This report contains a summary of ground-water-quality data for Wisconsin and an evaluation of the adequacy of these data for assessing the impact of land disposal of wastes on ground-water quality. Chemical analyses used in data summaries were limited to those stored in the USGS computer system (WATSTORE). Information on documented instances of ground-water contamination and sources of potential contamination from land disposal of wastes was provided by the Wisconsin Department of Natural Resources. Available data provide an overview of ground water quality but may be insufficient for assessment of ground-water contamination from land disposal of wastes. Many sources of potential ground-water contamination (landfills, surface waste-storage impoundments, and buried tanks) are known. Some of these are probably causing local ground-water contamination that is not apparent from available regional data. Information needs for assessment of ground-water contamination from land disposal of wastes include improved understanding of both ground-water hydrology and the chemical behavior of specific contaminants in the environment. (USGS)
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db6841a5","contributors":{"authors":[{"text":"Kammerer, Phil A. Jr.","contributorId":85993,"corporation":false,"usgs":true,"family":"Kammerer","given":"Phil","suffix":"Jr.","email":"","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":198977,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27540,"text":"wri844295 - 1984 - Steady-state computer model of the water-table aquifer in the Mullica River basin, the Pine Barrens, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri844295","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4295","title":"Steady-state computer model of the water-table aquifer in the Mullica River basin, the Pine Barrens, New Jersey","docAbstract":"A two-dimensional steady-state model of the water-table aquifer of the Mullica River basin was made to evaluate the flow system and data required to simulate it. The Mullica River basin covers 570 sq mi and is drained by numerous shallow streams. The water-table aquifer consists of sand and gravel intermixed with clay and silt. The computer model is based on a finite-difference method with stream-seepage equations coupled to the groundwater equation. The model was applied to the approximately steady-state conditions of March 1979. Initial estimates of streambed hydraulic conductance and aquifer hydraulic conductivity were adjusted until model water level matched measured water level within 5 ft for 41 of 42 wells. Also, model streamflow was within 20 percent of measured streamflow at 12 of 15 sites. The 5,000-ft grid spacing should be adequate for a future predictive model. The natural flow system is adequately simulated by a two-dimensional model. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844295","usgsCitation":"Harbaugh, A., and Tilley, C., 1984, Steady-state computer model of the water-table aquifer in the Mullica River basin, the Pine Barrens, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 84-4295, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844295.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158557,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4295/report-thumb.jpg"},{"id":56397,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4295/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b469a","contributors":{"authors":[{"text":"Harbaugh, A.W.","contributorId":15208,"corporation":false,"usgs":true,"family":"Harbaugh","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":198287,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tilley, C.L.","contributorId":93538,"corporation":false,"usgs":true,"family":"Tilley","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":198288,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28883,"text":"wri844177 - 1984 - Phosphorus loading to McGrath and Ellis ponds, Kennebec County, Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844177","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4177","title":"Phosphorus loading to McGrath and Ellis ponds, Kennebec County, Maine","docAbstract":"McGrath and Ellis Ponds in south-central Maine have been identified as having nuisance algae blooms. In 1978, a cooperative study between the U.S. Geological Survey and the Maine Department Environmental Protection was begun to evaluate areas in which restoration effort would best improve water quality of the ponds. Streamflow and phosphorus data were collected from 28 tributaries to the ponds, April 1 through September 30, 1978 and 1979. Phosphorus yields from each tributary watershed were compared to determine their relative importance to the phosphorus budgets of the ponds. Three tributaries to the ponds were estimated to contribute 44 percent of the phosphorus load, yet drain only 22 percent of the watershed. Phosphorus input to the ponds likely would be most easily reduced by instituting phosphorus control practices in parts of the basin drained by the three tributaries. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844177","usgsCitation":"Nichols, W.J., Sowles, J., and Lobao, J., 1984, Phosphorus loading to McGrath and Ellis ponds, Kennebec County, Maine: U.S. Geological Survey Water-Resources Investigations Report 84-4177, v, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844177.","productDescription":"v, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159622,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4177/report-thumb.jpg"},{"id":57756,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4177/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6864f5","contributors":{"authors":[{"text":"Nichols, Wallace J.","contributorId":81106,"corporation":false,"usgs":false,"family":"Nichols","given":"Wallace","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200557,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sowles, J.W.","contributorId":35366,"corporation":false,"usgs":true,"family":"Sowles","given":"J.W.","affiliations":[],"preferred":false,"id":200556,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lobao, J.J.","contributorId":89183,"corporation":false,"usgs":true,"family":"Lobao","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":200558,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29404,"text":"wri844197 - 1984 - Ground-water level data and preliminary potentiometric-surface maps, Yucca Mountain and vicinity, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri844197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4197","title":"Ground-water level data and preliminary potentiometric-surface maps, Yucca Mountain and vicinity, Nye County, Nevada","docAbstract":"The report contains a table of ground-water level data and two preliminary potentiometric-surface maps for the Yucca Mountain area. The water-level surface shown on the maps generally represents water-table (unconfined) conditions. The water table in the Yucca Mountain area occurs in ash-flow and air-fall tuffs of tertiary age. West of the crest of Yucca Mountain, water-level altitudes are about 775 meters above sea level. Along the eastern edge and southern end of Yucca Mountain, the potentiometic surface generally is nearly flat, is about 728 to 730 meters above sea level, and has a southeastward slope. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844197","usgsCitation":"Robison, J.H., 1984, Ground-water level data and preliminary potentiometric-surface maps, Yucca Mountain and vicinity, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4197, iii, 8 p. :maps ;28 cm., https://doi.org/10.3133/wri844197.","productDescription":"iii, 8 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119518,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4197/report-thumb.jpg"},{"id":58255,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66795b","contributors":{"authors":[{"text":"Robison, J. H.","contributorId":60183,"corporation":false,"usgs":true,"family":"Robison","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201476,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26360,"text":"wri844012 - 1984 - A reconnaissance study of saltwater contamination in the El Dorado aquifer, Union County, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri844012","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4012","title":"A reconnaissance study of saltwater contamination in the El Dorado aquifer, Union County, Arkansas","docAbstract":"Since 1960 chloride concentrations in the El Dorado aquifer have increased near El Dorado, Arkansas. The aquifer is a major source for municipal and industrial water supply in Union County. Greatest withdrawal occurs near El Dorado. Because of this withdrawal, the potentiometric surface at El Dorado has been lowered more than 300 feet. Geologic, hydrologic, and chemical data indicate that water from a graben south and east of El Dorado is the source of contamination from salt within the El Dorado aquifer. The data indicates that surface brines and deeper aquifers are not the sources of chloride contamination. Lowering the potentiometric surface near El Dorado has caused water to move out of the graben toward El Dorado. Estimates based on interpretation of electric logs for two wells in the graben indicate chloride equivalents may be as high as 2,500 milligrams per liter in the aquifer. Concentrations outside the graben range from 130 to 650 milligrams per liter at the west end of the graben and from 25 to 150 milligrams per liter farther west and north. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844012","usgsCitation":"Broom, M.E., Kraemer, T.F., and Bush, W.V., 1984, A reconnaissance study of saltwater contamination in the El Dorado aquifer, Union County, Arkansas: U.S. Geological Survey Water-Resources Investigations Report 84-4012, v, 47 p. :ill., maps (some folded) ;28 cm., https://doi.org/10.3133/wri844012.","productDescription":"v, 47 p. :ill., maps (some folded) ;28 cm.","costCenters":[],"links":[{"id":124131,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4012/report-thumb.jpg"},{"id":55157,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4012/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a85ef","contributors":{"authors":[{"text":"Broom, Matthew E.","contributorId":101668,"corporation":false,"usgs":true,"family":"Broom","given":"Matthew","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196253,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kraemer, T. F.","contributorId":63400,"corporation":false,"usgs":true,"family":"Kraemer","given":"T.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196251,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bush, William V.","contributorId":93536,"corporation":false,"usgs":true,"family":"Bush","given":"William","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":196252,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28853,"text":"wri844110 - 1984 - Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri844110","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4110","title":"Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee","docAbstract":"Techniques are presented for estimating the magnitude and frequency of peak discharges and storm runoff on stream in urban areas of Memphis, Tennessee. Comprehensive analyses were made in which physical characteristics of streams are related to snythetic flood characteristics at gaging stations. Equations derived from analyses provide estimates of peak discharges with recurrence intervals of 2 to 100 years on streams that have drainage areas less than 20 square miles. The regression analyses indicated that size of drainage area and condition of channel (paved or unpaved) are the most significant basin characteristics affecting the magnitude and frequency of floods in urban streams. Data from 27 gaging stations with 8 years of record were used in the analyses. Flood frequency at each gaging station was computed from calibrated parameters in a rainfall-runoff model. Techniques are also presented for estimating discharge hydrographs for individual floods by using the unit hydrograph, lag time, and rainfall excess. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844110","usgsCitation":"Neely, B., 1984, Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 84-4110, iv, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844110.","productDescription":"iv, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_84_4110.jpg"},{"id":2338,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri844110","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5ef1dc","contributors":{"authors":[{"text":"Neely, B.L.","contributorId":90344,"corporation":false,"usgs":true,"family":"Neely","given":"B.L.","affiliations":[],"preferred":false,"id":200509,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26375,"text":"wri834195 - 1984 - Atmospheric deposition of selected chemicals and their effect on nonpoint-source pollution in the Twin Cities Metropolitan Area, Minnesota","interactions":[],"lastModifiedDate":"2018-03-05T11:32:18","indexId":"wri834195","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4195","title":"Atmospheric deposition of selected chemicals and their effect on nonpoint-source pollution in the Twin Cities Metropolitan Area, Minnesota","docAbstract":"Atmospheric deposition and subsequent runoff concentrations of total Kjeldahl nitrogen, dissolved nitrite-plus-nitrate nitrogen, total phosphorus, total sulfate (only for atmospheric deposition), total chloride, and total lead were studied from April 1 to October 31, 1980, in one rural and three urban watersheds in the Twin Cities Metropolitan Area, Minnesota. Seasonal patterns of wetfall and dryfall generally were similar for all constituents except chloride in both rural and urban watersheds. Similarity between constituents and between rural and urban watersheds suggested that regional air masses transported from the Gulf of Mexico by frontal storm movements influence seasonal patterns of atmospheric deposition in the metropolitan area. Local influences such as industrial, agricultural, and vehicular air pollutants were found to influence the magnitude or rate of atmospheric deposition rather than the seasonal pattern. Chloride was primarily influenced by northwest frontal storms laden with coastal chloride. Local influences such as dust from road deicing salt dust are thought to have caused an increase in atmospheric chloride during June.
\nThe atmospheric contribution to nonpoint-source-runoff pollution of nitrogen, in the form of nitrite-plus-nitrate, and lead was extremely high contributing as much as 84 percent of the runoff load. In contrast, phosphorus and chloride inputs were low averaging of 6 percent of the total runoff load. Future investigations of nonpoint-source pollution in runoff might include collection of data on atmospheric deposition of nitrite-plus-nitrate nitrogen and lead because of the importance of that source of these constituents in runoff.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834195","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities Area","usgsCitation":"Brown, R.G., 1984, Atmospheric deposition of selected chemicals and their effect on nonpoint-source pollution in the Twin Cities Metropolitan Area, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 83-4195, iv, 24 p., https://doi.org/10.3133/wri834195.","productDescription":"iv, 24 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":124244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4195/report-thumb.jpg"},{"id":55167,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4195/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Twin Cities Metropolitan 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:{\"name\":\"Anoka\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d894","contributors":{"authors":[{"text":"Brown, R. G.","contributorId":106118,"corporation":false,"usgs":true,"family":"Brown","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196280,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28833,"text":"wri844080 - 1984 - Ground-water-quality appraisal of sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena Counties, Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T10:29:46","indexId":"wri844080","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4080","title":"Ground-water-quality appraisal of sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena Counties, Minnesota","docAbstract":"Water samples were collected periodically from 124 wells completed in sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena Counties, Minnesota, to determine baseline water quality, provide data for evaluation of trends, and to investigate seasonal variations in concentrations of selected chemical constituents during a 3-year study that began in October 1979. Results of the study show that the water is predominantly a calcium bicarbonate type with low to moderate concentrations of dissolved solids (77 to 710 milligrams per liter), and that it generally is suitable chemically for most uses. Concentrations of most constituents are below limits for domestic consumption recommended by the Minnesota Pollution Control Agency and the U.S. Environmental Protection Agency. Concentrations of nitrite plus nitrate nitrogen, iron, and manganese in localized areas, however, exceed the recommended limits. Comparison of current data to historical data indicates that concentrations of nitrite plus nitrate nitrogen and chloride have increased in local agricultural areas.
\nData indicate that concentrations of certain chemical constituents vary seasonally and annually with changes in ground-water levels. This relationship suggests that chemicals infiltrate the land surface and percolate to the water table during major recharge events.
\nSite-specific investigations at the Staples Irrigation Center near Staples, Minnesota, indicate that, in addition to seasonal variation, nitrite plus nitrate nitrogen and chloride concentrations decreased with depth while iron concentrations increased. Although no direct quantifiable relationship between concentration and depth was found, mean nitrite plus nitrate nitrogen and chloride concentrations were both 15 milligrams per liter near the top of the aquifer and were 0.1 and 3.5 milligrams per liter, respectively, near the bottom; mean concentrations of dissolved iron were 460 ug/L near the top of the aquifer and 3840 ug/L near the bottom. Data show that the stratification with depth of nitrite plus nitrate nitrogen, chloride, and iron exists at least several hundred feet from the source area throughout most of the year. Chemical stratification appears to be greatest during periods of little recharge.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri844080","collaboration":"Prepared in cooperation with the Soil and Water Conservation Districts of Hubbard, Morrison, Otter Tail, and Wadena Counties, and the Minnesota Department of Natural Resources","usgsCitation":"Myette, C., 1984, Ground-water-quality appraisal of sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena Counties, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4080, v, 49 p., https://doi.org/10.3133/wri844080.","productDescription":"v, 49 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":57705,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4080/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118940,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4080/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County, Morrison County, Otter Tail County, Wadena County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-95.1817,47.4124],[-94.6911,47.4106],[-94.6711,47.4103],[-94.6708,47.3225],[-94.6628,47.3221],[-94.6624,47.1498],[-94.6623,47.1429],[-94.664,46.9771],[-94.6554,46.9772],[-94.6597,46.8041],[-94.7856,46.8058],[-94.7835,46.6301],[-94.7802,46.6301],[-94.7833,46.4156],[-94.7774,46.4138],[-94.78,46.411],[-94.7825,46.4046],[-94.783,46.4005],[-94.7823,46.3973],[-94.777,46.3941],[-94.7724,46.3951],[-94.7711,46.3946],[-94.7664,46.3937],[-94.7644,46.3919],[-94.763,46.3878],[-94.759,46.3833],[-94.753,46.3819],[-94.7458,46.3829],[-94.7412,46.3834],[-94.7353,46.3816],[-94.7312,46.3748],[-94.7331,46.3698],[-95.1559,46.3708],[-95.1563,46.2828],[-95.1464,46.2825],[-95.1454,46.108],[-95.7693,46.1073],[-96.0862,46.1076],[-96.2667,46.109],[-96.2656,46.2854],[-96.2813,46.2851],[-96.2827,46.6308],[-96.1729,46.6307],[-96.1745,46.7187],[-96.0228,46.7179],[-96.0163,46.7199],[-96.0062,46.7178],[-95.1627,46.7191],[-95.1643,46.8072],[-95.1646,46.9789],[-95.1713,46.9788],[-95.1724,47.049],[-95.1696,47.1496],[-95.1694,47.3238],[-95.1827,47.3241],[-95.1817,47.4124]]],[[[-94.651,46.3462],[-94.6503,46.3457],[-94.6444,46.3453],[-94.6417,46.3454],[-94.6358,46.3463],[-94.6319,46.345],[-94.6305,46.3413],[-94.6285,46.3381],[-94.627,46.3317],[-94.625,46.3285],[-94.623,46.3267],[-94.619,46.3235],[-94.6163,46.3222],[-94.613,46.3218],[-94.6084,46.3223],[-94.6032,46.3237],[-94.5973,46.3256],[-94.5894,46.3229],[-94.5774,46.3175],[-94.5668,46.3116],[-94.5589,46.308],[-94.5535,46.3048],[-94.5469,46.3035],[-94.5423,46.3022],[-94.5351,46.3041],[-94.5365,46.3054],[-94.5358,46.3073],[-94.5325,46.3087],[-94.5247,46.3092],[-94.5227,46.3096],[-94.5174,46.3106],[-94.5122,46.3129],[-94.5063,46.3143],[-94.4991,46.3148],[-94.4925,46.3144],[-94.4839,46.314],[-94.4728,46.3187],[-94.465,46.3238],[-94.4572,46.3266],[-94.4466,46.329],[-94.4335,46.3318],[-94.4236,46.3296],[-94.4196,46.3269],[-94.4176,46.3255],[-94.4084,46.3233],[-94.4004,46.3178],[-94.3964,46.3114],[-94.3957,46.311],[-94.3937,46.306],[-94.3864,46.3019],[-94.3831,46.2996],[-94.3745,46.2983],[-94.3706,46.2983],[-94.3666,46.2979],[-94.3574,46.297],[-94.3547,46.2961],[-94.3501,46.2939],[-94.3475,46.2925],[-94.3461,46.2893],[-94.3454,46.282],[-94.344,46.2779],[-94.3427,46.277],[-94.3387,46.2747],[-94.3367,46.2733],[-94.336,46.2715],[-94.3373,46.2697],[-94.3419,46.2674],[-94.3465,46.2669],[-94.3491,46.265],[-94.3523,46.2618],[-94.3523,46.259],[-94.3529,46.2558],[-94.3575,46.2526],[-94.362,46.2494],[-94.3646,46.2471],[-94.3653,46.2457],[-94.3672,46.2443],[-94.3711,46.2411],[-94.375,46.2397],[-94.3783,46.2387],[-94.3823,46.2382],[-94.3862,46.2369],[-94.3875,46.2346],[-94.3881,46.2313],[-94.3887,46.2295],[-94.3907,46.229],[-94.3926,46.2267],[-94.3938,46.2198],[-94.3944,46.213],[-94.3944,46.2093],[-94.3924,46.2075],[-94.3917,46.2057],[-94.3877,46.2025],[-94.385,46.1988],[-94.3837,46.197],[-94.3823,46.1952],[-94.3737,46.1888],[-94.369,46.1834],[-94.3664,46.1797],[-94.367,46.1761],[-94.3715,46.1724],[-94.3701,46.166],[-94.3707,46.1618],[-94.3727,46.1595],[-94.3726,46.1568],[-93.8107,46.1551],[-93.8099,45.9812],[-93.7667,45.9812],[-93.7641,45.8202],[-93.9254,45.8216],[-94.0515,45.8262],[-94.3513,45.8228],[-94.3499,45.8173],[-94.3466,45.8141],[-94.3426,45.811],[-94.338,45.8078],[-94.3328,45.8042],[-94.3295,45.8014],[-94.3262,45.8001],[-94.3235,45.7992],[-94.3183,45.7997],[-94.3144,45.7992],[-94.3118,45.7983],[-94.3105,45.7965],[-94.3091,45.792],[-94.3077,45.7888],[-94.3051,45.7865],[-94.3018,45.7838],[-94.2972,45.7829],[-94.2894,45.7806],[-94.2841,45.7793],[-94.2802,45.778],[-94.2782,45.777],[-94.6438,45.7758],[-94.6419,45.9328],[-94.6478,45.9327],[-94.6466,46.2835],[-94.6519,46.2834],[-94.651,46.3462]]]]},\"properties\":{\"name\":\"Hubbard\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a14a","contributors":{"authors":[{"text":"Myette, C. F.","contributorId":97115,"corporation":false,"usgs":true,"family":"Myette","given":"C. F.","affiliations":[],"preferred":false,"id":200480,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26383,"text":"wri824049 - 1984 - Flow routing in the Susquehanna River basin: Part V – Flow-routing models for the West Branch Susquehanna River basin, Pennsylvania","interactions":[],"lastModifiedDate":"2022-01-04T20:02:21.811502","indexId":"wri824049","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4049","title":"Flow routing in the Susquehanna River basin: Part V – Flow-routing models for the West Branch Susquehanna River basin, Pennsylvania","docAbstract":"Digital-computer, daily-flow routing models were developed for four consecutive reaches of the West Branch Susquehanna River between Curwensville and Lewisburg, Pennsylvania. These models will enable water-resources managers to evaluate efficiently the effect of present and future water-resources developments on streamflows at six locations along the West Branch Susquehanna River. The models utilize a unit-response, convolution technique of flowrouting based on diffusion analogy and multilinearization. Estimates of streamflow from the intervening areas of each reach, wave celerity, and wave-dispersion coefficients are the model parameters. These were adjusted until simulated outflow hydrographs and flow statistics adequately approximated those for observed flow data. The overall accuracy of the models is considered good. Average, absolute, daily flow errors between observed and simulated flows ranged from 8.82 to 13.70 percent for the periods that were evaluated. Volume errors for the same periods were between -0.01 and 1.61 percent. Estimates of the 7-day, 10-year low flows for simulated conditions were within 5 percent of those computed for observed flows.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824049","usgsCitation":"Brua, S.A., 1984, Flow routing in the Susquehanna River basin: Part V – Flow-routing models for the West Branch Susquehanna River basin, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 82-4049, v, 42 p., https://doi.org/10.3133/wri824049.","productDescription":"v, 42 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":119099,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4049/report-thumb.jpg"},{"id":55172,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4049/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393872,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35573.htm"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Susquehanna River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -78.881,\n 40.6720\n ],\n [\n -76.4,\n 40.6720\n ],\n [\n -76.4,\n 41.717\n ],\n [\n -78.881,\n 41.717\n ],\n [\n -78.881,\n 40.6720\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de832","contributors":{"authors":[{"text":"Brua, S. A.","contributorId":53844,"corporation":false,"usgs":true,"family":"Brua","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196291,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29465,"text":"wri844245 - 1984 - Evaluation of the surface-water data network, Suwannee River basin, Florida, 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri844245","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4245","title":"Evaluation of the surface-water data network, Suwannee River basin, Florida, 1982","docAbstract":"In the 9,950 square mile area of the Suwannee River basin in Florida and Georgia, a network of 33 surface-water gaging stations operated for different periods of time from 1927 to 1982 was evaluated for its capability to provide program information for floodplain mapping, floodplain management, forecasting of flow extremes, and defining the impact of changes in land use on surface-water quantity and quality. Gaging stations are classified based on the type of data and number of years record as current use, long-term trend, and planning and design. Goals are established for each classification. Suggestions for program revisions include establishing crest-stage gages for high-flow and flood-profile data, defining and establishing a low-flow network, and establishing two and discontinuing one daily discharge station. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844245","usgsCitation":"Rumenik, R.P., and Coffin, J., 1984, Evaluation of the surface-water data network, Suwannee River basin, Florida, 1982: U.S. Geological Survey Water-Resources Investigations Report 84-4245, iv, 22 p. :maps ;28 cm., https://doi.org/10.3133/wri844245.","productDescription":"iv, 22 p. :maps ;28 cm.","costCenters":[],"links":[{"id":119622,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4245/report-thumb.jpg"},{"id":58309,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4245/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db6360f4","contributors":{"authors":[{"text":"Rumenik, Roger P.","contributorId":42626,"corporation":false,"usgs":true,"family":"Rumenik","given":"Roger","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":201565,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Coffin, J.E.","contributorId":75913,"corporation":false,"usgs":true,"family":"Coffin","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":201566,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26139,"text":"wri834119A - 1984 - Maps showing ground-water units and withdrawal, Basin and Range Province, Nevada","interactions":[],"lastModifiedDate":"2020-03-27T14:38:57","indexId":"wri834119A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4119","chapter":"A","title":"Maps showing ground-water units and withdrawal, Basin and Range Province, Nevada","docAbstract":"This report on ground-water units and withdrawal in the Basin and Range province of Nevada (see index map) was prepared as part of a program of the U.S. Geological Survey to identify prospective regions for further study relative to isolation of high-level nuclear waste (Bedinger f Sargent, and Reed, 1984), utilizing program guidelines defined in Sargent and Bedinger (1984). Also included in this report are selected references on pertinent geologic and hydrologic studies of the region. Other map reports in this series contain detailed data on ground-water quality, surface distribution of selected rock types, tectonic conditions, areal geophysics, Pleistocene lakes and marshes, and mineral and energy resources.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834119A","usgsCitation":"Bedinger, M.S., Harrill, J., and Thomas, J.M., 1984, Maps showing ground-water units and withdrawal, Basin and Range Province, Nevada: U.S. Geological Survey Water-Resources Investigations Report 83-4119, Report: 10 p.; 2 Plates: 43.27 x 39.62 inches and 55.63 x 33.73 inches, https://doi.org/10.3133/wri834119A.","productDescription":"Report: 10 p.; 2 Plates: 43.27 x 39.62 inches and 55.63 x 33.73 inches","costCenters":[],"links":[{"id":119077,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4119a/report-thumb.jpg"},{"id":54934,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4119a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":373621,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":373620,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4119a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Nevada","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120.0146484375,\n 35.02099970111467\n ],\n [\n -114.027099609375,\n 35.02099970111467\n ],\n [\n -114.027099609375,\n 42.00032514831621\n ],\n [\n -120.0146484375,\n 42.00032514831621\n ],\n [\n -120.0146484375,\n 35.02099970111467\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605a88","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":195881,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harrill, J. R.","contributorId":10417,"corporation":false,"usgs":true,"family":"Harrill","given":"J. R.","affiliations":[],"preferred":false,"id":195879,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thomas, J. M.","contributorId":62217,"corporation":false,"usgs":true,"family":"Thomas","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195880,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30364,"text":"wri844285 - 1984 - Gazetteer of hydrologic characteristics of streams in Massachusetts — Housatonic River basin","interactions":[],"lastModifiedDate":"2022-01-19T19:19:38.094155","indexId":"wri844285","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4285","title":"Gazetteer of hydrologic characteristics of streams in Massachusetts — Housatonic River basin","docAbstract":"The Housatonic River basin includes streams that drain 504 square miles in western Massachusetts and 30.5 square miles in eastern New York. Drainage areas, using the latest available 1:24,000 scale topographic maps, were computed for the first time for streams draining more than 3 square miles and were recomputed for data-collection sites. Streamflow characteristics for four gaged streams were calculated using a new data base with daily flow records through 1981. These characteristics include annual and monthly flow statistics, duration of daily flow values, and the annual 7-day mean low flow at the 2-year and 10-year recurrence intervals. Seven-day low-flow statistics are presented for 52 partial-record sites, and the procedures used to determine the hydrologic characteristics of the basin are summarized. Basin characteristics representing 14 commonly used indices to estimate various streamflows are provided for selected gaging stations. This gazetteer will aid in the planning and siting of water-resources related activities and will provide a common data base for governmental agencies and the engineering and planning communities.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844285","usgsCitation":"Wandle, S.W., and Lippert, R.G., 1984, Gazetteer of hydrologic characteristics of streams in Massachusetts — Housatonic River basin: U.S. Geological Survey Water-Resources Investigations Report 84-4285, iv, 34 p., https://doi.org/10.3133/wri844285.","productDescription":"iv, 34 p.","costCenters":[],"links":[{"id":394528,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36128.htm"},{"id":124256,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4285/report-thumb.jpg"},{"id":59150,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4285/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Massachusetts","otherGeospatial":"Housatonic River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -73.5,\n 42.05\n ],\n [\n -73.028,\n 42.05\n ],\n [\n -73.028,\n 42.567\n ],\n [\n -73.5,\n 42.567\n ],\n [\n -73.5,\n 42.05\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1172","contributors":{"authors":[{"text":"Wandle, S. W.","contributorId":86789,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":203129,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lippert, R. G.","contributorId":68356,"corporation":false,"usgs":true,"family":"Lippert","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203128,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30556,"text":"wri844266 - 1984 - Geohydrologic setting of Mirror Lake, West Thornton, New Hampshire","interactions":[],"lastModifiedDate":"2012-02-02T00:09:09","indexId":"wri844266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4266","title":"Geohydrologic setting of Mirror Lake, West Thornton, New Hampshire","docAbstract":"The drainage basin of Mirror Lake, New Hampshire is characterized by high knobs and ridges and steep land slopes. The lake is situated in the lower part of the basin, largely within glacial drift. Drift in most of the Mirror Lake drainage basin is till, which is as much as 50 meters thick, Crystalline bedrock underlying the drift is composed of schist, slate, and quartz monzonite of earliest Devonian age. These rocks are intensely folded and contain numerous fractures. Three small streams flow into Mirror Lake. Streamflow discharge into Mirror Lake differs between the two largest subbasins. Basin NW, which has a more round shape and thicker glacial drift than basin W, has greater stream discharge as well as greater sustained base flow. Ground water moves into most parts of Mirror Lake, and losses to ground water occur principally on the southeast side. Water-level data from piezometers and bedrock wells indicate dynamic ground-water movement within the fractured bedrock underlying Mirror Lake. These data also indicate very active interchange of ground water between bedrock and the overlying glacial drift. There are particularly strong hydraulic head gradients from the bedrock into the drift in the area between Mirror Lake and Hubbard Brook. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844266","usgsCitation":"Winter, T.C., 1984, Geohydrologic setting of Mirror Lake, West Thornton, New Hampshire: U.S. Geological Survey Water-Resources Investigations Report 84-4266, v, 61 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844266.","productDescription":"v, 61 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124075,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4266/report-thumb.jpg"},{"id":59322,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4266/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8e15","contributors":{"authors":[{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203449,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28025,"text":"wri844021 - 1984 - Geohydrologic reconnaissance of drainage wells in Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri844021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4021","title":"Geohydrologic reconnaissance of drainage wells in Florida","docAbstract":"Drainage wells are used to inject surface waters directly into an aquifer, or shallow ground waters directly into a deeper aquifer, primarily by gravity. Such wells in Florida may be grouped into two broad types: (1) surface-water injection wells, and (2) interaquifer connector wells. Drainage wells of the first type are further categorized as either Floridan aquifer drainage wells or Biscayne aquifer drainage wells. Floridan aquifer drainage wells are commonly used to supplement drainage for urban areas in karst terranes of central and north Florida. Data are available for 25 wells in the Ocala, Live Oak, and Orlando areas that allow comparison of the quality of water samples from these Floridan aquifer drainage wells with allowable contaminant levels. Comparison indicates that maximum contaminant levels for turbidity, color, and iron, manganese, and lead concentrations are equaled or exceeded in some drainage-well samples, and relatively high counts for coliform bacteria are present in most wells. Biscayne aquifer drainage wells are used locally to dispose of stormwater runoff and other surplus water in southeast Florida, where large numbers of these wells have been permitted in Dade and Broward Counties. The majority of these wells are used to dispose of water from swimming pools or to dispose of heated water from air-conditioning units. The use of Biscayne aquifer drainage wells may have minimal effect on aquifer potability so long as injection of runoff and industrial wates is restricted to zones where chloride concentrations exceed 1,500 milligrams per liter. Interaquifer connector wells are used in the phosphate mining areas of Polk and Hillsborough Counties, to drain mines and recharge the Floridan aquifer. Water-quality data available from 13 connector wells indicate that samples from most of these wells exceed standards values for iron concentration and turbidity. One well yielded a highly mineralized water, and samples from 6 of the other 12 wells exceed standards values for gross alpha concentrations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844021","usgsCitation":"Kimrey, J.O., and Fayard, L., 1984, Geohydrologic reconnaissance of drainage wells in Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4021, iv, 67 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844021.","productDescription":"iv, 67 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123371,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4021/report-thumb.jpg"},{"id":56861,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5457fd","contributors":{"authors":[{"text":"Kimrey, J. O.","contributorId":67533,"corporation":false,"usgs":true,"family":"Kimrey","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":199088,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fayard, L.D.","contributorId":46571,"corporation":false,"usgs":true,"family":"Fayard","given":"L.D.","affiliations":[],"preferred":false,"id":199087,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28444,"text":"wri834181 - 1984 - Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri834181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4181","title":"Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80","docAbstract":"Rainfall, runoff, and water quality data were collected at nine urban watersheds in the Tampa Bay area from 1975 to 1980. Watershed drainage area ranged from 0.34 to 0.45 sq mi. Land use was mixed. Development ranged from a mostly residential watershed with a 19% impervious surface, to a commercial-residential watershed with a 61% impervious surface. Average biochemical oxygen demand concentrations of base flow at two sites and of stormwater runoff at five sites exceeded treated sewage effluent standards. Average coliform concentrations of stormwater runoff at all sites were several orders of magnitude greater than standards for Florida Class III receiving water (for recreation or propagation and management of fish and wildlife). Average concentrations of lead and zinc in stormwater runoff were consistently higher than Class III standards. Stormwater-runoff loads and base-flow concentrations of biochemical oxygen demand, chemical oxygen demand, total nitrogen, total organic nitrogen, total phosphorus, and lead were related to runoff volume, land use, urban development, and antecedent daily rainfall by multiple linear regression. Stormwater-runoff volume was related to pervious area, hydraulically connected impervious surfaces, storm rainfall, and soil-infiltration index. Base-flow daily discharge was related to drainage area and antecedent daily rainfall. The flow regression equations of this report were used to compute 1979 water-year loads of biochemical oxygen demand, chemical oxygen demand, total nitrogen, total organic nitrogen, total phosphorus , and total lead for the nine Tampa Bay area urban watersheds. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834181","usgsCitation":"Lopez, M.A., and Giovannelli, R., 1984, Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80: U.S. Geological Survey Water-Resources Investigations Report 83-4181, vi, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834181.","productDescription":"vi, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4181/report-thumb.jpg"},{"id":57245,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4181/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f388f","contributors":{"authors":[{"text":"Lopez, M. A.","contributorId":12493,"corporation":false,"usgs":true,"family":"Lopez","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199809,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Giovannelli, R.F.","contributorId":71985,"corporation":false,"usgs":true,"family":"Giovannelli","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":199810,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28442,"text":"wri844015 - 1984 - Regional flood relations for unregulated lakes in west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4015","title":"Regional flood relations for unregulated lakes in west-central Florida","docAbstract":"Regional lake flood altitude in the Southwest Florida Water Management District for 2- to 500-year recurrence intervals was estimated by multiple linear-regression analysis. The average lake altitude was used as a reference above which flood volumes are related to lake geometry, watershed characteristics, and rainfall. Average altitude at surface-outflow lakes is related to the altitude of the lake surface shown on topographic maps, lake-outlet altitude, and annual rainfall. Average altitude at closed-basin lakes is related to the altitude of the lake surface shown on topographic maps. Flood volume above average altitude for surface-outflow lakes is related to lake geometry, watershed characteristics, and rainfall. The average standard error of estimate for regional relations of surface-outflow lakes ranges from 29 to 54 percent in the Central Lake District and from 50 to 58 percent in the Ocala Uplift District. The average standard error of estimate for regional relations of closed-basin lakes ranges from 22 to 40 percent. Regional relations for average altitude and flood volume above average altitude are used to weight station flood-altitude data. Tables comparing station, regional, and weighted lake flood altitudes are shown for 47 lakes used in the analysis. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844015","usgsCitation":"Lopez, M.A., and Hayes, R., 1984, Regional flood relations for unregulated lakes in west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4015, viii, 60 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844015.","productDescription":"viii, 60 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159182,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4015/report-thumb.jpg"},{"id":57243,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4015/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db63505b","contributors":{"authors":[{"text":"Lopez, M. A.","contributorId":12493,"corporation":false,"usgs":true,"family":"Lopez","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199805,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hayes, R.D.","contributorId":19197,"corporation":false,"usgs":true,"family":"Hayes","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":199806,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27333,"text":"wri844134 - 1984 - Techniques for estimating magnitude and frequency of floods on streams in Indiana","interactions":[],"lastModifiedDate":"2016-05-24T10:06:51","indexId":"wri844134","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4134","title":"Techniques for estimating magnitude and frequency of floods on streams in Indiana","docAbstract":"Equations are presented for estimating the magnitude and frequency of floods at ungaged sites on unregulated and nonurban streams in Indiana. The equations were developed by multiple-regression, analysis of basin characteristics and peak-flow statistical data from 242 gaged locations in Indiana, Ohio, and Illinois. The State of Indiana was divided into seven areas on the basis of the regression analysis. A set of equations for estimating peak discharges with recurrence intervals of 2, IO, 25, 50, and 100 years was developed for each area. Significant basin characteristics in the equations are drainage area, channel length, channel slope, mean annual precipitation, storage, precipitation intensity, and a runoff coefficient. Standard errors of estimate for the equations range from 24 to 45 percent.
\nMethods are also presented for estimating flood magnitude and frequency at sites on gaged streams. Flood-frequency data based on observed peaks are given for 270 gaged locations. Twenty of these are on regulated streams, and six are on urban streams. Basin characteristics are also included car 245 of the gaged locations on unregulated and nonurban streams. No techniques are given for estimating flood magnitude and frequency at ungaged sites on regulated or urban streams.
\nA rainfall-runoff model was tlsed to synthesize long-term peak data at 11 gaged locations on small streams. Flood-frequency curves developed from the long-term synthetic data were combined with curves based on short-term observed data to provide weighted estimates of flood magnitude and frequency at the rainfall-runoff stations.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c7e","contributors":{"authors":[{"text":"Glatfelter, D.R.","contributorId":11623,"corporation":false,"usgs":true,"family":"Glatfelter","given":"D.R.","affiliations":[],"preferred":false,"id":197935,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27332,"text":"wri834201 - 1984 - Floods of March 1982, Indiana, Michigan, and Ohio","interactions":[],"lastModifiedDate":"2016-05-24T09:53:24","indexId":"wri834201","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4201","title":"Floods of March 1982, Indiana, Michigan, and Ohio","docAbstract":"Rapid melting of a snowpack containing 2 to 6 inches of water equivalent coinciding with moderate rainfall caused flooding in March 1982 across northern Indiana, southern Michigan, and northwestern Ohio. Millions of dollars in property damage and the loss of four lives resulted from the flooding. Peak discharges at several gaging stations in each of the following river basins have recurrence intervals of 50 to greater than 100 years: Wabash, St. Joseph, River Raisin, Maumee, and Kankakee. Flooding in the Wabash River basin was confined to major tributaries draining from the north. The St. Joseph River experienced flooding having a recurrence interval of about 50 years. Peak discharges having recurrence intervals of 50 to greater than 100 years were recorded on the River Raisin. Flooding on most large streams in the Maumee River basin was the worst since 1913. The Kankakee River and its major tributary, Yellow River, recorded peak discharges having recurrence intervals greater than 100 years. Hydrologic data have been tabulated for 83 gaging stations and partial-record sites. Maps are presented to emphasize the severity and untimely sequence of meteorological conditions that provided the potential and triggered the floods. Hydrographs are shown for 32 gaging stations.
","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri834201","usgsCitation":"Glatfelter, D., Butch, G., and Stewart, J.A., 1984, Floods of March 1982, Indiana, Michigan, and Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4201, vi, 40 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834201.","productDescription":"vi, 40 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":56197,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4201/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124211,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4201/report-thumb.jpg"}],"country":"United States","state":"Indiana, Michigan, 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A.","contributorId":50158,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197933,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28728,"text":"wri844242 - 1984 - Oregon ground-water quality and its relation to hydrogeologic factors — A statistical approach","interactions":[],"lastModifiedDate":"2022-01-04T19:41:38.50013","indexId":"wri844242","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4242","title":"Oregon ground-water quality and its relation to hydrogeologic factors — A statistical approach","docAbstract":"An appraisal of Oregon ground-water quality was made using existing data accessible through the U.S. Geological Survey computer system. The data available for about 1,000 sites were separated by aquifer units and hydrologic units. Selected statistical moments were described for 19 constituents including major ions. About 96 percent of all sites in the data base were sampled only once. The sample data were classified by aquifer unit and hydrologic unit and analysis of variance was run to determine if significant differences exist between the units within each of these two classifications for the same 19 constituents on which statistical moments were determined. Results of the analysis of variance indicated both classification variables performed about the same, but aquifer unit did provide more separation for some constituents. Samples from the Rogue River basin were classified by location within the flow system and type of flow system. The samples were then analyzed using analysis of variance on 14 constituents to determine if there were significant differences between subsets classified by flow path. Results of this analysis were not definitive, but classification as to the type of flow system did indicate potential for segregating water-quality data into distinct subsets.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db691139","contributors":{"authors":[{"text":"Miller, T. L.","contributorId":54557,"corporation":false,"usgs":true,"family":"Miller","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200301,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gonthier, J. B.","contributorId":63805,"corporation":false,"usgs":true,"family":"Gonthier","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":200302,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27259,"text":"wri844317 - 1984 - Preliminary study of the aquifers of the lower Mesilla Valley in Texas and New Mexico by model simulation","interactions":[],"lastModifiedDate":"2022-11-29T20:16:34.84596","indexId":"wri844317","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4317","title":"Preliminary study of the aquifers of the lower Mesilla Valley in Texas and New Mexico by model simulation","docAbstract":"The aquifers in the lower Mesilla Valley of Texas and New Mexico provide water for irrigation, industrial use, and municipal supply. At present (1984), the shallow aquifer is used principally for irrigation. The medium-depth aquifer (the top of which is about 160 to 260 feet below land surface) and deep aquifer (about 460 to 680 feet below land surface) are used almost exclusively by the city of El Paso to provide about 28 percent of the city's ground-water withdrawal of about 82,000 acre-feet in 1980; however, a small percentage of the pumpage is from the shallow aquifer. The potential use of the medium-depth and deep aquifers for irrigation, together with a planned increase in pumping by the city, is causing concern on the part of El Paso water planners over the impact of this development on the limited supply from the two aquifers.
\nA three-dimensional digital model of the aquifers was developed to evaluate the responses of water levels to various plans of development, with particular emphasis on the medium-depth and deep aquifers in and near the Canutillo well field. Simulations also were made to show the effect of eliminating seepage from the Rio Grande to the aquifer system.
\nThe model simulations indicate that if pumpage by the city of El Paso during 1^76-80 increases to 10,000 acre-feet, per year from the medium-depth aquifer and to 20,000 acre-feet per year from the deep aquifer, and elsewhere in the study area pumping was held constant at the 1975 rate, then additional lowering of water levels in representative observation wells would be as much as 24 feet in the medium-depth aquifer and as much as 52 feet in the deep aquifer. The water levels would decline sharply during the first few months, after which the levels would become nearly stable because the leakage between the aquifers probably is enough to balance the increased pumpage. The model also indicated that lining of the channel of the Rio Grande would result in an additional lowering of water levels in representative observation wells by 10 feet in the medium-depth aquifer and 8 feet in the deep aquifer.
\nThe accuracy of water levels simulated by a model is dependent on the accuracy and distribution of input data and how well model boundary conditions approximate actual boundary conditions. Because of a lack of hydro!ogic data (especial ly water-1 evel information) everywhere except the Canutillo wellfield area, because the simulated cone of depression reached two boundaries, and because the model contained an error and several deficiencies as explained in the \"Discussion\" section, the simulated results need to be interpreted carefully. The authors believe that the simulated results could be used best as a preliminary and conceptual evaluation of the pumping effects at the Canutillo well field, not as a quantitative interpretation. Although the patterns of simulated hydrographs of water-level change in observation wells in the Canutillo field generally may be correct, the amount of change simulated probably is not correct.
\nBecause the salinity of water in all three aquifers south of Canutillo is greater than elsewhere in the study area, there is potential for movement of this water northward toward the Canutillo well field if the cone of depression reaches that part of the aquifer system. This potential should be evaluated in future geohydrologic studies of the lower Mesilla Valley.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri844317","usgsCitation":"Gates, J.S., White, D., and Leggat, E., 1984, Preliminary study of the aquifers of the lower Mesilla Valley in Texas and New Mexico by model simulation: U.S. Geological Survey Water-Resources Investigations Report 84-4317, v, 21 p., https://doi.org/10.3133/wri844317.","productDescription":"v, 21 p.","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":409809,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36158.htm","linkFileType":{"id":5,"text":"html"}},{"id":56132,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4317/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158576,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4317/report-thumb.jpg"}],"country":"United States","state":"New Mexico, Texas","otherGeospatial":"lower Mesilla Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -106.583,\n 32\n ],\n [\n -106.633,\n 32\n ],\n [\n -106.633,\n 31.875\n ],\n [\n -106.583,\n 31.875\n ],\n [\n -106.583,\n 32\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa229","contributors":{"authors":[{"text":"Gates, J. S.","contributorId":99553,"corporation":false,"usgs":true,"family":"Gates","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":197814,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, D. E.","contributorId":20729,"corporation":false,"usgs":false,"family":"White","given":"D. E.","affiliations":[{"id":6672,"text":"former: USGS Southwest Biological Science Center, Colorado Plateau Research Station, Flagstaff, AZ. Current address: TN-SCORE, Univ of Tennessee, Knoxville, TN, e-mail: jennen@gmail.com","active":true,"usgs":false}],"preferred":false,"id":197812,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Leggat, E. R.","contributorId":28222,"corporation":false,"usgs":true,"family":"Leggat","given":"E. R.","affiliations":[],"preferred":false,"id":197813,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28723,"text":"wri834256 - 1984 - Effects of three phosphate industrial sites on ground-water quality in central Florida, 1979 to 1980","interactions":[],"lastModifiedDate":"2025-01-13T17:49:39.065886","indexId":"wri834256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4256","title":"Effects of three phosphate industrial sites on ground-water quality in central Florida, 1979 to 1980","docAbstract":"Geologic, hydrologic, and water quality data and information on test holes collected in the vicinity of gypsum stack complexes at two phosphate chemical plants and one phosphatic clayey waste disposal pond at a phosphate mine and beneficiation plant in central Florida are presented. The data were collected from September 1979 to October 1980 at the AMAX Phosphate, Inc. chemical plant, Piney Point; the USS Agri-Chemicals chemical plant, Bartow; and the International Minerals and Chemical Corporation Clear Springs mine, Bartow. Approximately 5,400 field and laboratory water quality determinations on water samples collected from about 100 test holes and 28 surface-water , 5 rainfall, and other sampling sites at phosphate industry beneficiation and chemical plant waste disposal operations are tabulated. Maps are included to show sampling sites. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834256","usgsCitation":"Miller, R.L., and Sutcliffe, H., 1984, Effects of three phosphate industrial sites on ground-water quality in central Florida, 1979 to 1980: U.S. Geological Survey Water-Resources Investigations Report 83-4256, x, 184 p., https://doi.org/10.3133/wri834256.","productDescription":"x, 184 p.","costCenters":[],"links":[{"id":57552,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4256/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122657,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4256/report-thumb.jpg"},{"id":466126,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35886.htm","text":"USSAC and IMC plant sites","linkFileType":{"id":5,"text":"html"}},{"id":466125,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35885.htm","text":"AMAX plant site","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -81.47943871799596,\n 28.219395941025553\n ],\n [\n -82.49798608995513,\n 28.219395941025553\n ],\n [\n -82.49798608995513,\n 27.382784530994\n ],\n [\n -81.47943871799596,\n 27.382784530994\n ],\n [\n -81.47943871799596,\n 28.219395941025553\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db6100a2","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200291,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutcliffe, Horace Jr.","contributorId":96725,"corporation":false,"usgs":true,"family":"Sutcliffe","given":"Horace","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":200292,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28041,"text":"wri844048 - 1984 - Trend analysis of salt load and evaluation of the frequency of water-quality measurements for the Gunnison, the Colorado, and the Dolores rivers in Colorado and Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri844048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4048","title":"Trend analysis of salt load and evaluation of the frequency of water-quality measurements for the Gunnison, the Colorado, and the Dolores rivers in Colorado and Utah","docAbstract":"Monthly values were computed for water-quality constituents at four streamflow gaging stations in the Upper Colorado River basin for the determination of trends. Seasonal regression and seasonal Kendall trend analysis techniques were applied to two monthly data sets at each station site for four different time periods. A recently developed method for determining optimal water-discharge data-collection frequency was also applied to the monthly water-quality data. Trend analysis results varied with each monthly load computational method, period of record, and trend detection model used. No conclusions could be reached regarding which computational method was best to use in trend analysis. Time-period selection for analysis was found to be important with regard to intended use of the results. Seasonal Kendall procedures were found to be applicable to most data sets. Seasonal regression models were more difficult to apply and were sometimes of questionable validity; however, those results were more informative than seasonal Kendall results. The best model to use depends upon the characteristics of the data and the amount of trend information needed. The measurement-frequency optimization method had potential for application to water-quality data, but refinements are needed. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nOpen-File Services Section [distributor],","doi":"10.3133/wri844048","usgsCitation":"Kircher, J.E., Dinicola, R., and Middelburg, R., 1984, Trend analysis of salt load and evaluation of the frequency of water-quality measurements for the Gunnison, the Colorado, and the Dolores rivers in Colorado and Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4048, v, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844048.","productDescription":"v, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157949,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4048/report-thumb.jpg"},{"id":56879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697cc3","contributors":{"authors":[{"text":"Kircher, J. E.","contributorId":11207,"corporation":false,"usgs":true,"family":"Kircher","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199114,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dinicola, Richard S. 0000-0003-4222-294X dinicola@usgs.gov","orcid":"https://orcid.org/0000-0003-4222-294X","contributorId":352,"corporation":false,"usgs":true,"family":"Dinicola","given":"Richard S.","email":"dinicola@usgs.gov","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":199113,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Middelburg, R.F.","contributorId":102489,"corporation":false,"usgs":true,"family":"Middelburg","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":199115,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30811,"text":"ofr84499 - 1984 - Analytical data for the Hells Canyon Study Area, Wallowa County, Oregon, and Idaho and Adams Counties, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:09:14","indexId":"ofr84499","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-499","title":"Analytical data for the Hells Canyon Study Area, Wallowa County, Oregon, and Idaho and Adams Counties, Idaho","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84499","usgsCitation":"Simmons, G.C., Sutley, S.J., Forn, C., Viets, J., Hopkins, D., Negri, J., and Curtis, C., 1984, Analytical data for the Hells Canyon Study Area, Wallowa County, Oregon, and Idaho and Adams Counties, Idaho: U.S. Geological Survey Open-File Report 84-499, i, 158 p. :maps ;28 cm., https://doi.org/10.3133/ofr84499.","productDescription":"i, 158 p. :maps ;28 cm.","costCenters":[],"links":[{"id":161216,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0499/report-thumb.jpg"},{"id":59527,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0499/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59528,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0499/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59529,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0499/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59530,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0499/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59531,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0499/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acee4b07f02db67f5a4","contributors":{"authors":[{"text":"Simmons, G. C.","contributorId":82737,"corporation":false,"usgs":true,"family":"Simmons","given":"G.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":204022,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutley, S. J.","contributorId":91484,"corporation":false,"usgs":true,"family":"Sutley","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":204023,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Forn, C.L.","contributorId":46935,"corporation":false,"usgs":true,"family":"Forn","given":"C.L.","affiliations":[],"preferred":false,"id":204020,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Viets, J.G.","contributorId":82300,"corporation":false,"usgs":true,"family":"Viets","given":"J.G.","affiliations":[],"preferred":false,"id":204021,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hopkins, D.M.","contributorId":103646,"corporation":false,"usgs":true,"family":"Hopkins","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":204024,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Negri, J.C.","contributorId":36565,"corporation":false,"usgs":true,"family":"Negri","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":204018,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Curtis, C.M.","contributorId":38010,"corporation":false,"usgs":true,"family":"Curtis","given":"C.M.","email":"","affiliations":[],"preferred":false,"id":204019,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}} ,{"id":28695,"text":"wri844042 - 1984 - Digital simulation of the regional effects of subsurface injection of liquid waste near Pensacola, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844042","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4042","title":"Digital simulation of the regional effects of subsurface injection of liquid waste near Pensacola, Florida","docAbstract":"Industrial, organic, liquid waste has been injected into a part of the lower limestone of the Floridan aquifer at one site since 1963 and at another site since 1975, raising water levels in the injection zone throughout a large region. The hydrogeologic conceptual model of the injection zone is a layer tightly confined above by a thick layer of clay and in which lateral hydraulic conductivity decreases rapidly below the upper 60 feet. Recharge areas are to the north and east, where the confining layer pinches out. There appear to be permeability barriers to the northwest, west, and southwest due to facies changes, faults, or pinchouts. Measured and reconstructed preinjection water levels suggested that flow in the aquifer is from the northern recharge areas toward the southeast. A steady-state model simulation incorporating the cited boundary assumptions approximately simulated this pattern. A two-dimensional flow model and the subsurface waste injection program (SWIP) were calibrated to simulate the water level increases at various monitor wells since 1963. Sensitivity analyses showed the simulations to be quite sensitive to moderate errors in either transmissivity or storage parameter specifications. The predictive use of the hydraulic model is understood to be restricted to the geographical locations of data used for model calibration. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844042","usgsCitation":"Merritt, M.L., 1984, Digital simulation of the regional effects of subsurface injection of liquid waste near Pensacola, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4042, vi, 73 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844042.","productDescription":"vi, 73 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4042/report-thumb.jpg"},{"id":57537,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4042/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a884","contributors":{"authors":[{"text":"Merritt, M. L.","contributorId":47401,"corporation":false,"usgs":true,"family":"Merritt","given":"M.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200246,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}