (1) dissolution of aquifer minerals toward equilibrium, (2) mixing of ground water with recharge, leakage, or seawater, (3) sulfate reduction, and (4) cation exchange between water and aquifer minerals. \r\n\r\nSimilar processes apparently control minor dissolved constituents, although quantification is difficult with the available data. Statistical tests of available nutrient data indicate that concentrations of N (nitrogen) species in unconfined recharge areas may be increasing over time; more detailed studies of all N species are needed to test this hypothesis, however. Data on trace metals, radionuclides, and man-made organic contaminants are limited. Available data indicate that most freshwater within the Upper Floridan is potable, but detection of pesticides in a few samples indicates that the system is susceptible to contamination from the land surface in some areas, particularly where its upper confining unit is thin or absent. \r\n\r\nGeochemical models were used to examine changes in major chemical elements along selected ground-water paths within the Upper Floridan aquifer. Water in the Upper Floridan aquifer can be categorized into four hydrochemical facies, whose exact distribution is determined by confined or unconfined conditions of the aquifer and by chloride concentrations. The reaction models are considered plausible based on available chemical, isotopic, and hydrologic information, and they","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/pp1403I","usgsCitation":"Geochemistry of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama; 1989; PP; 1403-I; Sprinkle, Craig L.","productDescription":"Report: 105 p.; 9 Plates: 21.00 x 26.30 inches or smaller; Database","numberOfPages":"105","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":119386,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1403i/coverthb.jpg"},{"id":67334,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1403i/report.pdf","text":"Report","size":"21.6 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67325,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-1.pdf","text":"Plate 1","size":"1.64 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67326,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-2.pdf","text":"Plate 2","size":"1.70 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67330,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-6.pdf","text":"Plate 6","size":"1.81 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67331,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-7.pdf","text":"Plate 7","size":"1.76 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67332,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-8.pdf","text":"Plate 8","size":"1.76 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67333,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-9.pdf","text":"Plate 9","size":"1.71 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67328,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-4.pdf","text":"Plate 4","size":"1.74 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67327,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-3.pdf","text":"Plate 3","size":"1.82 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":104625,"rank":12,"type":{"id":9,"text":"Database"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4840.htm","linkFileType":{"id":5,"text":"html"},"description":"4840"},{"id":484733,"rank":13,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4840.htm","linkFileType":{"id":5,"text":"html"}},{"id":67329,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-5.pdf","text":"Plate 5","size":"1.78 MB","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama, Florida, Georgia, South Carolina","otherGeospatial":"Floridan aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.97973632812499,\n              24.577099744289427\n            ],\n            [\n              -81.9140625,\n              24.457150524185852\n            ],\n            [\n              -81.090087890625,\n              24.686952411999155\n            ],\n            [\n              -80.43090820312499,\n              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Warehouse</a></p>","publishedDate":"1989-10-01","noUsgsAuthors":false,"publicationDate":"1989-10-01","publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa650","contributors":{"authors":[{"text":"Sprinkle, Craig L.","contributorId":41802,"corporation":false,"usgs":true,"family":"Sprinkle","given":"Craig","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":221899,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":46549,"text":"ofr89112 - 1989 - Lineament map of part of the Southern Ute Reservation, San Juan Basin, southwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:10:45","indexId":"ofr89112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-112","title":"Lineament map of part of the Southern Ute Reservation, San Juan Basin, southwestern Colorado","language":"ENGLISH","doi":"10.3133/ofr89112","usgsCitation":"Wandrey, C.J., 1989, Lineament map of part of the Southern Ute Reservation, San Juan Basin, southwestern Colorado: U.S. Geological Survey Open-File Report 89-112, 1 map :photocopy ;26 x 60 cm., on sheet 81 x 95 cm., https://doi.org/10.3133/ofr89112.","productDescription":"1 map :photocopy ;26 x 60 cm., on sheet 81 x 95 cm.","costCenters":[],"links":[{"id":170763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83490,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0112/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a5096","contributors":{"authors":[{"text":"Wandrey, Craig J. cwandrey@usgs.gov","contributorId":1590,"corporation":false,"usgs":true,"family":"Wandrey","given":"Craig","email":"cwandrey@usgs.gov","middleInitial":"J.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":233546,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2572,"text":"wsp2334 - 1989 - Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California","interactions":[{"subject":{"id":15575,"text":"ofr8667 - 1986 - Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde Valleys, Arizona and California","indexId":"ofr8667","publicationYear":"1986","noYear":false,"title":"Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde Valleys, Arizona and California"},"predicate":"SUPERSEDED_BY","object":{"id":2572,"text":"wsp2334 - 1989 - Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California","indexId":"wsp2334","publicationYear":"1989","noYear":false,"title":"Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2334","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2334","title":"Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California","docAbstract":"In 1981 the U.S. Geological Survey established an experimental project to assess the possible and practical use of remote-sensing data to estimate evapotranspiration as an approximation of consumptive use of water in the lower Colorado River flood plain. The project area was in Parker Valley, Arizona. The approach selected was to measure the areas covered by each type of vegetation, using remote-sensing data in various types of analyses, and to multiply each area by a predetermined water-use rate. \r\n\r\nTwo calibration and six remote-sensing methods of classifying crop types were compared for cost, accuracy, consistency, and labor requirements. Included were one method each for field reconnaissance using 1982 data, low-altitude (less than 5,000 feet) aerial photography using 1982 data, and visual photointerpretation of Landsat satellite images using 1981 and 1982 data; two methods for medium-altitude (15,000-18,000 feet) aerial photography using 1982 data; and three methods for digital Landsat satellite images using 1981 data. A test of the most promising digital-processing method, which used three image dates, was made in part of Palo Verde Valley, California, where 1981 crop data were more complete than in Parker Valley. \r\n\r\nOf the eight methods studied, the two-date digital-processing method was the most consistent and least labor intensive for identifying two or three major crops; visual photointerpretation of Landsat images was the least expensive. Evapotranspiration estimates from crop classifications by all methods differed by a maximum of 6 percent. Total evapotranspiration calculated from crop data and phreatophyte maps in 1981 ranged from 11 percent lower in Palo Verde Valley to 17 percent lower in Parker Valley than consumptive use calculated by water budgets. The difference was greater in Parker Valley because the winter crop data were not included.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nFor sale by the Books and Open-File Reports Section,","doi":"10.3133/wsp2334","usgsCitation":"Raymond, L.H., and Rezin, K.V., 1989, Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California: U.S. Geological Survey Water Supply Paper 2334, iv, 18 p. :ill. (some col.), maps ;28 cm., https://doi.org/10.3133/wsp2334.","productDescription":"iv, 18 p. :ill. (some col.), maps ;28 cm.","costCenters":[],"links":[{"id":138599,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2334/report-thumb.jpg"},{"id":28843,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2334/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9b71","contributors":{"authors":[{"text":"Raymond, Lee H.","contributorId":83501,"corporation":false,"usgs":true,"family":"Raymond","given":"Lee","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145422,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rezin, Kelly V.","contributorId":18744,"corporation":false,"usgs":true,"family":"Rezin","given":"Kelly","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":145421,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25130,"text":"cir930H - 1989 - International strategic minerals inventory summary report; natural graphite","interactions":[],"lastModifiedDate":"2012-02-02T00:08:16","indexId":"cir930H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"930","chapter":"H","title":"International strategic minerals inventory summary report; natural graphite","docAbstract":"Natural graphite is a crystalline mineral of pure carbon which normally occurs in the form of platelet-shaped crystals. It has important properties, such as chemical inertness, low thermal expansion, and lubricity, that make it almost irreplaceable for certain uses such as refractories and steelmaking. Graphite ore types are crystalline (flake and lump} or 'amorphous' (cryptocrystalline}. Refractory applications use the largest total amount of natural graphite, while the most important use of crystalline graphite is in crucibles for handling molten metals. All graphite deposits being mined today are found in the following metamorphic environments: (1) contact metamorphosed coal generally is a source of amorphous graphite; (2)disseminated crystalline flake graphite comes from syngenetic metasediments; and (3) crystalline lump graphite is found in epigenetic veins in high-grade metamorphic regions. Graphite may also occur as a trace mineral in ultrabasic rocks and pegmatites, but these are economically insignificant. The world's identified economically exploitable resources of crystalline graphite in major deposits are estimated to be about 9.7 million metric tons of concentrate. In-place resources of amorphous graphite are about 11.5 million metric tons. Of these, less than 2 percent of the crystalline ore and less than 1 percent of the amorphous ore are in western industrial countries. World mining production of natural graphite rose from 347,000 metric tons in 1973 to 659,000 metric tons in 1986, while the proportion produced by central economy countries increased from about 50 percent for the period from 1973 to 1978 to more than 64 percent in 1979 to 1986. It is estimated that crystalline flake graphite accounts for at least 180,000 metric tons of total annual world mining production of natural graphite, and amorphous graphite makes up the rest.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir930H","usgsCitation":"Krauss, U., Schmidt, H., Taylor, H., and Sutphin, D.M., 1989, International strategic minerals inventory summary report; natural graphite: U.S. Geological Survey Circular 930, v. :ill. ;26 cm.; 29 p., https://doi.org/10.3133/cir930H.","productDescription":"v. :ill. ;26 cm.; 29 p.","costCenters":[],"links":[{"id":124484,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1989/0930h/report-thumb.jpg"},{"id":54110,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1989/0930h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db544d63","contributors":{"authors":[{"text":"Krauss, U.H.","contributorId":47404,"corporation":false,"usgs":true,"family":"Krauss","given":"U.H.","email":"","affiliations":[],"preferred":false,"id":193269,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schmidt, H.W.","contributorId":103710,"corporation":false,"usgs":true,"family":"Schmidt","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":193271,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Taylor, H.A. Jr.","contributorId":100024,"corporation":false,"usgs":true,"family":"Taylor","given":"H.A.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":193270,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sutphin, D. M.","contributorId":27424,"corporation":false,"usgs":true,"family":"Sutphin","given":"D.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":193268,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":2611,"text":"wsp2302 - 1989 - Alluvial and bedrock aquifers of the Denver Basin — Eastern Colorado's dual ground-water resource","interactions":[],"lastModifiedDate":"2022-01-21T19:56:55.233074","indexId":"wsp2302","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2302","title":"Alluvial and bedrock aquifers of the Denver Basin — Eastern Colorado's dual ground-water resource","docAbstract":"Large volumes of ground water are contained in alluvial and bedrock aquifers in the semiarid Denver basin of eastern Colorado. The bedrock aquifer, for example, contains 1.2 times as much water as Lake Erie of the Great Lakes, yet it supplies only about 9 percent of the ground water used in the basin. Although this seems to indicate underutilization of this valuable water supply, this is not necessarily the case, for many factors other than the volume of water in the aquifer affect the use of the aquifer. Such factors as climatic conditions, precipitation runoff, geology and water-yielding character of the aquifers, water-level conditions, volume of recharge and discharge, legal and economic constraints, and water-quality conditions can ultimately affect the decision to use ground water. Knowledge of the function and interaction of the various parts of this hydrologic system is important to the proper management and use of the ground-water resources of the region. \r\n\r\nThe semiarid climatic conditions on the Colorado plains produce flash floods of short duration and large peak-flow rates. However, snowmelt runoff from the Rocky Mountains produces the largest volumes of water and is typically of longer duration with smaller peak-flow rates. The alluvial aquifer is recharged easily from both types of runoff and readily stores and transmits the water because it consists of relatively thin deposits of gravel, sand, and clay located in the valleys of principal streams. The bedrock aquifer is recharged less easily because of its greater thickness (as much as 3,000 feet) and prevalent layers of shale which retard the downward movement of water in the formations. \r\n\r\nAlthough the bedrock aquifer contains more than 50 times as much water in storage as the alluvial aquifer, it does not store and transmit water as readily as the alluvial aquifer. For example, about 91 percent of the water pumped from wells is obtained from the alluvial aquifer, yet water-level declines generally have not exceeded 40 feet. By contrast, only 9 percent of the water pumped from wells is obtained from the bedrock aquifer, yet water-level declines in this aquifer have exceeded 500 feet in some areas. \r\n\r\nDepth to water in the alluvial aquifer generally is less than 40 feet, while depth to water in the bedrock aquifer may exceed 1,000 feet in some areas. Cost of pumping water to the surface and cost of maintaining existing supplies in areas of rapidly declining water levels in the bedrock aquifer affect water use. Water use is also affected by the generally poorer quality water found in the alluvial aquifer and, to a lesser extent, by the greater susceptibility of the alluvial aquifer to pollution from surface sources. \r\n\r\nBecause of these factors, the alluvial aquifer is used primarily as a source of irrigation supply, which is the largest water use in the area. The bedrock aquifer is used primarily as a source of domestic or municipal supply, which is the smaller of the two principal uses, even though the bedrock aquifer contains 50 times more stored ground water than the alluvial aquifer.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2302","usgsCitation":"Robson, S.G., 1989, Alluvial and bedrock aquifers of the Denver Basin — Eastern Colorado's dual ground-water resource: U.S. Geological Survey Water Supply Paper 2302, x, 40 p., https://doi.org/10.3133/wsp2302.","productDescription":"x, 40 p.","costCenters":[],"links":[{"id":394685,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25269.htm"},{"id":28898,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2302/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2302/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Denver Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -105.2870,\n              38.678\n            ],\n            [\n              -103.7,\n              38.678\n            ],\n            [\n              -103.7,\n              40.4360\n            ],\n            [\n              -105.2870,\n              40.4360\n            ],\n            [\n              -105.2870,\n              38.678\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db68763b","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145492,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57300,"text":"wdrAZ881 - 1989 - Water resources data, Arizona, water year 1988","interactions":[],"lastModifiedDate":"2023-02-06T20:24:13.538639","indexId":"wdrAZ881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"AZ-88-1","title":"Water resources data, Arizona, water year 1988","docAbstract":"<p>Water resources data for the 1988 water year for Arizona consist of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; measurements of ground-water levels; and quality of water from selected wells. Also included are discharge data for crest-stage partial-record stations and water-quality data for partial-record stations. Locations of the gaging stations are shown in figures 4, 6, and 7, and of water-quality stations in figures 5 and 6. Additional water data were collected at various sites, which are not part of the systematic data-collection program, and are published as miscellaneous measurements or miscellaneous water-quality analyses. 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 Arizona.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrAZ881","collaboration":"Prepared in cooperation with the State of Arizona and with other agencies","usgsCitation":"Boner, F.C., Garrett, W.B., and Konieczki, A., 1989, Water resources data, Arizona, water year 1988: U.S. Geological Survey Water Data Report AZ-88-1, xi, 391 p., https://doi.org/10.3133/wdrAZ881.","productDescription":"xi, 391 p.","costCenters":[],"links":[{"id":412758,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/az-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181990,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/az-88-1/report-thumb.jpg"}],"country":"United 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C.","contributorId":32136,"corporation":false,"usgs":true,"family":"Boner","given":"F.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":256629,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Garrett, W. B.","contributorId":23963,"corporation":false,"usgs":true,"family":"Garrett","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":256627,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Konieczki, A.D.","contributorId":28218,"corporation":false,"usgs":true,"family":"Konieczki","given":"A.D.","affiliations":[],"preferred":false,"id":256628,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2083,"text":"wsp2337 - 1989 - Use of temperature profiles beneath streams to determine rates of vertical ground-water flow and vertical hydraulic conductivity","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2337","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2337","title":"Use of temperature profiles beneath streams to determine rates of vertical ground-water flow and vertical hydraulic conductivity","docAbstract":"The use of temperature profiles beneath streams to determine rates of vertical ground-water flow and effective vertical hydraulic conductivity of sediments was evaluated at three field sites by use of a model that numerically solves the partial differential equation governing simultaneous vertical flow of fluid and heat in the Earth. The field sites are located in Hardwick and New Braintree, Mass., and in Dover, N.J. \r\n\r\nIn New England, stream temperature varies from about 0 to 25 ?C (degrees Celsius) during the year. This stream-temperature fluctuation causes ground-water temperatures beneath streams to fluctuate by more than 0.1 ?C during a year to a depth of about 35 ft (feet) in fine-grained sediments and to a depth of about 50 ft in coarse-grained sediments, if ground-water velocity is 0 ft/d (foot per day). Upward flow decreases the depth affected by stream-temperature fluctuation, and downward flow increases the depth. \r\n\r\nAt the site in Hardwick, Mass., ground-water flow was upward at a rate of less than 0.01 ft/d. The maximum effective vertical hydraulic conductivity of the sediments underlying this site is 0.1 ft/d. Ground-water velocities determined at three locations at the site in New Braintree, Mass., where ground water discharges naturally from the underlying aquifer to the Ware River, ranged from 0.10 to 0.20 ft/d upward. The effective vertical hydraulic conductivity of the sediments underlying this site ranged from 2.4 to 17.1 ft/d. Ground-water velocities determined at three locations at the Dover, N.J., site, where infiltration from the Rockaway River into the underlying sediments occurs because of pumping, were 1.5 ft/d downward. The effective vertical hydraulic conductivity of the sediments underlying this site ranged from 2.2 to 2.5 ft/d. Independent estimates of velocity at two of the three sites are in general agreement with the velocities determined using temperature profiles. The estimates of velocities and conductivities derived from the temperature measurements generally fall within the ranges of expected rates of flow in, and conductivities of, the sediments encountered at the test sites. \r\n\r\nApplication of the method at the three test sites demonstrates the feasibility of using the method to determine the rate of ground-water flow between a stream and underlying sediments and the effective vertical hydraulic conductivity of the sediments.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. G.P.O. ;\r\nBooks and Open- File Reports Section, U.S. Geological Survey [distributor],","doi":"10.3133/wsp2337","usgsCitation":"Lapham, W.W., 1989, Use of temperature profiles beneath streams to determine rates of vertical ground-water flow and vertical hydraulic conductivity: U.S. Geological Survey Water Supply Paper 2337, v, 35 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2337.","productDescription":"v, 35 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2337/report-thumb.jpg"},{"id":27645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2337/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d1e4b07f02db5dbae2","contributors":{"authors":[{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144651,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29971,"text":"wri884162 - 1989 - Hydraulic and salinity characteristics of the tidal reach of the Peace River, southwestern Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri884162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4162","title":"Hydraulic and salinity characteristics of the tidal reach of the Peace River, southwestern Florida","docAbstract":"The tidal reach of the Peace River in southwestern Florida extends about 26 miles upstream from Charlotte Harbor and is characterized by flow-direction reversals, low velocities, and salinity gradients that vary with freshwater inflow, tides, and wind. Flow reversals generally occur on each tide throughout most of the tidal reach, their upstream limit determined primarily by freshwater inflow and tide. Flow reversals occur at river mile 18.9 whenever freshwater inflows are less than about 1,000 cu ft/sec. Velocities were less than 0.3 ft/sec more than half the time at river mile 18.9. The volume of the flood and ebb tidal flows in the midreach of the tidal river (mile 11.5) on July 12-13, 1984, was about five times the volume of flood and ebb tidal flow near the upstream end of the tidal reach July 10-11, 1984 (mile 18.9). Salinity varied along the 26-mile river reach, across channel and with depth, depending upon complex patterns of flow, freshwater runoff, wind, tide, and salinity in Charlotte Harbor. Daily variations in salinity increased downstream and variations were larger near the surface than near the bottom. Regression analysis indicated that the location of the 0.5 ppt salinity will move upstream more than 2 river miles if low flows are reduced by 50%. Freshwater flushing of the lower 20-mile tidal reach, approximated from freshwater replacement time, varied from about 2 days during heavy freshwater runoff to 40 days during extreme low flows. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884162","usgsCitation":"Stoker, Y., Henderson, S., and McPherson, B.F., 1989, Hydraulic and salinity characteristics of the tidal reach of the Peace River, southwestern Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4162, v, 37 p. :ill. ;28 cm., https://doi.org/10.3133/wri884162.","productDescription":"v, 37 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123327,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4162/report-thumb.jpg"},{"id":58783,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4162/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf3b","contributors":{"authors":[{"text":"Stoker, Y.E.","contributorId":13253,"corporation":false,"usgs":true,"family":"Stoker","given":"Y.E.","email":"","affiliations":[],"preferred":false,"id":202459,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Henderson, S.E.","contributorId":70806,"corporation":false,"usgs":true,"family":"Henderson","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":202461,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McPherson, B. F.","contributorId":62983,"corporation":false,"usgs":true,"family":"McPherson","given":"B.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":202460,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30111,"text":"wri884086 - 1989 - Simulation analysis of the ground-water system in Mesozoic rocks in the Four Corners area, Utah, Colorado, Arizona, and New Mexico","interactions":[],"lastModifiedDate":"2022-09-20T18:49:04.660918","indexId":"wri884086","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4086","title":"Simulation analysis of the ground-water system in Mesozoic rocks in the Four Corners area, Utah, Colorado, Arizona, and New Mexico","docAbstract":"<p>The steady-state groundwater system in Mesozoic rocks in the Four Corners area, Utah, Colorado, Arizona, and New Mexico, was simulated with a finite-difference digital-computer model to improve the understanding of the system. The simulated area is 4 ,100 sq mi, and it includes three aquifers. The Entrada-Navajo aquifer includes the Wingate, Navajo, and Entrada Sandstones. The Morrison aquifer includes the sandstone units of the Morrison Formation. The Dakota aquifer includes the Burro Canyon Formation and Dakota Sandstone. The simulation of the groundwater system had a mean error (error is absolute value of residual) of 70 ft for the Entrada-Navajo aquifer, 67 ft for the Morrison aquifer and 79 ft for the Dakota aquifer. The hydraulic conductivity used in the simulation ranged from 0.38 to 0.47 ft/day. Simulated inflow to the groundwater system was 30,000 acre-ft/yr. 48% of the inflow is from infiltration of precipitation within the simulated area, and 42% is from infiltration in 145 sq mi of mountain areas adjacent to the simulated area. Simulations indicated that some vertical inflow of water is needed between the Entrada-Navajo and Morrison aquifers to develop a reasonable representation of the system.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884086","usgsCitation":"Thomas, B.E., 1989, Simulation analysis of the ground-water system in Mesozoic rocks in the Four Corners area, Utah, Colorado, Arizona, and New Mexico: U.S. Geological Survey Water-Resources Investigations Report 88-4086, v, 89 p., https://doi.org/10.3133/wri884086.","productDescription":"v, 89 p.","costCenters":[],"links":[{"id":407074,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47006.htm","linkFileType":{"id":5,"text":"html"}},{"id":160075,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4086/report-thumb.jpg"},{"id":58926,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4086/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona, Colorado, New Mexico, Utah","otherGeospatial":"Four Corners area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -110.1583,\n              36.5\n            ],\n            [\n              -108.6039,\n              36.5\n            ],\n            [\n              -108.6039,\n              38\n            ],\n            [\n              -110.1583,\n              38\n            ],\n            [\n              -110.1583,\n              36.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b3e4b07f02db5ca120","contributors":{"authors":[{"text":"Thomas, B. E.","contributorId":90767,"corporation":false,"usgs":true,"family":"Thomas","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202695,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30332,"text":"wri884215 - 1989 - Procedure for evaluating observation-well networks in Wyoming, and application to northeastern Wyoming, 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri884215","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4215","title":"Procedure for evaluating observation-well networks in Wyoming, and application to northeastern Wyoming, 1986","docAbstract":"A sequence of steps was developed for evaluating and modifying the existing, long-term, observation-well network in any part of Wyoming. The State was subdivided geographically into nine groundwater areas, including the northeastern Wyoming groundwater area, based on major structural features. Northeastern Wyoming was the first of the nine areas to be evaluated using these procedures. The stratigraphic units of Wyoming were grouped into five rock units on the basis of age, similar depositional environments, and water-yielding properties. Activities likely to affect groundwater in northeastern Wyoming were evaluated. The most important monitoring needs in the area are related to: (1) Oil-field waterflooding; (2) surface mining of coal; (3) increasing municipal use of groundwater, and (4) need for general resource information. The 18 observation wells in the existing (1986) network meet most of the needs identified. Seven additional wells need to be added to the network, whereas four wells in the network can be discontinued. Water level data from the 18 observation wells are presented by county. Maps and hydrographs are accompanied by brief discussions of information related to the records obtained. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884215","usgsCitation":"Wallace, J., and Crist, M.A., 1989, Procedure for evaluating observation-well networks in Wyoming, and application to northeastern Wyoming, 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4215, iv, 29 p. :ill. ;28 cm., https://doi.org/10.3133/wri884215.","productDescription":"iv, 29 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159290,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4215/report-thumb.jpg"},{"id":59130,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4215/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a1b8","contributors":{"authors":[{"text":"Wallace, J.C.","contributorId":25944,"corporation":false,"usgs":true,"family":"Wallace","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":203074,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crist, M. A.","contributorId":84799,"corporation":false,"usgs":true,"family":"Crist","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203075,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":18867,"text":"ofr89410 - 1989 - Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr89410","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-410","title":"Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87","docAbstract":"Occurrence and movement of acidic contamination in the aquifer and streams of the Pinal Creek basin near Globe, Arizona, is the focus of an ongoing study by the U.S. Geological Survey. Groundwater data from that study for water years 1984 to 1987 include location, construction information, and site plans for six groups of monitoring wells, mineralogic and particle-size analyses of drill cuttings, water level measurements, and chemical analyses of water samples from 39 wells. Surface water data for 13 sites in this study include discharge measurements and chemical analysis of water and streambed sediment samples. Monthly discharge data are presented for one site. Monthly precipitation amounts and statistics of long-term precipitation are presented for two sites. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr89410","usgsCitation":"Eychaner, J., Rehmann, M., and Brown, J.G., 1989, Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87: U.S. Geological Survey Open-File Report 89-410, iii, 105 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89410.","productDescription":"iii, 105 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0410/report-thumb.jpg"},{"id":48262,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0410/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e32a3","contributors":{"authors":[{"text":"Eychaner, J.H.","contributorId":34511,"corporation":false,"usgs":true,"family":"Eychaner","given":"J.H.","affiliations":[],"preferred":false,"id":179887,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rehmann, M.R.","contributorId":24376,"corporation":false,"usgs":true,"family":"Rehmann","given":"M.R.","email":"","affiliations":[],"preferred":false,"id":179885,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, J. G.","contributorId":28263,"corporation":false,"usgs":true,"family":"Brown","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":179886,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30172,"text":"wri864331 - 1989 - Effect of urban runoff on the quality of lakes in Eagan, Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T11:39:22","indexId":"wri864331","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"86-4331","title":"Effect of urban runoff on the quality of lakes in Eagan, Minnesota","docAbstract":"<p>Sixteen lakes in the city of Eagan, Minnesota, were sampled during 1982-83 to detect water-quality changes that might have occurred because of urbanization since a previous study conducted during 1972-78. Each of the lakes was sampled five times to determine pH, specific conductance, dissolved oxygen, water temperature, transparency, and concentration of dissolved chloride. Three determinations of chlorophyll were made for each of the lakes near the end of the study, and additional determinations were made for a few lakes of particular interest.</p>\n<p>Most of the lakes have been incorporated into the city's storm-runoff system for use as retention basins during large storms. The chemistry of the lakes appears to be degraded by urban runoff. Chloride concentrations were significantly higher in six lakes than during the previous study, and remained elevated (about 30 milligrams per liter) in four other lakes. The association between increased chloride and specific conductance with runoff from urban areas suggests that the lakes are subject to contamination by chloride commonly present in urban runoff, and chloride concentrations harmful to aquatic life may have been associated with high specific conductance measured in one of the lakes.</p>\n<p>Analysis of the data collected for this study indicate that the chemistry of the lakes changes, adjusting to a variety of influences including (1) alternate loading and flushing by runoff, (2) excessive average-annual precipitation, (3) changing ground-water and lake interactions, and (4) changing land use in the lake watersheds. Some lakes affected by urban runoff had reduced concentrations of total phosphorus; however, other lakes unaffected by urban runoff also had significantly lower phosphorus, suggesting that increased precipitation may have diluted the lake water. Ten phosphorus-loading models tested or developed during the previous study generally were found to be inadequate for describing the results of this study. The trophic status of 12 lakes improved but declined in the other 4 lakes, and productivity increased 38 percent in what had been the least-eutrophic lake.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri864331","collaboration":"Prepared in cooperation with the city of Eagan, Minnesota","usgsCitation":"Tornes, L., 1989, Effect of urban runoff on the quality of lakes in Eagan, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 86-4331, iv, 64 p., https://doi.org/10.3133/wri864331.","productDescription":"iv, 64 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":119669,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4331/report-thumb.jpg"},{"id":58973,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4331/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","city":"Eagan","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.10895919799805,\n              44.86195288021061\n            ],\n            [\n              -93.10741424560545,\n              44.77464578614771\n            ],\n            [\n              -93.23152542114258,\n              44.77428020677966\n            ],\n            [\n              -93.22998046875,\n              44.8278737920029\n            ],\n            [\n              -93.22551727294922,\n              44.82957822522573\n            ],\n            [\n              -93.21521759033203,\n              44.83615199553088\n            ],\n            [\n              -93.20938110351561,\n              44.84114269070498\n            ],\n            [\n              -93.20680618286133,\n              44.84625466193982\n            ],\n            [\n              -93.20388793945312,\n              44.8523397505366\n            ],\n            [\n              -93.2028579711914,\n              44.858059147643786\n            ],\n            [\n              -93.2025146484375,\n              44.86207455511034\n            ],\n            [\n              -93.18775177001953,\n              44.860736117070026\n            ],\n            [\n              -93.15668106079102,\n              44.861466178040175\n            ],\n            [\n              -93.14809799194336,\n              44.861709529639704\n            ],\n            [\n              -93.1450080871582,\n              44.86243957826663\n            ],\n            [\n              -93.13093185424805,\n              44.862561252137745\n            ],\n            [\n              -93.11256408691406,\n              44.86243957826663\n            ],\n            [\n              -93.10895919799805,\n              44.86195288021061\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae799","contributors":{"authors":[{"text":"Tornes, L. H.","contributorId":103675,"corporation":false,"usgs":true,"family":"Tornes","given":"L. H.","affiliations":[],"preferred":false,"id":202803,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":64050,"text":"gp980 - 1989 - Aerial gamma-ray color contour maps of regional surface concentrations of potassium, uranium, thorium and composite-color maps of uranium, potassium, thorium, and their ratios in New Mexico","interactions":[],"lastModifiedDate":"2025-07-18T19:22:23.417521","indexId":"gp980","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"980","title":"Aerial gamma-ray color contour maps of regional surface concentrations of potassium, uranium, thorium and composite-color maps of uranium, potassium, thorium, and their ratios in New Mexico","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/gp980","usgsCitation":"Duval, J.S., 1989, Aerial gamma-ray color contour maps of regional surface concentrations of potassium, uranium, thorium and composite-color maps of uranium, potassium, thorium, and their ratios in New Mexico: U.S. Geological Survey Geophysical Investigations Map 980, 4 Plates: 49.64 × 31.28 inches or smaller, https://doi.org/10.3133/gp980.","productDescription":"4 Plates: 49.64 × 31.28 inches or smaller","costCenters":[],"links":[{"id":250507,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0980/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":250505,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0980/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394069,"rank":2,"type":{"id":36,"text":"NGMDB Index 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S.","contributorId":15200,"corporation":false,"usgs":true,"family":"Duval","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":269831,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":42385,"text":"ofr89594 - 1989 - Selected ground-water quality data for the area near Fort Hall, Fort Hall Indian Reservation, southeastern Idaho, June 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:05:04","indexId":"ofr89594","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-594","title":"Selected ground-water quality data for the area near Fort Hall, Fort Hall Indian Reservation, southeastern Idaho, June 1989","docAbstract":"The areal extent of anomalously high dissolved nitrogen concentrations in groundwater near Fort Hall on the Fort Hall Indian Reservation, Idaho is shown on a map. The study area includes that part of the reservation west of the Fort Hall Main Canal in townships 3, 4, and 5 south, ranges 34 and 35 east. Onsite determinations of specific conductance, pH, water temperature, and concentrations of total alkalinity, dissolved chloride, and dissolved nitrite plus nitrate as nitrogen were made at 71 sites during June 1989. When onsite nitrite plus nitrate concentrations exceeded about 6 mg/L nitrogen, groundwater samples were collected for nitrite plus nitrate as nitrogen ammonia, and ammonia plus organic nitrogen as nitrogen analyses at the U.S. Geological Survey National Water Quality Laboratory. Selected well-inventory and water quality data and a statistical summary of selected water quality data are also presented. (USGS)","language":"ENGLISH","doi":"10.3133/ofr89594","usgsCitation":"Parliman, D., and Young, H., 1989, Selected ground-water quality data for the area near Fort Hall, Fort Hall Indian Reservation, southeastern Idaho, June 1989: U.S. Geological Survey Open-File Report 89-594, 1 map ;sheet 63 x 97 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ofr89594.","productDescription":"1 map ;sheet 63 x 97 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":136519,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":80153,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0594/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9581","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":226380,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":226381,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29906,"text":"wri894086 - 1989 - Sediment transport and accretion and the hydrologic environment of Grove Creek near Kenansville, North Carolina","interactions":[],"lastModifiedDate":"2017-01-27T09:49:58","indexId":"wri894086","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4086","title":"Sediment transport and accretion and the hydrologic environment of Grove Creek near Kenansville, North Carolina","docAbstract":"The Grove Creek basin includes an area of about 42 square miles in Duplin County, southeastern North Carolina. This report evaluates sediment transport and sediment-accretion rates in the lowermost 9-mile reach of Grove Creek by using hydrologic, dendrologic, and radioisotopic data collected at seven sites along the study reach.\r\n\r\nHydrologic data indicate two discharge frequencies. In the swampiest reaches downstream of site 5, inundation occurs 35 percent of the time; above this site, inundation occurs about 15 percent of the time. For the period from October 1982 through September 1987, overbank flows at site 4 occurred 82 times and lasted a total of 632 days with a maximum duration of 3 months.\r\n\r\nDistribution of tree species indicates that water-tolerant bald cypress have developed along the lowermost 7 miles of Grove Creek where the flood plain is inundated 35 percent of the time. These swampy conditions have been in existence across limited parts of the flood plain for the last 80 to 150 years. In contrast, the upstream sites have been comparatively dry for the same period.\r\n\r\nThe sediment that is transported in Grove Creek is predominately silt and clay. Measured suspended-sediment concentrations at discharges less than 100 cubic foot per second are less than 15 milligrams per liter; concentrations at higher discharges did not exceed 67 milligrams per liter. Calculated suspended-sediment loads ranged from 75 to 444 tons per year at the various data-collection sites on Grove Creek.\r\n\r\nSediment-accretion rates estimated from dendrologic data ranged from 0.03 foot per year to 0.06 foot per year. The highest accretion rates occur in the downstream swampy reaches and are due to channel braiding, low channel gradients and flow velocities, and high frequency and duration percentages of overbank flow, which result in the deposition of clay and silt over wide areas of the flood plain.\r\n\r\nSediment-accretion rates along Grove Creek were also estimated by radioisotope methods. Sediment cores from the flood plain showed detectable levels of cesium-137, lead-210, and radium-226. Cesium-137 was not present in the sediment cores below a depth of 10 inches; this indicates a maximum accretion rate of about 0.024 foot per year for the period 1952-87. Lead-210 and radium-226 data from these same sediment cores indicate an average accretion rate of 0.026 foot per year to a depth of about 2 feet. The maximum age of the flood-plain sediment at the 2-foot level is about 80 years. The atmosphere was confirmed as the source of excess lead-210 in flood-plain sediments by nearly matching calculated values of the lead-210 flux at each site with the measured value for atmospheric deposition.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894086","usgsCitation":"Stamey, T.C., 1989, Sediment transport and accretion and the hydrologic environment of Grove Creek near Kenansville, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 89-4086, iv, 30 p. :ill. ;28 cm., https://doi.org/10.3133/wri894086.","productDescription":"iv, 30 p. :ill. ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":160486,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4086/report-thumb.jpg"},{"id":58723,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4086/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","city":"Kenansville","otherGeospatial":"Grove Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-77.8338,35.1781],[-77.769,35.146],[-77.7521,35.108],[-77.7484,35.0221],[-77.7303,35.0076],[-77.6786,34.9726],[-77.6509,34.9243],[-77.685,34.7392],[-77.6852,34.7328],[-77.6806,34.7205],[-77.919,34.715],[-77.9244,34.7214],[-77.9361,34.7239],[-77.944,34.7227],[-77.9541,34.7192],[-77.9621,34.7153],[-77.9653,34.7203],[-77.9697,34.7209],[-77.9737,34.7187],[-77.9765,34.7183],[-77.9793,34.7169],[-77.9849,34.7166],[-77.9989,34.7182],[-78.0033,34.721],[-78.0104,34.7288],[-78.0176,34.7312],[-78.0249,34.7286],[-78.0289,34.7251],[-78.044,34.7271],[-78.0618,34.7288],[-78.0787,34.7241],[-78.1011,34.7258],[-78.1129,34.7224],[-78.1232,34.7139],[-78.1339,34.7091],[-78.135,34.71],[-78.1493,34.7202],[-78.1974,34.7428],[-78.1938,34.7559],[-78.1793,34.8011],[-78.1732,34.8201],[-78.1684,34.8345],[-78.1672,34.8382],[-78.1466,34.9023],[-78.1483,34.926],[-78.1487,34.9319],[-78.1496,34.9401],[-78.15,34.9478],[-78.1539,34.9969],[-78.1551,35.0396],[-78.1597,35.0801],[-78.1712,35.0934],[-78.1707,35.1152],[-78.1629,35.1374],[-78.1639,35.1896],[-78.077,35.175],[-78.0445,35.1927],[-78.0259,35.1942],[-78.0186,35.194],[-78.0057,35.1911],[-77.9867,35.1844],[-77.9823,35.1812],[-77.9787,35.1707],[-77.9703,35.166],[-77.9546,35.1652],[-77.9448,35.1728],[-77.9302,35.1739],[-77.9202,35.1696],[-77.9113,35.1645],[-77.9098,35.1581],[-77.9015,35.1521],[-77.8971,35.1488],[-77.8895,35.1582],[-77.8855,35.1618],[-77.8338,35.1781]]]},\"properties\":{\"name\":\"Duplin\",\"state\":\"NC\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbf6b","contributors":{"authors":[{"text":"Stamey, T. C.","contributorId":95496,"corporation":false,"usgs":true,"family":"Stamey","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202331,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30224,"text":"wri884197 - 1989 - Lithologic, geophysical, and well-construction data for observation wells in the Melton Valley area, Oak Ridge Reservation, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri884197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4197","title":"Lithologic, geophysical, and well-construction data for observation wells in the Melton Valley area, Oak Ridge Reservation, Tennessee","docAbstract":"Nineteen wells were installed at nine sites in the Melton Valley area. The wells are intended to provide information on water levels in both regolith and bedrock, aquifer characteristics, and subsurface lithology. Well depths range from 24 to 86 ft for shallow wells, and from 126 to 301 ft for deep wells. Four inch diameter cores were obtained from four of the deep wells. Caliper, gamma, neutron, and gamma-gamma density borehole geophysical logs were obtained for each deep well. Lithologic description of cores and analysis of geophysical logs indicate that one deep well (UA2) is completed entirely within the Nolichucky Shale; one deep well (UD2) is completely entirely within the Pumpkin Valley Shale; two deep wells (UB2, UE2) are completed entirely within the Maryville Limestone; four deep wells (UF2, UG2, UH2, UI2) penetrate both the Nolichucky Shale and the Maryville Limestone. Well UC2, located near the crest of Haw Ridge, penetrates an imbricate splay of the Copper Creek thrust fault, which places the older Rome Formation above the younger Chickamauga Limestone, at a depth of about 100 to 117 ft. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884197","usgsCitation":"Tucci, P., and Hanchar, D., 1989, Lithologic, geophysical, and well-construction data for observation wells in the Melton Valley area, Oak Ridge Reservation, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 88-4197, iv, 22 p. :ill., one map ;28 cm., https://doi.org/10.3133/wri884197.","productDescription":"iv, 22 p. :ill., one map ;28 cm.","costCenters":[],"links":[{"id":124027,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4197/report-thumb.jpg"},{"id":59007,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635af9","contributors":{"authors":[{"text":"Tucci, Patrick ptucci@usgs.gov","contributorId":926,"corporation":false,"usgs":true,"family":"Tucci","given":"Patrick","email":"ptucci@usgs.gov","affiliations":[],"preferred":true,"id":202888,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanchar, D. W.","contributorId":87986,"corporation":false,"usgs":true,"family":"Hanchar","given":"D. W.","affiliations":[],"preferred":false,"id":202889,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65036,"text":"i2025 - 1989 - Geologic map and distribution of heavy minerals in Tertiary rocks of the Reno Junction 30' x 60' Quadrangle, Campbell and Weston counties, Wyoming","interactions":[],"lastModifiedDate":"2012-02-10T00:10:57","indexId":"i2025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2025","subseriesTitle":"NONE","title":"Geologic map and distribution of heavy minerals in Tertiary rocks of the Reno Junction 30' x 60' Quadrangle, Campbell and Weston counties, Wyoming","language":"ENGLISH","doi":"10.3133/i2025","usgsCitation":"Macke, D., and Schumann, R., 1989, Geologic map and distribution of heavy minerals in Tertiary rocks of the Reno Junction 30' x 60' Quadrangle, Campbell and Weston counties, Wyoming: U.S. Geological Survey IMAP 2025, 1 map :col. ;55 x 81 cm. on sheet 81 x 127 cm. folded in envelope 31 x 24 cm., https://doi.org/10.3133/i2025.","productDescription":"1 map :col. ;55 x 81 cm. on sheet 81 x 127 cm. folded in envelope 31 x 24 cm.","costCenters":[],"links":[{"id":107259,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10091.htm","linkFileType":{"id":5,"text":"html"},"description":"10091"},{"id":187331,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"100000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -106,43.5 ], [ -106,44 ], [ -105,44 ], [ -105,43.5 ], [ -106,43.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4967","contributors":{"authors":[{"text":"Macke, D. L.","contributorId":101643,"corporation":false,"usgs":true,"family":"Macke","given":"D. L.","affiliations":[],"preferred":false,"id":272559,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schumann, R.R.","contributorId":14429,"corporation":false,"usgs":true,"family":"Schumann","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":272558,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29904,"text":"wri884207 - 1989 - Effects of channel relocation and proposed bridge construction on floodflows of the Catawba River near Marion, North Carolina","interactions":[],"lastModifiedDate":"2023-01-04T22:42:30.564241","indexId":"wri884207","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4207","title":"Effects of channel relocation and proposed bridge construction on floodflows of the Catawba River near Marion, North Carolina","docAbstract":"The relocation of a part (about one-half a mile) of the Catawba River near Marion, North Carolina, and the proposed addition of a main bridge and an overflow bridge of U.S. Highway 221 have created the need for a current evaluation of the effects of these physical changes on floodflow in the river. The 100-year flood discharge, elevation-discharge relations, flood profiles, floodway, and flooding effects were determined for 1988 and for proposed bridge conditions.\r\n\r\nAnalysis of data indicates that for the 100-year flood, the maximum amount of backwater effect from the proposed bridges would be 1.2 feet, and backwater would extend upstream about 6,800 feet. The 100-year flood elevation in the relocated channel reach will be about 6 feet lower than elevations determined in a 1983 U.S. Soil Conservation Service flood study.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884207","usgsCitation":"Stamey, T.C., 1989, Effects of channel relocation and proposed bridge construction on floodflows of the Catawba River near Marion, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 88-4207, iii, 16 p., https://doi.org/10.3133/wri884207.","productDescription":"iii, 16 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":119508,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4207/report-thumb.jpg"},{"id":58721,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":411399,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47107.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"North Carolina","city":"Marion","otherGeospatial":"Catawba River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.07582467082393,\n              35.71420927581667\n            ],\n            [\n              -82.07582467082393,\n              35.667546641770144\n            ],\n            [\n              -82.02770095967568,\n              35.667546641770144\n            ],\n            [\n              -82.02770095967568,\n              35.71420927581667\n            ],\n            [\n              -82.07582467082393,\n              35.71420927581667\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db624678","contributors":{"authors":[{"text":"Stamey, T. C.","contributorId":95496,"corporation":false,"usgs":true,"family":"Stamey","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202329,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18751,"text":"ofr89481 - 1989 - GEOPROGRAM; a program for geologic photogrammetry on the Kern DSR analytical plotter; users manual","interactions":[],"lastModifiedDate":"2012-02-02T00:07:24","indexId":"ofr89481","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-481","title":"GEOPROGRAM; a program for geologic photogrammetry on the Kern DSR analytical plotter; users manual","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr89481","usgsCitation":"Dueholm, K., 1989, GEOPROGRAM; a program for geologic photogrammetry on the Kern DSR analytical plotter; users manual: U.S. Geological Survey Open-File Report 89-481, 47 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89481.","productDescription":"47 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":150978,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0481/report-thumb.jpg"},{"id":48111,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0481/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1727","contributors":{"authors":[{"text":"Dueholm, K.S.","contributorId":98338,"corporation":false,"usgs":true,"family":"Dueholm","given":"K.S.","affiliations":[],"preferred":false,"id":179673,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":64963,"text":"i1805 - 1989 - Geologic map of the Table Mountain quadrangle and adjacent parts of the Round Butte and Buckeye quadrangles, Larimer County, Colorado, and Laramie County, Wyoming","interactions":[],"lastModifiedDate":"2012-02-10T00:11:06","indexId":"i1805","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1805","subseriesTitle":"NONE","title":"Geologic map of the Table Mountain quadrangle and adjacent parts of the Round Butte and Buckeye quadrangles, Larimer County, Colorado, and Laramie County, Wyoming","language":"ENGLISH","doi":"10.3133/i1805","usgsCitation":"Courtright, T., and Braddock, W.A., 1989, Geologic map of the Table Mountain quadrangle and adjacent parts of the Round Butte and Buckeye quadrangles, Larimer County, Colorado, and Laramie County, Wyoming: U.S. Geological Survey IMAP 1805, 1 map :col. ;57 x 58 cm., on sheet 86 x 91 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1805.","productDescription":"1 map :col. ;57 x 58 cm., on sheet 86 x 91 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":107140,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9933.htm","linkFileType":{"id":5,"text":"html"},"description":"9933"},{"id":189319,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.25,40.83416666666667 ], [ -105.25,41 ], [ -105.08333333333333,41 ], [ -105.08333333333333,40.83416666666667 ], [ -105.25,40.83416666666667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a5ac","contributors":{"authors":[{"text":"Courtright, T.R.","contributorId":22439,"corporation":false,"usgs":true,"family":"Courtright","given":"T.R.","email":"","affiliations":[],"preferred":false,"id":272431,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Braddock, W. A.","contributorId":102148,"corporation":false,"usgs":true,"family":"Braddock","given":"W.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":272432,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":18848,"text":"ofr89354 - 1989 - Analytical results for stream sediments, panned concentrates from stream sediments, and rock samples from the Dooley Mountain quadrangle, Baker County, Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:07:28","indexId":"ofr89354","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-354","title":"Analytical results for stream sediments, panned concentrates from stream sediments, and rock samples from the Dooley Mountain quadrangle, Baker County, Oregon","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/ofr89354","usgsCitation":"Evans, J.G., 1989, Analytical results for stream sediments, panned concentrates from stream sediments, and rock samples from the Dooley Mountain quadrangle, Baker County, Oregon: U.S. Geological Survey Open-File Report 89-354, 45 p. :maps ;28 cm., https://doi.org/10.3133/ofr89354.","productDescription":"45 p. :maps ;28 cm.","costCenters":[],"links":[{"id":151944,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0354/report-thumb.jpg"},{"id":48239,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0354/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48240,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0354/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c9fb","contributors":{"authors":[{"text":"Evans, J. G.","contributorId":60214,"corporation":false,"usgs":true,"family":"Evans","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":179849,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":42771,"text":"ofr8999 - 1989 - Preliminary geologic map showing igneous-related breccias in Cambrian and older quartzites, Drum Mountains, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:05:04","indexId":"ofr8999","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-99","title":"Preliminary geologic map showing igneous-related breccias in Cambrian and older quartzites, Drum Mountains, Utah","language":"ENGLISH","doi":"10.3133/ofr8999","usgsCitation":"Nutt, C.J., and Yambrick, R., 1989, Preliminary geologic map showing igneous-related breccias in Cambrian and older quartzites, Drum Mountains, Utah: U.S. Geological Survey Open-File Report 89-99, 1 map :photocopy ;54 x 49 cm., on sheet 68 x 75 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ofr8999.","productDescription":"1 map :photocopy ;54 x 49 cm., on sheet 68 x 75 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":136572,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":80568,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0099/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db6740ec","contributors":{"authors":[{"text":"Nutt, Connie J.","contributorId":82675,"corporation":false,"usgs":true,"family":"Nutt","given":"Connie","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":227093,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yambrick, R.A.","contributorId":91465,"corporation":false,"usgs":true,"family":"Yambrick","given":"R.A.","affiliations":[],"preferred":false,"id":227094,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":65174,"text":"i1422 - 1989 - Geologic map of Cherry and Godfrey ridges in the Saylorsburg, Stroudsburg, and East Stroudsburg quadrangles, Monroe County, Pennsylvania","interactions":[],"lastModifiedDate":"2012-02-10T00:11:08","indexId":"i1422","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1422","subseriesTitle":"NONE","title":"Geologic map of Cherry and Godfrey ridges in the Saylorsburg, Stroudsburg, and East Stroudsburg quadrangles, Monroe County, Pennsylvania","language":"ENGLISH","doi":"10.3133/i1422","usgsCitation":"Epstein, J.B., 1989, Geologic map of Cherry and Godfrey ridges in the Saylorsburg, Stroudsburg, and East Stroudsburg quadrangles, Monroe County, Pennsylvania: U.S. Geological Survey IMAP 1422, 1 map on 2 sheets :col. ;sheets 102 x 142 cm., folded in envelope 30 x 23 cm., https://doi.org/10.3133/i1422.","productDescription":"1 map on 2 sheets :col. ;sheets 102 x 142 cm., folded in envelope 30 x 23 cm.","costCenters":[],"links":[{"id":189955,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":106752,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9231.htm","linkFileType":{"id":5,"text":"html"},"description":"9231"}],"scale":"8000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.30027777777778,40.86694444444444 ], [ -75.30027777777778,41 ], [ -75.11749999999999,41 ], [ -75.11749999999999,40.86694444444444 ], [ -75.30027777777778,40.86694444444444 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a31a9","contributors":{"authors":[{"text":"Epstein, Jack B. jepstein@usgs.gov","contributorId":1412,"corporation":false,"usgs":true,"family":"Epstein","given":"Jack","email":"jepstein@usgs.gov","middleInitial":"B.","affiliations":[{"id":243,"text":"Eastern Geology and Paleoclimate Science Center","active":true,"usgs":true},{"id":40020,"text":"Florence Bascom Geoscience Center","active":true,"usgs":true}],"preferred":true,"id":272780,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29989,"text":"wri884120 - 1989 - Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 3","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri884120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4120","title":"Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 3","docAbstract":"This report delineates and describes the geohydrology and the susceptibility to contamination of the major aquifers in Area 3--Cullman, Fayette, Lamar, Marion, Walker, and Winston Counties , Alabama. The major aquifers in the study area are the Tuscaloosa, Pottsville, and Bangor aquifers. The Pottsville aquifer is the most extensively used in the study area. The aquifer consists of sandstones and conglomerates with fractures and bedding plane openings. The Tuscaloosa aquifer, primarily used in the west and southwest part of the study area, is composed of sands and gravels in the Tuscaloosa Group. The Bangor aquifer, the least used aquifer in the study area, consists of limestone with bedding planes, solution cavaties, and fractures. All three aquifers are recharged throughout their outcrop areas and are susceptible to contamination from the surface within these areas. The Tuscaloosa aquifer is the most susceptible aquifer to contamination within the study area because of the absence of confining layers, shallow depth to the water surface, and relatively uniform porosity and permeability of aquifer materials. The Pottsville and Bangor aquifers are less susceptible to surface contamination than the Tuscaloosa aquifer; generally having lower permeability and receiving less recharge than the Tuscaloosa aquifer thereby making surface contamination less likely. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884120","usgsCitation":"Stricklin, V., 1989, Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 3: U.S. Geological Survey Water-Resources Investigations Report 88-4120, iv, 17 p. :col. ill., col. maps ;28 cm., https://doi.org/10.3133/wri884120.","productDescription":"iv, 17 p. :col. ill., col. maps ;28 cm.","costCenters":[],"links":[{"id":119606,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4120/report-thumb.jpg"},{"id":58796,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4120/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58797,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4120/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c05","contributors":{"authors":[{"text":"Stricklin, V.E.","contributorId":106146,"corporation":false,"usgs":true,"family":"Stricklin","given":"V.E.","affiliations":[],"preferred":false,"id":202488,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13233,"text":"ofr89242 - 1989 - Summary of water-resources activities of the U.S. Geological Survey in Oregon: Fiscal year 1989","interactions":[],"lastModifiedDate":"2021-12-21T22:23:57.615329","indexId":"ofr89242","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-242","title":"Summary of water-resources activities of the U.S. Geological Survey in Oregon: Fiscal year 1989","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89242","usgsCitation":"Curtiss, D., 1989, Summary of water-resources activities of the U.S. Geological Survey in Oregon: Fiscal year 1989: U.S. Geological Survey Open-File Report 89-242, Report: iv, 47 p.; 1 Plate: 37.33 × 31.12 inches, https://doi.org/10.3133/ofr89242.","productDescription":"Report: iv, 47 p.; 1 Plate: 37.33 × 31.12 inches","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":393275,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17612.htm"},{"id":41617,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0242/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145876,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0242/report-thumb.jpg"},{"id":41618,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0242/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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