{"pageNumber":"4331","pageRowStart":"108250","pageSize":"25","recordCount":165889,"records":[{"id":27619,"text":"wri874014 - 1987 - Ground-water flow and quality near Canon City, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri874014","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4014","title":"Ground-water flow and quality near Canon City, Colorado","docAbstract":"Water in aquifers that underlie the Lincoln Park area near Canon City, Colorado, contains measurable concentrations of chemical constituents that are similar to those in raffinate (liquid waste) produced by a nearby uranium ore processing mill. The objective of this study was to expand the existing geohydrologic data base by collecting additional geohydrologic and water quality, in order to refine the description of the geohydrologic and geochemical systems in the study area. Geohydrologic data were collected from nine tests wells drilled in the area between the U.S. Soil Conservation Service dam and Lincoln Park. Lithologic and geophysical logs of these wells indicated that the section of Vermejo Formation penetrated consisted of interbedded sandstone and shale. The sandstone beds had a small porosity and small hydraulic conductivity. Groundwater flow from the U.S. Soil Conservation Service dam to Lincoln Park seemed to be along an alluvium-filled channel in the irregular and relatively undescribed topography of the Vermejo Formation subcrop. North of the De Weese Dye Ditch, the alluvium becomes saturated and groundwater generally flows to the northeast. Water samples from 28 sites were collected and analyzed for major ions and trace elements; selected water samples also were analyzed for stable isotopes; samples were collected from wells near the uranium ore processing mill, from privately owned wells in Lincoln Park, and from the test wells drilled in the intervening area. Results from the quality assurance samples indicate that cross-contamination between samples from different wells was avoided and that the data are reliable. Water in the alluvial aquifer underlying Lincoln Park is mainly a calcium bicarbonate type. Small variations in the composition of water in the alluvial aquifer appears to result from a reaction of water leaking from the De Weese Dye Ditch with alluvial material. Upward leakage from underlying aquifers does not seem to be significant in determining the chemical composition of water in the alluvial aquifer. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874014","usgsCitation":"Hearne, G.A., and Litke, D.W., 1987, Ground-water flow and quality near Canon City, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4014, v, 72 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874014.","productDescription":"v, 72 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4014/report-thumb.jpg"},{"id":56479,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4014/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56480,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4014/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56481,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4014/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56482,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4014/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56483,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4014/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56484,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4014/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56485,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4014/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cbeb","contributors":{"authors":[{"text":"Hearne, G. A.","contributorId":6450,"corporation":false,"usgs":true,"family":"Hearne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198420,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Litke, D. W.","contributorId":94346,"corporation":false,"usgs":true,"family":"Litke","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198421,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27617,"text":"wri874086 - 1987 - Simulation of trickle irrigation, an extension to the US Geological Survey's computer program VS2D","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri874086","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4086","title":"Simulation of trickle irrigation, an extension to the US Geological Survey's computer program VS2D","docAbstract":"A method is presented for simulating water movement through unsaturated porous media in response to a constant rate of application from a surface source. Because the rate at which water can be absorbed by soil is limited, the water will pond; therefore the actual surface area over which the water is applied may change with time and in general will not be known beforehand. An iterative method is used to determine the size of this ponded area at any time. This method will be most useful for simulating trickling irrigation, but also may be of value for simulating movement of water is soils as the result of an accidental spill. The method is an extension to the finite difference computer program VS2D developed by the U.S. Geological Survey, which simulates water movement through variably saturated porous media. The simulated region can be a vertical, 2-dimensional cross section for treatment of a surface line source or an axially symmetric, 3-dimensional cylinder for a point source. Five test problems, obtained from the literature , are used to demonstrate the ability of the method to accurately match analytical and experimental results. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874086","usgsCitation":"Healy, R.W., 1987, Simulation of trickle irrigation, an extension to the US Geological Survey's computer program VS2D: U.S. Geological Survey Water-Resources Investigations Report 87-4086, v, 61 p. :ill. ;28 cm., https://doi.org/10.3133/wri874086.","productDescription":"v, 61 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159005,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4086/report-thumb.jpg"},{"id":56478,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4086/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dee4b07f02db5e29db","contributors":{"authors":[{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198418,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27485,"text":"wri874164 - 1987 - Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 3","interactions":[],"lastModifiedDate":"2022-01-18T22:43:49.45933","indexId":"wri874164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4164","title":"Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 3","docAbstract":"<p>Infiltration tests were used to evaluate the potential of basin spreading surface water as a means of artificially recharging the aquifer system in eastern San Joaquin County, California. Two infiltration sites near Lockeford and Linden were selected on the basis of information collected during the first two phases of the study. Data from the infiltration tests indicate that the two sites are acceptable for recharge by the basin-spreading method. Infiltration rates ranged between 6.7 and 10.5 ft/day near Lockeford and between 2.6 and 11.2 ft/day near Linden. Interpretation of these data is limited by lack of information on the response of the saturated zone during testing and by the inherent difficulty in extrapolating the results of small-scale tests to larger long-term operations. Lithology is a major factor that controls infiltration rates at the test sites. The unsaturated zone is characterized by heterogeneous layers of coarse- and fine- grained materials. Clay layers of low hydraulic conductivity commonly form discontinuous lenses that may cause a transient perched water table to develop during recharge. Water level measurements from wells screened in the unsaturated zone indicate that the perched water table could reach the land surface after 2 and 5 months of recharge near Lockeford and Linden, respectively. These figures probably represent the minimum time necessary for saturation of the land. Another major factor that affects infiltration rates is the quality of the recharge water, particularly the suspended sediment content. The clogging action of suspended sediment may be minimized by: (1) pretreatment of recharge water in a settling pond, (2) adherence to a routine program of monitoring and maintenance, and (3) proper design of the recharge facility. Other factors that affect infiltration rates include basin excavation technique, basin shape, and maintenance procedures. Efficient operation of the recharge facility requires careful attention to the relation between subsurface water levels and infiltration rates.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874164","usgsCitation":"Hamlin, S.N., 1987, Evaluation of the potential for artificial ground-water recharge in eastern San Joaquin County, California — Phase 3: U.S. Geological Survey Water-Resources Investigations Report 87-4164, iv, 17 p., https://doi.org/10.3133/wri874164.","productDescription":"iv, 17 p.","costCenters":[],"links":[{"id":56336,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4164/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394485,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46823.htm"},{"id":124290,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4164/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Joaquin County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.2992,\n              37.8292\n            ],\n            [\n              -120.933,\n              37.8292\n            ],\n            [\n              -120.933,\n              38.25\n            ],\n            [\n              -121.2992,\n              38.25\n            ],\n            [\n              -121.2992,\n              37.8292\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1ac","contributors":{"authors":[{"text":"Hamlin, S. N.","contributorId":46560,"corporation":false,"usgs":true,"family":"Hamlin","given":"S.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":198199,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27738,"text":"wri874035 - 1987 - Changes in water quality of Michigan streams near urban areas, 1973-84","interactions":[],"lastModifiedDate":"2016-10-13T11:28:49","indexId":"wri874035","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4035","title":"Changes in water quality of Michigan streams near urban areas, 1973-84","docAbstract":"<p>Monthly water-quality monitoring of streams was begun by Michigan Department of Natural Resources in 1973 to (1) determine temporal and spatial variability, (2) detect long-term trends, and (3) describe changes in water quality near urban areas. This report provides a statistical analysis and summary of data collected from 1973 through 1984. Concentrations and discharges of nine commonly measured water-quality constituents and specific conductance are examined. Twenty-three sites on inland streams (streams draining basins wholly within Michigan) and 20 sites on Detroit River are discussed. The changes in water quality in 9 rivers near 12 urban areas in Michigan's southern Lower Peninsula and the relation between streamflow and selected waterquality characteristics, including phosphorus, chloride, sulfate, nitrogen, specific conductance, and solid residues are described. </p><p>Results show that the median dissolved-solids concentration in Clinton River downstream from Pontiac exceed Michigan's 1986 stream water-quality standard. Among inland streams, constituent concentrations and discharges generally were greatest in Saginaw River and least in Grand River upstream from Jackson. Upstream from Detroit, constituent concentrations in Detroit River did not differ appreciably across the Windmill Point Transect; downstream from Detroit, at the Fermi Transect across Detroit River, most constituent concentrations were higher near the American and Canadian shorelines. Among urban areas, greatest changes in constituent concentrations occurred in the Grand River near Jackson, in the Clinton River near Pontiac, and in the Tittabawassee River near Midland; the least changes in constituent concentrations occurred in the Saginaw River near Saginaw, in Detroit River near Detroit and the Kalamazoo River near Battle Creek. Greatest changes in constituent discharges occurred in the Detroit River near the Detroit area; the least occurred in the Chippewa River near Mount Pleasant. </p><p>Of the 230 regressions between streamflow and constituent concentrations in inland streams, about 73 percent were significant at the 5-percent level. The degree of the correlation and nature of the relation varied among sites and constituents. Generally, higher streamflows were associated with lower concentrations. Changes in streamflow and changes in constituent concentrations near urban areas were correlated in 57 percent of the 120 analyses. Generally, higher changes in streamflow were associated with lower changes in concentrations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri874035","collaboration":"Prepared in cooperation with Michigan Department of Natural Resources, Surface Water Quality Division","usgsCitation":"Holtschlag, D., 1987, Changes in water quality of Michigan streams near urban areas, 1973-84: U.S. Geological Survey Water-Resources Investigations Report 87-4035, vii, 120 p., https://doi.org/10.3133/wri874035.","productDescription":"vii, 120 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":56584,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4035/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124251,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4035/report-thumb.jpg"}],"country":"United 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J. 0000-0001-5185-4928","orcid":"https://orcid.org/0000-0001-5185-4928","contributorId":102493,"corporation":false,"usgs":true,"family":"Holtschlag","given":"D. J.","affiliations":[],"preferred":false,"id":198617,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26985,"text":"wri854199 - 1987 - An evaluation of the bedrock aquifer system in northeastern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T13:48:45","indexId":"wri854199","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4199","title":"An evaluation of the bedrock aquifer system in northeastern Wisconsin","docAbstract":"<p>Ground water is a major source of water in northeastern Wisconsin. The lower Fox River valley, located between Lake Winnebago and Green Bay in northeastern Wisconsin, is the second largest population center in Wisconsin. By 1957, ground-water withdrawals had lowered the potentiometric surface of the aquifer system as much as 440 feet below prepumping levels. With the exception of the city of Green Bay, which converted from ground water to surface water (Lake Michigan) for their municipal water supply in 1957, ground-water withdrawals have continually increased.</p>\n<p>The report evaluates the bedrock aquifer system in northeastern Wisconsin and describes how the flow regimes in the system have been altered due to ground-water withdrawals. A three-dimensional finite-difference groundwater flow model was used to aid in evaluation of the regional flow system. In order to simplify the study of the aquifer system, the geologic units were grouped into eight geohydrologic units consisting of four aquifers and four confining beds. The aquifers are the more permeable sand and gravel layers in the surficial deposits (aquifer 4), Devonian dolomite-Silurian dolomite (aquifer 3), St. Peter Sandstone- Prairie du Chien Group-Jordan Sandstone Member of the Trempealeau Formation (aquifer 2), and the Galesville Sandstone-Eau Claire Sandstone-Mount Simon Sandstone (aquifer 1). The confining beds are the less permeable silts and clays in the surficial deposits (confining bed 4), Maquoketa Shale-Galena Dolomite-Decorah Shale-Platteville Formation (confining bed 3), St. Lawrence Member of the Trempealeau Formation-Franconia Sandstone (confining bed 2), and the Precambrian crystalline rock (confining bed 1).</p>\n<p>The following aquifer and confining-bed characteristics were determined to represent the aquifer system of northeastern Wisconsin and were used in the development of the model. Aquifer 4 acts as an upper boundary of the bedrock aquifer system. The hydraulic conductivity of aquifer 3 was 7.9 feet per day and the storage coefficient was estimated to be 0.01. Transmissivity input values to the model for aquifer 2 are based on hydraulic conductivities ranging from 3 to 8 feet per day. The storage coefficient for aquifer 2 was 0.0002. The transmissivity input values to the model for aquifer 1 are based on hydraulic conductivities ranging from 2.5 to 8 feet per day and the storage coefficient was 0.0002. Confining bed 4 acts as an upper confining unit for the underlying bedrock aquifers. A vertical hydraulic conductivity of 0.007 foot per day was assigned to represent confining bed 4. The vertical hydraulic conductivity of confining bed 3 was assigned values of 0.0001 to 0.000004 foot per day. A value of 0.00001 foot per day was used as the vertical hydraulic conductivity for confining bed 2. Confining bed 1 is a lower boundary of the system and was not modeled.</p>\n<p>Model simulations indicate that, by 1914, ground-water withdrawals from the aquifer system had already impacted the study area. Pumping in the Green Bay metropolitan area had lowered the potentiometric heads in aquifer 1 by 69 feet and in aquifer 2 by 55 feet. Model simulations indicate that, by 1981, ground-water withdrawals have caused a cone of depression centered in the city of De Pere area. The influence of the cone affects almost the entire study area and has significantly altered the horizontal and vertical flow regimes in the aquifer system. In 1981, computed drawdowns below the prepumping potentiometric surface of aquifer 1 range from 0 feet on the western side of the study area to 330 feet in the center of the cone of depression. In aquifer 2, the computed drawdown ranges from 0 feet on the western side of the study area to 253 feet in the center of the cone.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854199","usgsCitation":"Emmons, P., 1987, An evaluation of the bedrock aquifer system in northeastern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 85-4199, v, 48 p., https://doi.org/10.3133/wri854199.","productDescription":"v, 48 p.","numberOfPages":"54","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":124295,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4199/report-thumb.jpg"},{"id":55872,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4199/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.857421875,\n              43.50075243569041\n            ],\n            [\n              -88.857421875,\n              45.92822950933618\n            ],\n            [\n              -85.770263671875,\n              45.92822950933618\n            ],\n            [\n              -85.770263671875,\n              43.50075243569041\n            ],\n            [\n              -88.857421875,\n              43.50075243569041\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db6848ed","contributors":{"authors":[{"text":"Emmons, P.J.","contributorId":60630,"corporation":false,"usgs":true,"family":"Emmons","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":197361,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26563,"text":"wri864338 - 1987 - Nonpoint-source agricultural chemicals in ground water in Nebraska; preliminary results for six areas of the High Plains Aquifer","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri864338","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4338","title":"Nonpoint-source agricultural chemicals in ground water in Nebraska; preliminary results for six areas of the High Plains Aquifer","docAbstract":"The reconnaissance phase of a study to determine the occurrence of agricultural chemicals from nonpoint sources in groundwater in six areas, which represented the major provinces of the High Plains aquifer in Nebraska is described. In 1984, water from 82 wells in the 6 study areas was analyzed for nitrate, and water from 57 of the 82 wells was analyzed for triazine herbicides. Data for 9 of the 21 independent variables suspected of affecting concentrations of nitrate and triazine herbicides in groundwater were compiled from the 82 well sites. The variables and their ranges are: hydraulic gradient (XI), 0.006-0.0053; hydraulic conductivity (X2), 5-149 ft/day; specific discharge (X3), 0.0128-0.2998 ft/day; depth to water (X4), 3-239 ft; well depth (X5), 40-550 ft; annual precipitation (X6), 12.0-39.3 inches; soil permeability (X7), 0.76-9.0 inches; irrigation well density (X8), 0-8 irrigation wells/ sq mi; and annual nitrogen fertilizer use (X9), 0-260 lbs of nitrogen/acre. Nitrate concentrations ranged from &lt; 0.1 to 45 mg/L as nitrogen. Triazine herbicide concentrations were detected in samples from five of the six study areas in concentrations ranging from &lt; 0.1 to 2.3 mg/L. Statistical tests indicated that there were significant differences in nitrate concentrations among the six study areas, while no significant differences in triazine herbicide concentrations were found. Concentrations of nitrate and triazine herbicide were significantly larger in more intensively irrigated areas. Preliminary correlations with the independent variables and nitrate concentrations indicated significant relations at the 95% confidence level with variables X2, X5, and X8. Correlations with triazine herbicide concentrations indicated significant relations with variables X2 , X3, X5, X6, and X8, and with nitrate concentrations (X10). By using a simple multiple regression technique, variables X5, X8, and X9 explained about 51% of the variation in nitrate concentrations. Variables X3 and X5 explained about 60% of the variation in triazine herbicide concentrations. Adding nitrate concentration as an independent variable, two variables, X10 and X3, explained 84% of the total variation in triazine herbicide concentrations. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864338","usgsCitation":"Chen, H., and Druliner, A., 1987, Nonpoint-source agricultural chemicals in ground water in Nebraska; preliminary results for six areas of the High Plains Aquifer: U.S. Geological Survey Water-Resources Investigations Report 86-4338, vi, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864338.","productDescription":"vi, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4338/report-thumb.jpg"},{"id":55428,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4338/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696fdf","contributors":{"authors":[{"text":"Chen, Hsiu-Hsiung","contributorId":6099,"corporation":false,"usgs":true,"family":"Chen","given":"Hsiu-Hsiung","email":"","affiliations":[],"preferred":false,"id":196624,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Druliner, A.D.","contributorId":8842,"corporation":false,"usgs":true,"family":"Druliner","given":"A.D.","email":"","affiliations":[],"preferred":false,"id":196625,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27289,"text":"wri874167 - 1987 - Application of National Stream Quality Accounting Network (NASQAN) station data for assessing water quality in the Peace River basin, Florida","interactions":[],"lastModifiedDate":"2022-02-10T22:22:54.990951","indexId":"wri874167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4167","title":"Application of National Stream Quality Accounting Network (NASQAN) station data for assessing water quality in the Peace River basin, Florida","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874167","usgsCitation":"German, E.R., and Schiffer, D., 1987, Application of National Stream Quality Accounting Network (NASQAN) station data for assessing water quality in the Peace River basin, Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4167, vii, 73 p., https://doi.org/10.3133/wri874167.","productDescription":"vii, 73 p.","costCenters":[],"links":[{"id":395826,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46825.htm"},{"id":56171,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4167/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120054,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4167/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Peace River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.99920654296875,\n              27.18379900243671\n            ],\n            [\n              -81.6448974609375,\n              27.18379900243671\n            ],\n            [\n              -81.6448974609375,\n              28.22455005047019\n            ],\n            [\n              -81.99920654296875,\n              28.22455005047019\n            ],\n            [\n              -81.99920654296875,\n              27.18379900243671\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a914","contributors":{"authors":[{"text":"German, E. R.","contributorId":86315,"corporation":false,"usgs":true,"family":"German","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197858,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schiffer, D. M.","contributorId":102103,"corporation":false,"usgs":true,"family":"Schiffer","given":"D. M.","affiliations":[],"preferred":false,"id":197859,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27349,"text":"wri854043 - 1987 - Adequacy of NASQAN data to describe areal and temporal variability of water quality of the San Juan River drainage basin upstream from Shiprock, New Mexico","interactions":[],"lastModifiedDate":"2022-01-26T21:38:11.341058","indexId":"wri854043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4043","title":"Adequacy of NASQAN data to describe areal and temporal variability of water quality of the San Juan River drainage basin upstream from Shiprock, New Mexico","docAbstract":"<p>Analyses indicate that water quality in the San Juan River drainage basin upstream from Shiprock, New Mexico, is quite variable from station to station. Analyses are based on water quality data from the U.S. Geological Survey WATSTORE files and the New Mexico Environmental Improvement Division 's files. In the northeastern part of the basin, most streams are calcium-bicarbonate waters. In the northwestern and southern part of the basin, the streams are calcium-sulfate and sodium-sulfate waters. Geology, climate, and land use and water use affect the water quality. Statistical analysis shows that streamflow, suspended-sediment, dissolved-iron, dissolved-orthophosphate-phosphorus, dissolved-sodium, dissolved-sulfate, and dissolved-manganese concentrations, specific conductance, and pH are highly variable among most stations. Dissolved-radium-226 concentration is the least variable among stations. A trend in one or more water quality constituents for the time period, October 1, 1973, through September 30, 1981, was detected at 15 out of 36 stations tested. The NASQAN stations Animas River at Farmington and San Juan River at Shiprock, New Mexico, record large volumes of flow that represent an integration of the flow from many upstream tributaries. The data collected do not represent what is occurring at specific points upstream in the basin, but do provide accurate information on how water quality is changing over time at the station location. A water quality, streamflow model would be necessary to predict accurately what is occurring simultaneously in the entire basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854043","usgsCitation":"Goetz, C.L., and Abeyta, C.G., 1987, Adequacy of NASQAN data to describe areal and temporal variability of water quality of the San Juan River drainage basin upstream from Shiprock, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 85-4043, ix, 89 p., https://doi.org/10.3133/wri854043.","productDescription":"ix, 89 p.","costCenters":[],"links":[{"id":124155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4043/report-thumb.jpg"},{"id":56211,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394920,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36227.htm"}],"country":"United States","state":"Colorado, New Mexico","otherGeospatial":"San Juan River drainage basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109,\n              35.562\n            ],\n            [\n              -106.528,\n              35.562\n            ],\n            [\n              -106.528,\n              38\n            ],\n            [\n              -109,\n              38\n            ],\n            [\n              -109,\n              35.562\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697591","contributors":{"authors":[{"text":"Goetz, C. L.","contributorId":55845,"corporation":false,"usgs":true,"family":"Goetz","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197958,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Abeyta, Cynthia G.","contributorId":52187,"corporation":false,"usgs":true,"family":"Abeyta","given":"Cynthia","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197957,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27913,"text":"wri874095A - 1987 - A computer program for geochemical analysis of acid-rain and other low-ionic-strength, acidic waters","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri874095A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4095","chapter":"A","title":"A computer program for geochemical analysis of acid-rain and other low-ionic-strength, acidic waters","docAbstract":"ARCHEM, a computer program written in FORTRAN 77, is designed primarily for use in the routine geochemical interpretation of low-ionic-strength, acidic waters. On the basis of chemical analyses of the water, and either laboratory or field determinations of pH, temperature, and dissolved oxygen, the program calculates the equilibrium distribution of major inorganic aqueous species and of inorganic aluminum complexes. The concentration of the organic anion is estimated from the dissolved organic concentration. Ionic ferrous iron is calculated from the dissolved oxygen concentration. Ionic balances and comparisons of computed with measured specific conductances are performed as checks on the analytical accuracy of chemical analyses. ARCHEM may be tailored easily to fit different sampling protocols, and may be run on multiple sample analyses. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874095A","usgsCitation":"Johnsson, P., and Lord, D.G., 1987, A computer program for geochemical analysis of acid-rain and other low-ionic-strength, acidic waters: U.S. Geological Survey Water-Resources Investigations Report 87-4095, iii, 42 p. ;28 cm., https://doi.org/10.3133/wri874095A.","productDescription":"iii, 42 p. ;28 cm.","costCenters":[],"links":[{"id":122937,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4095a/report-thumb.jpg"},{"id":56729,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4095a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b26e4b07f02db6afef5","contributors":{"authors":[{"text":"Johnsson, P.A.","contributorId":105735,"corporation":false,"usgs":true,"family":"Johnsson","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":198889,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lord, D. G.","contributorId":9254,"corporation":false,"usgs":true,"family":"Lord","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198888,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28418,"text":"wri874094 - 1987 - Techniques for estimating regional flood characteristics of small rural watersheds in the plains region of eastern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri874094","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4094","title":"Techniques for estimating regional flood characteristics of small rural watersheds in the plains region of eastern Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874094","usgsCitation":"Livingston, R., and Minges, D., 1987, Techniques for estimating regional flood characteristics of small rural watersheds in the plains region of eastern Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4094, vi, 72 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874094.","productDescription":"vi, 72 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4094/report-thumb.jpg"},{"id":57220,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4094/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c1f","contributors":{"authors":[{"text":"Livingston, R.K.","contributorId":49006,"corporation":false,"usgs":true,"family":"Livingston","given":"R.K.","email":"","affiliations":[],"preferred":false,"id":199762,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Minges, D.R.","contributorId":31387,"corporation":false,"usgs":true,"family":"Minges","given":"D.R.","affiliations":[],"preferred":false,"id":199761,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28042,"text":"wri874146 - 1987 - Trace-metal leaching from plumbing materials exposed to acidic ground water in three areas of the coastal plain of New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri874146","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4146","title":"Trace-metal leaching from plumbing materials exposed to acidic ground water in three areas of the coastal plain of New Jersey","docAbstract":"The U.S. Geological Survey analyzed trace metal concentrations in tap water from domestic wells in newly constructed homes in Berkeley Township, Ocean County and Galloway Township, Atlantic County, N. J. The potable water distribution systems in all of the homes sampled are constructed primarily of copper with lead-based solder points. Home water treatment is used in Berkeley Township but not in Galloway Township. Tap water was collected after the water had been standing in the pipes overnight. In Berkeley, 6 to 11 samples exceeded both the U.S. Environmental Protection Agency 's primary drinking water regulation (DWR) for lead (50 microgram/L) and the secondary drinking water regulation (SDWR) for copper (1,000 microgram/L). In Galloway, 12 of 14 samples exceeded the DWR for lead and 13 of 14 exceeded the SDWR for copper. After collecting the standing-water samples, the water was left running for 15 minutes and a second sample was collected. None of the running-water samples exceeded the regulations for lead or copper. Available data suggest a correlation between the residence time of soft, acidic groundwater in new home plumbing systems and elevated trace-metal concentrations in drinking water derived from domestic wells within the New Jersey Coastal Plain. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874146","usgsCitation":"Kish, G.R., Macy, J.A., and Mueller, R., 1987, Trace-metal leaching from plumbing materials exposed to acidic ground water in three areas of the coastal plain of New Jersey: U.S. Geological Survey Water-Resources Investigations Report 87-4146, iv, 19 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874146.","productDescription":"iv, 19 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":157950,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4146/report-thumb.jpg"},{"id":56880,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f1a0e","contributors":{"authors":[{"text":"Kish, G. R.","contributorId":65118,"corporation":false,"usgs":true,"family":"Kish","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199118,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Macy, J. A.","contributorId":10047,"corporation":false,"usgs":true,"family":"Macy","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199117,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mueller, R.T.","contributorId":6481,"corporation":false,"usgs":true,"family":"Mueller","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":199116,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26741,"text":"wri864132 - 1987 - Statistical analysis relating well yield to construction practices and siting of wells in the Piedmont and Blue Ridge provinces of North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T12:12:48","indexId":"wri864132","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4132","title":"Statistical analysis relating well yield to construction practices and siting of wells in the Piedmont and Blue Ridge provinces of North Carolina","docAbstract":"A statistical analysis was made of data from more than 6,200 water wells drilled in the fractured crystalline rocks of the Blue Ridge, Piedmont, and western edge of the Coastal Plain where crystalline rocks underlie sediments at shallow depths. The study area encompassed 65 countries in western North Carolina, an area of 30,544 square mi, comprising nearly two-thirds of the State. Additional water supplies will be needed in western North Carolina as population and industrial development continue to increase. Ground water is an attractive alternative to surface water sources for moderate to large supplies. The statistical analysis was made to identify the geologic, topographic, and construction factors associated with high-yield wells. It is generally held that the crystalline rocks of Blue Ridge and Piedmont provinces yield only small amounts of water to wells, that water is obtained from vertical fractures that pinch out at a depth of about 300 feet because of lithostatic pressure, and that the function of a larger diameter well is primarily for storage. These concepts are reasonable when based upon the average well drilled in these rocks: a domestic well, 125 feet deep, 6 inches or less in diameter, and located on a hill or ridge. However, statistical analysis shows that wells in draws or valleys have average yields three times those of wells on hills and ridges. Wells in the most productive hydrogeologic units have average yields twice those of wells in the least productive units. Wells in draws and valleys in the most productive units average five times more yield than wells on hills and ridges in the least productive units. Well diameter can have significant influence on yield; for a given depth, yield is directly proportional to well diameter. Maximum well yields are obtained from much greater depths than previously believed. For example, the average yield of 6-inch diameter wells located in draws and valleys can be expected to reach a maximum of about 45 gallons per minute at depths of 500 to 525 feet; for similarly located 12-inch diameter wells, the average yield can be expected to reach a maximum of about 150 gallons per min at depths of 700 to 800 ft. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864132","usgsCitation":"Daniel, C., 1987, Statistical analysis relating well yield to construction practices and siting of wells in the Piedmont and Blue Ridge provinces of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 86-4132, v, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864132.","productDescription":"v, 54 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158536,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4132/report-thumb.jpg"},{"id":55619,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4132/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Blue Ridge Province, Piedmont 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,{"id":28411,"text":"wri874103 - 1987 - Ground-water resources of the Bisbee-Naco Area, Cochise County, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri874103","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4103","title":"Ground-water resources of the Bisbee-Naco Area, Cochise County, Arizona","docAbstract":"The Bisbee-Naco Area is in southeastern Arizona and northeastern Sonora, Mexico. Annual rainfall averages about 17 inches. The basin fill is the principal aquifer and supplies about 95% of all water for domestic purposes. The total groundwater pumped in 1985 was about 6,500 acre/ft. Of that amount, 2,200 acre-ft was used for domestic use and the rest was used for irrigation and livestock. Domestic use is expected to increase 20% by the year 2000. Water levels at the Bisbee well field have remained virtually unchanged since 1953, but water levels have declined about 25% in areas east and southeast of the well field. The native groundwater in the area is a calcium bicarbonate type and generally is suitable for domestic use. Groundwater down-gradient from a mine tailings pond contains 650 to 850 mg/l of sulfate. Recharge occurs naturally through direct infiltration or rainfall along the mountain fronts and through subsurface inflow from adjacent areas. Some water is recharged through direct infiltration from a mine tailings pond, sewage ponds, septic systems, and urban runoff. The potential for contamination exists from mine tailings, sewage, and urban runoff. No other sources of drinking water are readily available in the immediate area. Potential alternate sources of drinking water are the aquifers underlying Sulphur Spring Valley and San Pedro River valley. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874103","usgsCitation":"Littin, G.R., 1987, Ground-water resources of the Bisbee-Naco Area, Cochise County, Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4103, iv, 34 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874103.","productDescription":"iv, 34 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":122696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4103/report-thumb.jpg"},{"id":57215,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4103/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696baf","contributors":{"authors":[{"text":"Littin, G. R.","contributorId":95924,"corporation":false,"usgs":true,"family":"Littin","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199751,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26757,"text":"wri874084 - 1987 - Movement of ground water in coal-bearing rocks near Fishtrap Lake in Pike County, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri874084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4084","title":"Movement of ground water in coal-bearing rocks near Fishtrap Lake in Pike County, Kentucky","docAbstract":"Eight test holes were core-drilled from various altitudes in a typical coal-bearing sequence rocks of Pennsylvania age in Pike County, eastern Kentucky. Vertical fractures were common in cores from shallow depths, but became less common or absent toward the bottom of two test holes drilled 400 and 291 ft deep. Most fractures readily injected water, and near the bottoms of the two deep holes, coal beds accepted water in the non-fractured rocks. Rhodamin-WT dye was injected in a 61-ft deep ridge-top well on October 24, 1985 and was detected in varying concentrations in water samples taken from all down-gradient piezometers at the study site on November 7, 1985. The presence of dye in down-gradient piezometers indicated that groundwater in the Eastern Kentucky coal field can move from areas of higher head to areas of lower head. The movement probably occurs in a stair-step fashion through a complex system of near-vertical fractures, and laterally through permeable rocks, which probably are the coal beds. This suggests that land uses on ridges could affect the quality of water from wells or springs at lower altitudes on hillsides or in the valley bottoms even though separated by a thick interval of rocks that include beds of low primary permeability. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874084","usgsCitation":"Davis, R.W., 1987, Movement of ground water in coal-bearing rocks near Fishtrap Lake in Pike County, Kentucky: U.S. Geological Survey Water-Resources Investigations Report 87-4084, iv, 24 p. :ill. ;28 cm., https://doi.org/10.3133/wri874084.","productDescription":"iv, 24 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":126418,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4084/report-thumb.jpg"},{"id":55647,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db641027","contributors":{"authors":[{"text":"Davis, R. W.","contributorId":93459,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196949,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":41793,"text":"ofr87363 - 1987 - Aeromagnetic map of the Maria Mountains area, southeastern California","interactions":[],"lastModifiedDate":"2012-02-02T00:11:04","indexId":"ofr87363","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-363","title":"Aeromagnetic map of the Maria Mountains area, southeastern California","language":"ENGLISH","doi":"10.3133/ofr87363","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Aeromagnetic map of the Maria Mountains area, southeastern California: U.S. Geological Survey Open-File Report 87-363, 1 map :photocopy ;56 x 91 cm., on sheet 77 x 111 cm., https://doi.org/10.3133/ofr87363.","productDescription":"1 map :photocopy ;56 x 91 cm., on sheet 77 x 111 cm.","costCenters":[],"links":[{"id":168464,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79501,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0363/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691e5f","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530630,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":42627,"text":"ofr87559 - 1987 - Preliminary surficial geology map of the Cheyenne urban area, Laramie County, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:17:18","indexId":"ofr87559","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-559","title":"Preliminary surficial geology map of the Cheyenne urban area, Laramie County, Wyoming","docAbstract":"The geologic map of the Cheyenne Urban Area shows the following elements: (1) artificial fill at miscellaneous sites; (2) artificial fill in areas of large residential developments constructed since 1945; (3) artificial fill in areas of extensive construction activity; (4) undifferentiated alluvium (holocene); (5) terrace alluvium (holocene); (6) alluvial fan deposits (holocene); (7) slope deposits (holocene and pleistocene); (8) tan sandy alluvium (pleistocene); (9) pediment deposits (pleistocene); (10) deposits of terrace Qt1 (pleistocene); (11) deposits of terraces Qt1A, Qt1B, Qt1C (pleistocene); (12) Deposits of Qt2 (pleistocene); (13) Deposits of terrace Qt3 (pleistocene); (14) brown gravelly deposits (pleistocene); and (15) Ogallalla formation (miocene). (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/ofr87559","usgsCitation":"Cooley, M.E., 1987, Preliminary surficial geology map of the Cheyenne urban area, Laramie County, Wyoming: U.S. Geological Survey Open-File Report 87-559, 1 map :photocopy ;71 x 91 cm., on sheet 85 x 102 cm., https://doi.org/10.3133/ofr87559.","productDescription":"1 map :photocopy ;71 x 91 cm., on sheet 85 x 102 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":80403,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0559/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173271,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db6697bf","contributors":{"authors":[{"text":"Cooley, M. E.","contributorId":89868,"corporation":false,"usgs":true,"family":"Cooley","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":226850,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":42859,"text":"ofr87425 - 1987 - Preliminary geologic map of the McCann 15'-quadrangle, Nye County, Nevada","interactions":[],"lastModifiedDate":"2022-09-09T19:50:03.306713","indexId":"ofr87425","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-425","title":"Preliminary geologic map of the McCann 15'-quadrangle, Nye County, Nevada","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87425","usgsCitation":"Keith, W.J., 1987, Preliminary geologic map of the McCann 15'-quadrangle, Nye County, Nevada: U.S. Geological Survey Open-File Report 87-425, 1 Plate: 20.49 × 23.51 inches, https://doi.org/10.3133/ofr87425.","productDescription":"1 Plate: 20.49 × 23.51 inches","costCenters":[],"links":[{"id":173104,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":108728,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17261.htm","linkFileType":{"id":5,"text":"html"},"description":"17261"},{"id":80689,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0425/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Nevada","county":"Nye County","otherGeospatial":"McCann 15'-quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.75,\n              38.25\n            ],\n            [\n              -116.5,\n              38.25\n            ],\n            [\n              -116.5,\n              38.5\n            ],\n            [\n              -116.75,\n              38.5\n            ],\n            [\n              -116.75,\n              38.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b0d1","contributors":{"authors":[{"text":"Keith, William J.","contributorId":21146,"corporation":false,"usgs":true,"family":"Keith","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":227277,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":41024,"text":"ofr87451 - 1987 - Potentiometric surface of the upper Floridan Aquifer, west-central Florida, May 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:05:04","indexId":"ofr87451","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-451","title":"Potentiometric surface of the upper Floridan Aquifer, west-central Florida, May 1987","docAbstract":"A May 1987 potentiometric surface map of the Upper Floridan aquifer in west-central Florida depicts water levels for the annual low water-level period. Water levels in most wells measured in May 1987 were lower than in September 1986. May levels averaged about 0.5 foot higher than September levels in latitudes north of the Hillsborough-Pasco County line and about 6 feet lower in southern areas. The average water-level change between May 1986 and May 1987 in individual wells was more than 3 feet. Average water levels in most wells measured in May 1987 were more than 2 feet higher than May 1986 levels in the north and more than 4 feet higher in the south. (USGS)","language":"ENGLISH","doi":"10.3133/ofr87451","usgsCitation":"Lewelling, B., 1987, Potentiometric surface of the upper Floridan Aquifer, west-central Florida, May 1987: U.S. Geological Survey Open-File Report 87-451, 1 map :photocopy ;79 x 56 cm., on sheet 92 x 69 cm., https://doi.org/10.3133/ofr87451.","productDescription":"1 map :photocopy ;79 x 56 cm., on sheet 92 x 69 cm.","costCenters":[],"links":[{"id":136751,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":78905,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0451/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682c71","contributors":{"authors":[{"text":"Lewelling, B. R.","contributorId":17969,"corporation":false,"usgs":true,"family":"Lewelling","given":"B. R.","affiliations":[],"preferred":false,"id":224346,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":42989,"text":"ofr86465R - 1987 - Stratigraphic cross section R - R' showing electric logs of upper Cretaceous and older rocks, Powder River Basin, Natrona, Converse, Niobrara, and Weston Counties, Wyoming","interactions":[{"subject":{"id":42989,"text":"ofr86465R - 1987 - Stratigraphic cross section R - R' showing electric logs of upper Cretaceous and older rocks, Powder River Basin, Natrona, Converse, Niobrara, and Weston Counties, Wyoming","indexId":"ofr86465R","publicationYear":"1987","noYear":false,"chapter":"R","title":"Stratigraphic cross section R - R' showing electric logs of upper Cretaceous and older rocks, Powder River Basin, Natrona, Converse, Niobrara, and Weston Counties, Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":68793,"text":"oc137 - 1993 - Stratigraphic cross sections M-M' through R-R', showing electric logs of upper Cretaceous and older rocks, Powder River Basin, Wyoming","indexId":"oc137","publicationYear":"1993","noYear":false,"title":"Stratigraphic cross sections M-M' through R-R', showing electric logs of upper Cretaceous and older rocks, Powder River Basin, Wyoming"},"id":1}],"supersededBy":{"id":68793,"text":"oc137 - 1993 - Stratigraphic cross sections M-M' through R-R', showing electric logs of upper Cretaceous and older rocks, Powder River Basin, Wyoming","indexId":"oc137","publicationYear":"1993","noYear":false,"title":"Stratigraphic cross sections M-M' through R-R', showing electric logs of upper Cretaceous and older rocks, Powder River Basin, Wyoming"},"lastModifiedDate":"2022-04-12T19:31:12.676363","indexId":"ofr86465R","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-465","chapter":"R","title":"Stratigraphic 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