{"pageNumber":"4608","pageRowStart":"115175","pageSize":"25","recordCount":165605,"records":[{"id":28749,"text":"wri844345 - 1984 - Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844345","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":"84-4345","title":"Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada","docAbstract":"The unsaturated volcanic tuffs beneath Yucca Mountain, Nevada, are being evaluated as a host rock for a potential repository for high-level radioactive waste. A conceptual hydrologic model is proposed to describe the flow of fluids through these rocks. Thickness of the unsaturated zone is about 500 to 750 meters and consists of three welded units interlayered with two nonwelded units. Compared to nonwelded units, welded units have low matrix porosities and permeabilities, high fracture densities, and high bulk hydraulic conductivities. The principal repository area is bounded by normal fault zones. Of the average annual precipitation of 150 millimeters per year, 0.5 to 4.5 millimeters per year becomes net infiltration. Percolation through the matrix of the welded units is principally vertical and is less than 1 millimeter per year. Percolation through nonwelded units occurs both vertically and laterally and has variable rates (0.1 to 100 millimeters per year). Fracture flow is predominant in the uppermost welded unit during intense pulses of infiltration, but is insignificant in the welded unit that forms the potential host rock. Lateral flow in the upper nonwelded unit, enhanced by existence of a capillary barrier, probably is the factor controlling the low fluxes in the host rock and relatively high fluxes in the structural features. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844345","usgsCitation":"Montazer, P., and Wilson, W., 1984, Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4345, iv, 55 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844345.","productDescription":"iv, 55 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4345/report-thumb.jpg"},{"id":57600,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4345/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64a9ac","contributors":{"authors":[{"text":"Montazer, P.M.","contributorId":93946,"corporation":false,"usgs":true,"family":"Montazer","given":"P.M.","affiliations":[],"preferred":false,"id":200333,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, W.E.","contributorId":100831,"corporation":false,"usgs":true,"family":"Wilson","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":200334,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28754,"text":"wri844129 - 1984 - Distribution and source of barium in ground water at Cattaraugus Indian Reservation, southwestern New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844129","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":"84-4129","title":"Distribution and source of barium in ground water at Cattaraugus Indian Reservation, southwestern New York","docAbstract":"High concentrations of dissolved barium have been found in ground water from bedrock wells on the Seneca Nation of Indians Reservation on Cattaraugus Creek in southwestern New York. Concentrations in 1982 were as high as 23.0 milligrams per liter , the highest found reported from any natural ground-water system in the world. The highest concentrations are in a bedrock aquifer and in small lenses of saturated gravel between bedrock and the overlying till. The bedrock aquifer is partly confined by silt, clay, and till. The high barium concentrations are attributed to dissolution of the mineral barite (BaSO4), which is present in the bedrock and possibly in overlying silt, clay, or till. The dissolution of barite seems to be controlled by action of sulfate-reducing bacteria, which alter the BaSO4 equilibrium by removing sulfate ions and permitting additional barite to dissolve. Ground water from the surficial, unconsolidated deposits and surface water in streams contain little or no barium. Because barium is chemically similar to calcium, it probably could be removed by cation exchange or treatments similar to those used for water softening. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844129","usgsCitation":"Moore, R.B., and Staubitz, W., 1984, Distribution and source of barium in ground water at Cattaraugus Indian Reservation, southwestern New York: U.S. Geological Survey Water-Resources Investigations Report 84-4129, iv, 17 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844129.","productDescription":"iv, 17 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":110165,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36007.htm","linkFileType":{"id":5,"text":"html"},"description":"36007"},{"id":123568,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4129/report-thumb.jpg"},{"id":57604,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4129/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57605,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4129/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57606,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4129/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db636122","contributors":{"authors":[{"text":"Moore, R. B.","contributorId":98720,"corporation":false,"usgs":true,"family":"Moore","given":"R.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":200343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Staubitz, W. W.","contributorId":73209,"corporation":false,"usgs":true,"family":"Staubitz","given":"W. W.","affiliations":[],"preferred":false,"id":200342,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28801,"text":"wri844057 - 1984 - Ground water hydrology of the Elizabethtown area, Kentucky","interactions":[],"lastModifiedDate":"2021-01-27T18:25:46.384372","indexId":"wri844057","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":"84-4057","title":"Ground water hydrology of the Elizabethtown area, Kentucky","docAbstract":"The principal aquifer in a 52 square mile karst area in north central Kentucky is the St. Louis Limestone of Mississippian age. Unconsolidated residuum and surficial deposits of slumped material may store water and recharge the underlying limestone aquifer. Precipitation averages 49 inches annually; 6 inches recharges ground-water reservoirs. The shallow ground-water velocity ranged from 0.30 to 1.40 feet per second. Flow net analysis indicates that about 2 million gallons of water per day flows through a 1.8 mile wide section of the aquifer. A water-level contour map indicates that the hydraulic gradient averages 40 feet per mile and that the water levels near the city supply wells have not lowered in 10 years. The effects of three faults on the ground-water flow system is shown as ponding on the upthrown side of the faults. Caliper logs suggest that shallow ground-water flow occurs in sheet-like openings within 100 feet of land surface. The openings range in height from 1 inch or less to 6 feet. A test well penetrated 5 zones of horizontal openings. The specific capacity ranged from 11.5 to 12.1 gallons per minute per foot of drawdown after 12 and 72 hours of pumping at 280 to 510 gallons per minute. Water in 28 wells and springs meets most drinking water standards and generally is a very hard calcium bicarbonate type. Heavily pumped industrial and public-supply wells tend to yield water with high values of specific conductance and sulfate. Coliform bacteria varied widely in rural wells and the city springs. Seven wells had no coliform bacteria. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri844057","usgsCitation":"Mull, D.S., and Lyverse, M.A., 1984, Ground water hydrology of the Elizabethtown area, Kentucky: U.S. Geological Survey Water-Resources Investigations Report 84-4057, Report: vi, 57 p.; 2 Plates: 39.51 x 30.21 inches and 39.31 x 30.27 inches, https://doi.org/10.3133/wri844057.","productDescription":"Report: vi, 57 p.; 2 Plates: 39.51 x 30.21 inches and 39.31 x 30.27 inches","costCenters":[],"links":[{"id":382708,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4057/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382707,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4057/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":382706,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4057/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158922,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4057/report-thumb.jpg"}],"country":"United States","state":"Kentucky","city":"Elizabethtown","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -85.924072265625,\n              37.644684587165884\n            ],\n            [\n              -85.74829101562499,\n              37.644684587165884\n            ],\n            [\n              -85.74829101562499,\n              37.74900069437069\n            ],\n            [\n              -85.924072265625,\n              37.74900069437069\n            ],\n            [\n              -85.924072265625,\n              37.644684587165884\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66db87","contributors":{"authors":[{"text":"Mull, D. S.","contributorId":43331,"corporation":false,"usgs":true,"family":"Mull","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200417,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lyverse, M. A.","contributorId":89151,"corporation":false,"usgs":true,"family":"Lyverse","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200418,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28831,"text":"wri834156 - 1984 - Appraisal of water from surficial-outwash aquifers in Todd County and parts of Cass and Morrison counties, central Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T10:29:15","indexId":"wri834156","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":"83-4156","title":"Appraisal of water from surficial-outwash aquifers in Todd County and parts of Cass and Morrison counties, central Minnesota","docAbstract":"<p>Outwash deposits consisting of medium to very coarse sand constitute a major aquifer in Todd County and in parts of Cass and Morrison Counties. The outwash ranges in thickness from 0 to 150 feet. Depth to water is generally less than 15 feet, and annual water-level fluctuations are less than 5 feet. Aquifer-test results indicate that transmissivities range from 4,600 to 18,500 feet squared per day and storage coefficients range from 0.10 to 0.25. Yields of more than 2,000 gallons per minute can be obtained locally from properly constructed wells.</p>\n<p>Average annual precipitation is 25.93 inches, and average annual recharge to the aquifer is estimated to be 8 inches. Base-flow measurements of the Long Prairie River between Long Prairie and Motley during October 1978 and October 1979 indicate average net gains of 0.85 and 1.3 cubic feet per second per river mile.</p>\n<p>The water is a calcium bicarbonate type and is generally suitable for most uses. However, elevated concentrations of selected chemicals in local areas may require treatment of the water for specialized uses. The water is hard to very hard with dissolved-solids concentrations ranging from about 200 to 400 milligrams per liter. Locally, nitrate concentrations are as much as 6.4 milligrams per liter. Residuals of pesticides are present but do not exceed recommended limits as established by the U.S. Environmental Protection Agency for domestic consumption.</p>\n<p>Results from numerical modeling experiments indicate that, with proper development, the ground-water system can accommodate additional withdrawals. One experiment indicated that reduction in recharge from 8 to 4 inches annually over 4 years, and anticipated increases in pumping from 2.1 million gallons per day (1978 pumpage) to 7.7 million gallons per day, would cause water levels to decline regionally only about 9 feet and ground-water discharge to streams to decline only about 20 percent.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834156","collaboration":"Prepared in cooperation with Todd, Cass, and Morrison Counties Steering Committee and the Minnesota Department of Natural Resources","usgsCitation":"Myette, C., 1984, Appraisal of water from surficial-outwash aquifers in Todd County and parts of Cass and Morrison counties, central Minnesota: U.S. Geological Survey Water-Resources Investigations Report 83-4156, Document: v, 43 p.; 6 Plates: 29.82 x 30.77 inches or smaller, https://doi.org/10.3133/wri834156.","productDescription":"Document: v, 43 p.; 6 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F.","contributorId":97115,"corporation":false,"usgs":true,"family":"Myette","given":"C. F.","affiliations":[],"preferred":false,"id":200476,"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":"<p>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.</p>\n<p>Data 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.</p>\n<p>Site-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.</p>","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":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":28876,"text":"wri834048 - 1984 - Water in sand and gravel deposits in McHenry County, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri834048","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":"83-4048","title":"Water in sand and gravel deposits in McHenry County, Illinois","docAbstract":"McHenry County, Illinois derives a major part of its ground-water supply from unconsolidated sand and gravel aquifers. Twenty-six public systems tap these aquifers for all or part of their supply. The county contains two types of sand and gravel aquifers--unconfined aquifers which are at or near the land surface, and semiconfined aquifers which are overlain by one or more till members. A map of water levels in unconfined and semiconfined aquifers shows that moraines and other topographically high features are ground-water divides of local flow systems. Distances from ground-water divides to discharge areas are a few miles or less. The quality of the ground water is good for most uses, although treatment may be required to reduce hardness (median concentration is 340 milligrams per liter) and dissolved iron (median concentrations is 140 micrograms per liter). Ground water is a calcium magnesium bicarbonate type. The range of specific conductance is from 260 to 1,170 micromhos. Values are higher near towns. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834048","usgsCitation":"Nicholas, J., and Krohelski, J.T., 1984, Water in sand and gravel deposits in McHenry County, Illinois: U.S. Geological Survey Water-Resources Investigations Report 83-4048, vii, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834048.","productDescription":"vii, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159494,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4048/report-thumb.jpg"},{"id":57750,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4048/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57751,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f97aa","contributors":{"authors":[{"text":"Nicholas, J.R.","contributorId":26673,"corporation":false,"usgs":true,"family":"Nicholas","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":200545,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krohelski, J. T.","contributorId":59046,"corporation":false,"usgs":true,"family":"Krohelski","given":"J.","email":"","middleInitial":"T.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200546,"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":28919,"text":"wri844160 - 1984 - The ground-water resources in the Ross Barnett Reservoir area, Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844160","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":"84-4160","title":"The ground-water resources in the Ross Barnett Reservoir area, Mississippi","docAbstract":"The Ross Barnett Reservoir area occupies about 78 sq mi of a 490 sq mi study area northeast of the City of Jackson, MS. For several years, water use in the area has increased and during 1983 about 0.57 mil gal/day were obtained from groundwater sources. Virtually all groundwater in the area is used for public supplies. The principal aquifers currently used in the area are in the Sparta Sand and Cockfield Formations. The Sparta Sand is the most intensively developed and generally the highest yielding aquifer in the study area. Water level declines have averaged 2 to 3 ft/yr since 1940. The principal source of groundwater recharge to the aquifers is precipitation on outcrops of permeable strata northeast of the area. The base of freshwater is at the base of the Meridian-upper Wilcox aquifer except in the extreme northeast part of the area where the lower Wilcox aquifer contains freshwater. Water from the aquifers is suitable for public supply use without treatment except in a few places where iron concentrations are high, at from 0.10 to 9.3 mg/L. Excessive color is also a problem in the water from some wells in the area. Color was 20 units or greater in 8 of 25 wells sampled. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844160","usgsCitation":"Oakley, W.T., 1984, The ground-water resources in the Ross Barnett Reservoir area, Mississippi: U.S. Geological Survey Water-Resources Investigations Report 84-4160, iv, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844160.","productDescription":"iv, 32 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159076,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4160/report-thumb.jpg"},{"id":57791,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4160/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602b8d","contributors":{"authors":[{"text":"Oakley, W. T.","contributorId":76331,"corporation":false,"usgs":true,"family":"Oakley","given":"W.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":200619,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28943,"text":"wri844043 - 1984 - Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844043","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":"84-4043","title":"Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts","docAbstract":"Ground-water withdrawals by municipal wells in the Mettapoisett River valley, Massachusetts, are expected to triple in the next two decades. State and local concern about the long-term impacts of these withdrawals on ground-water levels and streamflow made it necessary to assess the ground-water resources of the valley and to develop a digital ground-water-flow model for management purposes. Ten pumping scenarios, which represent the present and proposed withdrawals from the aquifer, were simulated using reduced recharge conditions. Under conditions simulating 1965 average annual recharge, predicted water levels in the aquifer are as much as 9 feet lower than average annual levels. At the highest withdrawal rates, the predicted drawdown in four wells exceeds the estimated available drawdown. Under conditions representative of the 7-day 10-year low flow of the river, predicted water levels decline as much as 19 feet. Simulated withdrawals in six scenarios use all of the available ground-water discharge. If this drought condition should occur and streamflow is not supplemented by surface water, the model results indicate that the river in the southern half of the valley will stop flowing under most pumping plans. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844043","usgsCitation":"Olimpio, J., and De Lima, V., 1984, Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 84-4043, v, 88 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri844043.","productDescription":"v, 88 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4043/report-thumb.jpg"},{"id":57819,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696b1f","contributors":{"authors":[{"text":"Olimpio, J.C.","contributorId":36137,"corporation":false,"usgs":true,"family":"Olimpio","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":200655,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"De Lima, Virginia","contributorId":91888,"corporation":false,"usgs":true,"family":"De Lima","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":200656,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28954,"text":"wri844143 - 1984 - A method for estimating mean annual runoff of ungaged streams based on basin characteristics in central and eastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844143","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":"84-4143","title":"A method for estimating mean annual runoff of ungaged streams based on basin characteristics in central and eastern Montana","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844143","usgsCitation":"Omang, R.J., and Parrett, C., 1984, A method for estimating mean annual runoff of ungaged streams based on basin characteristics in central and eastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4143, iii, 15 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844143.","productDescription":"iii, 15 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121576,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4143/report-thumb.jpg"},{"id":57830,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4143/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae105","contributors":{"authors":[{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200678,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200677,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28956,"text":"wri844063 - 1984 - Streamflow characteristics of the Yellowstone River basin, Montana, through September 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844063","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":"84-4063","title":"Streamflow characteristics of the Yellowstone River basin, Montana, through September 1982","docAbstract":"Statistical summaries of streamflow data for selected stream-gaging sites are presented in this report to aid in appraising streamflow in the Yellowstone River basin. Streamflow records are presented for 71 gaging stations for the period of record. Streamflow record collection in the Yellowstone River basin began in 1889. For each gaging station selected for this report, a brief description is given for station location, drainage area, period of record, revisions of previously published records, type and history of gages, regulation and diversions, average discharge, and extremes of discharge. This information is followed by tables of monthly and annual flow statistics, flood-frequency data, low-flow and high-flow frequency data, and flow-duration data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844063","usgsCitation":"Omang, R.J., 1984, Streamflow characteristics of the Yellowstone River basin, Montana, through September 1982: U.S. Geological Survey Water-Resources Investigations Report 84-4063, iii, 78 p. :map ;28 cm., https://doi.org/10.3133/wri844063.","productDescription":"iii, 78 p. :map ;28 cm.","costCenters":[],"links":[{"id":158528,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4063/report-thumb.jpg"},{"id":57831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e80","contributors":{"authors":[{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200682,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28978,"text":"wri834251 - 1984 - A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri834251","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":"83-4251","title":"A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships","docAbstract":"The two-dimensional finite-difference model for simulation of groundwater flow was modified to enable simulation of surface-water/groundwater interactions during periods of low streamflow. Changes were made to the program code in order to calculate surface-water heads for, and flow either to or from, contiguous surface-water bodies; and to allow for more convenient data input. Methods of data input and output were modified and entries (RSORT and HDRIVER) were added to the COEF and CHECKI subroutines to calculate surface-water heads. A new subroutine CALC was added to the program which initiates surface-water calculations. If CALC is not specified as a simulation option, the program runs the original version. The subroutines which solve the ground-water flow equations were not changed. Recharge, evapotranspiration, surface-water inflow, number of wells, pumping rate, and pumping duration can be varied for any time period. The Manning formula was used to relate stream depth and discharge in surface-water streams. Interactions between surface water and ground water are represented by the leakage term in the ground-water flow and surface-water mass balance equations. Documentation includes a flow chart, data deck instructions, input data, output summary, and program listing. Numerical results from the modified program are in good agreement with published analytical results. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834251","usgsCitation":"Ozbilgin, M., and Dickerman, D., 1984, A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships: U.S. Geological Survey Water-Resources Investigations Report 83-4251, iv, 98 p. :ill. ;28 cm., https://doi.org/10.3133/wri834251.","productDescription":"iv, 98 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119760,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4251/report-thumb.jpg"},{"id":57850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4251/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adebf","contributors":{"authors":[{"text":"Ozbilgin, M.M.","contributorId":76789,"corporation":false,"usgs":true,"family":"Ozbilgin","given":"M.M.","email":"","affiliations":[],"preferred":false,"id":200723,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dickerman, D.C.","contributorId":48601,"corporation":false,"usgs":true,"family":"Dickerman","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":200722,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29067,"text":"wri844028 - 1984 - Quality of water from bedrock aquifers in the South Carolina Piedmont","interactions":[],"lastModifiedDate":"2017-01-24T09:49:15","indexId":"wri844028","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":"84-4028","title":"Quality of water from bedrock aquifers in the South Carolina Piedmont","docAbstract":"The geographic distributions of 12 common water-quality parameters of ground water from bedrock aquifers in the Piedmont physiographic province of South Carolina are presented in a series of maps. The maps are based on analyses by the South Carolina Department of Health and Environmental Control of water samples taken during the period 1972 to 1982 from 442 public and private wells developed in the Piedmont. In general, alkalinity, hardness, and concentrations of sodium, magnesium, and chloride were higher in the Carolina Slate Belt than they were in the other geologic belts of the Piedmont. 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,{"id":29090,"text":"wri844234 - 1984 - Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water-year 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri844234","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":"84-4234","title":"Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water-year 1983","docAbstract":"The U.S. Geological Survey maintains a quality-assurance program based on the analysis of reference samples for its two water-analysis laboratories located in Atlanta, Georgia, and Denver, Colorado. Reference samples containing selected inorganic constituents are prepared at the U.S. Geological Survey 's Ocala, Florida office and disguised as routine samples , and sent daily or weekly, as appropriate, to each laboratory through other U.S. Geological Survey offices. The results are permanently stored in the National Water Data Storage and Retrieval System (WATSTORE), the U.S. Geological Survey 's data base for all water data. These data are analyzed statistically for precision, bias, and comparability. The results of these statistical analyses are presented for data collected during the 1983 water year. Nutrient samples, simulated precipitation (low-concentration level) samples and selected pesticide samples were also submitted as samples of unknown concentrations. The results of these determinations were statistically analyzed for comparability and these data are presented. In addition, a summary of recovery and precision data from three different instruments for volatile organics is presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844234","usgsCitation":"Peart, D., and Thomas, N., 1984, Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water-year 1983: U.S. Geological Survey Water-Resources Investigations Report 84-4234, viii, 112 p. :ill. ;28 cm., https://doi.org/10.3133/wri844234.","productDescription":"viii, 112 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158926,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4234/report-thumb.jpg"},{"id":57942,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4234/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db6367f7","contributors":{"authors":[{"text":"Peart, D.B.","contributorId":45304,"corporation":false,"usgs":true,"family":"Peart","given":"D.B.","email":"","affiliations":[],"preferred":false,"id":200934,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, Nancy","contributorId":7657,"corporation":false,"usgs":true,"family":"Thomas","given":"Nancy","affiliations":[],"preferred":false,"id":200933,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29098,"text":"wri844038 - 1984 - Flood-frequency estimates for five gaged basins in Wichita, Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri844038","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":"84-4038","title":"Flood-frequency estimates for five gaged basins in Wichita, Kansas","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844038","usgsCitation":"Perry, C.A., and Hart, R.J., 1984, Flood-frequency estimates for five gaged basins in Wichita, Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4038, iv, 23 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844038.","productDescription":"iv, 23 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119015,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4038/report-thumb.jpg"},{"id":57952,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5edb23","contributors":{"authors":[{"text":"Perry, C. A.","contributorId":106149,"corporation":false,"usgs":true,"family":"Perry","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200948,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hart, R. J.","contributorId":62607,"corporation":false,"usgs":true,"family":"Hart","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200947,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29099,"text":"wri844164 - 1984 - A method of estimating flood volumes in western Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri844164","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":"84-4164","title":"A method of estimating flood volumes in western Kansas","docAbstract":"Relationships between flood volume and peak discharge in western Kansas were developed considering basin and climatic characteristics in order to evaluate the availability of surface water in the area. Multiple-regression analyses revealed a relationship between flood volume, peak discharge, channel slope , and storm duration for basins smaller than 1,503 square miles. The equation VOL=0.536 PEAK1.71 SLOPE-0.85 DUR0.24, had a correlation coefficient of R=0.94 and a standard error of 0.33 log units (-53 and +113 percent). A better relationship for basins smaller than 228 square miles resulted in the equation VOL=0.483 PEAK0.98 SLOPE-0.74 AREA0.30, which had a correlation coefficient of R=0.90 and a standard error of 0.23 log units (-41 and +70 percent). (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844164","usgsCitation":"Perry, C.A., 1984, A method of estimating flood volumes in western Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4164, iv, 18 p. : ill. ;28 cm., https://doi.org/10.3133/wri844164.","productDescription":"iv, 18 p. : ill. ;28 cm.","costCenters":[],"links":[{"id":119016,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4164/report-thumb.jpg"},{"id":57953,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4164/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae050","contributors":{"authors":[{"text":"Perry, C. A.","contributorId":106149,"corporation":false,"usgs":true,"family":"Perry","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200949,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29152,"text":"wri834177 - 1984 - Georgia irrigation, 1970-1980 : a decade of growth","interactions":[],"lastModifiedDate":"2017-01-24T09:20:21","indexId":"wri834177","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":"83-4177","title":"Georgia irrigation, 1970-1980 : a decade of growth","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834177","usgsCitation":"Pierce, R.R., Barber, N.L., and Stiles, H., 1984, Georgia irrigation, 1970-1980 : a decade of growth: U.S. Geological Survey Water-Resources Investigations Report 83-4177, vi, 29 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wri834177.","productDescription":"vi, 29 p. :ill. 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,{"id":29176,"text":"wri844166 - 1984 - Effectiveness of highway drainage systems in preventing salt contamination of ground water, Route 25 from Wareham to the Cape Code Canal, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri844166","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":"84-4166","title":"Effectiveness of highway drainage systems in preventing salt contamination of ground water, Route 25 from Wareham to the Cape Code Canal, Massachusetts","docAbstract":"A study to determine the relative effectiveness of specially designed highway drainage features in preventing salt contamination of ground water was designed to compare four different drainage designs along a new highway in Massachusetts. At the control site, no attempt will be made to prevent salt from entering the ground. At the other three sites, different combinations of drains and impermeable berms have been designed to prevent salt contamination of ground water. To evaluate the effectiveness of the drainage designs, a salt balance will be prepared at each site over 5 years of highway use. The amount of salt applied to the highway will be compared to the amounts in the ground water or diverted to the drainage systems. Salt loads in ground water will be determined from sodium and chloride concentrations in water from about 80 wells and from aquifer porosity estimated from geophysical logs and lithologic samples. Salt loads in the drainage systems will be estimated from flow and specific conductance with the use of stage-to-discharge and conductance-to-concentrations rating curves. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844166","usgsCitation":"Pollock, S., 1984, Effectiveness of highway drainage systems in preventing salt contamination of ground water, Route 25 from Wareham to the Cape Code Canal, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 84-4166, iv, 22 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844166.","productDescription":"iv, 22 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123286,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4166/report-thumb.jpg"},{"id":58048,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4166/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625308","contributors":{"authors":[{"text":"Pollock, S.J.","contributorId":101260,"corporation":false,"usgs":true,"family":"Pollock","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":201088,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29199,"text":"wri844122 - 1984 - Selenium concentrations in waters tributary to and in the vicinity of the Kesterson National Wildlife Refuge, Fresno and Merced counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844122","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":"84-4122","title":"Selenium concentrations in waters tributary to and in the vicinity of the Kesterson National Wildlife Refuge, Fresno and Merced counties, California","docAbstract":"Analyses were made for selenium in waters and other materials of the Kesterson National Wildlife Refuge. Analyses were also made of source agricultural drainage waters from the San Luis Drain discharged into the refuge, and surrounding irrigation supply and return waters. Selenium concentrations range from 140 to 1 ,400 micrograms per liter (microgram/L) in irrigation drain waters supplied to the San Luis Drain. The selenium supplied to the Kesterson National Wildlife Refuge is to a small extent precipitated in sodium sulfate (thenardite) but a higher concentration was found in an alagal mat. Most other waters of the area contain less than detectable &lt; 2 micrograms per liter concentrations of selenium. Oxidation of organic matter and reduction of selenate to selenite were found to be necessary for a quantitative analysis of total selenium. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844122","usgsCitation":"Presser, T.S., and Barnes, I., 1984, Selenium concentrations in waters tributary to and in the vicinity of the Kesterson National Wildlife Refuge, Fresno and Merced counties, California: U.S. Geological Survey Water-Resources Investigations Report 84-4122, iii, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844122.","productDescription":"iii, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159432,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4122/report-thumb.jpg"},{"id":58060,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4122/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f7c44","contributors":{"authors":[{"text":"Presser, T. S.","contributorId":93875,"corporation":false,"usgs":true,"family":"Presser","given":"T.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":201132,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, Ivan","contributorId":56619,"corporation":false,"usgs":true,"family":"Barnes","given":"Ivan","email":"","affiliations":[],"preferred":false,"id":201131,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29262,"text":"wri844064 - 1984 - Analysis of the effects of proposed pumping from the principal artesian aquifer, Savannah, Georgia area","interactions":[],"lastModifiedDate":"2019-08-05T09:44:03","indexId":"wri844064","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":"84-4064","title":"Analysis of the effects of proposed pumping from the principal artesian aquifer, Savannah, Georgia area","docAbstract":"A two-dimensional finite-difference model of the principal artesian aquifer in the Savannah, Georgia, area, originally developed by Counts and Krause (1976), has been expanded and refined. The model was updated and the grid redesigned to provide more current and accurate detail for ground-water resources management alternatives. Improvements in the definition of the flow system were made possible by the acquisition of additional data in the area and by recently completed regional models that include the area. The model was initially calibrated by using the estimated predevelopment potentiometric surface of 1880. The flow system under predevelopment conditions was sluggish and only 100 cubic feet per second (65 million gallons per day) flowed through the model area. It was then tested for acceptance by using the May 1980 potentiometric surface and corresponding pumping stress of approximately 85 million gallons per day in the Savannah, Georgia-Hilton Head Island, South Carolina, area. The flow through the system under 1980 conditions was about 390 cubic feet per second (250 million gallons per day) and the vertical inflow from the overlying surficial aquifer more than doubled due to formerly rejected recharge that now flows vertically into the aquifer. Calibration was accurate + or - 10 feet. The absolute error per node was 3.4 feet. A hypothetical 25-percent increase in pumpage over the entire area was used to represent a gradual growth in commercial and municipal pumpage over the next 20 to 30 years. The increase produced a maximum decline of 30 feet below the existing water level of 135 feet below sea level at the center of the cone of depression in Savannah, and a 5-foot decline at a radius of 20 miles from the center of the cone of depression. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri844064","usgsCitation":"Randolph, R., and Krause, R., 1984, Analysis of the effects of proposed pumping from the principal artesian aquifer, Savannah, Georgia area: U.S. Geological Survey Water-Resources Investigations Report 84-4064, Report: v, 26 p.; 5 Plates: 15.00 x 20.35 inches or smaller, https://doi.org/10.3133/wri844064.","productDescription":"Report: v, 26 p.; 5 Plates: 15.00 x 20.35 inches or smaller","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db68007d","contributors":{"authors":[{"text":"Randolph, R.B.","contributorId":38606,"corporation":false,"usgs":true,"family":"Randolph","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":201237,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krause, R.E.","contributorId":73210,"corporation":false,"usgs":true,"family":"Krause","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":201238,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29285,"text":"wri834215 - 1984 - Ground-water hydrology and quality before and after strip mining of a small watershed in Jefferson County, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri834215","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":"83-4215","title":"Ground-water hydrology and quality before and after strip mining of a small watershed in Jefferson County, Ohio","docAbstract":"Ground-water conditions before and after surface mining of a small watershed are described as part of a study to determine the effects of mining on hydrologic systems. The watershed was underlain by stratified sedimentary rocks containing local aquifers above shaley clay beds associated with the major coal seams. Mining involved removing the overburden rocks, including most of the top aquifer, stripping the coal, and recontouring the overburden spoils to the approximate premining shape of the watershed. Replacement of the top aquifer by spoils during regrading has caused many changes in recharge and discharge rates, saturated thickness, aquifer characteristics, and water quality. In the middle aquifer there were changes in saturated thickness and water quality. Resaturation of the top-aquifer spoils during and after reclamation has been slow. Saturated thicknesses have ranged from zero initially after mining to 4 feet after 1 1/2 years. Water levels in the middle aquifer have risen from a few feet to 40 feet. Water quality generally has been degraded: concentrations of bicarbonate, calcium, magnesium , chloride, iron, manganese, sulfate, and dissolved solids have increased. Premining water types remained about the same after mining, except for some changes from bicarbonate type to sulfate type. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834215","usgsCitation":"Razem, A., 1984, Ground-water hydrology and quality before and after strip mining of a small watershed in Jefferson County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4215, v, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834215.","productDescription":"v, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124212,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4215/report-thumb.jpg"},{"id":58130,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4215/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db668195","contributors":{"authors":[{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":201281,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29324,"text":"wri844243 - 1984 - The hydrogeologic framework for the southeastern Coastal Plain aquifer system of the United States","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri844243","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":"84-4243","title":"The hydrogeologic framework for the southeastern Coastal Plain aquifer system of the United States","docAbstract":"Tertiary and Cretaceous age sand aquifers of the southeastern United States Coastal Plain constitute a distinct multistate hydrogeologic regime informally defined as the southeastern sand aquifer. Seven regional hydrogeologic units are defined; four regional aquifer units and three regional confining beds. Sand aquifers of this system consist of quartzose, feldspathic, and coarse to fine sand and sandstone and minor limestone; confining beds are composed of clay, shale, chalk, and marl. Three hydrogeologic units of Cretaceous to Holocene age overlie the sand system: the surficial aquifer, upper confining unit, and Floridan aquifer system. These three units are not part of the southeastern sand aquifer, but are an integral element of the total hydrogeologic system, and some act as a source of recharge to, or discharge from the underlying clastic sediments. Low-permeability strata of Paleozoic to early Mesozoic age form the base off the total system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844243","usgsCitation":"Renken, R., 1984, The hydrogeologic framework for the southeastern Coastal Plain aquifer system of the United States: U.S. Geological Survey Water-Resources Investigations Report 84-4243, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844243.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158930,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4243/report-thumb.jpg"},{"id":58163,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4243/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a86e4b07f02db64db81","contributors":{"authors":[{"text":"Renken, R.A.","contributorId":99161,"corporation":false,"usgs":true,"family":"Renken","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":201349,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29334,"text":"wri844029 - 1984 - Hydrogeologic appraisal of a stratified-drift aquifer near Smyrna, Chenango County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri844029","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":"84-4029","title":"Hydrogeologic appraisal of a stratified-drift aquifer near Smyrna, Chenango County, New York","docAbstract":"A broad, Y-shaped valley near Smyrna, New York, contains extensive water-table and confined aquifers that are largely hydraulically separated from the nearby Chenango River to the east. Accordingly, ground-water withdrawals from this valley would not appreciably decrease streamflow in the Chenango River by induced infiltration and could be used for specialized needs. The aquifers in the valley are capable of sustaining a long-term total withdrawal of about 12.7 million gallons per day during prolonged drought conditions. Larger withdrawals could be made on a short-term basis or during periods of normal or above-normal precipitation. Saturated thickness of undifferentiated stratified-drift deposits in the valley ranges from 20 feet in the northwestern part of the valley to more than 300 feet at its southern end. Direct areal recharge accounts for about 56 percent of the total recharge to the valley aquifer infiltration from streams accounts for 24 percent, and runoff from the adjacent till-mantled hillsides accounts for 20 percent. The water-table and confined aquifers within the valley hold at least 19.6 billion gallons of usable ground water in storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844029","usgsCitation":"Reynolds, R., and Brown, G.A., 1984, Hydrogeologic appraisal of a stratified-drift aquifer near Smyrna, Chenango County, New York: U.S. Geological Survey Water-Resources Investigations Report 84-4029, vi, 53 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri844029.","productDescription":"vi, 53 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123567,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4029/report-thumb.jpg"},{"id":58170,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58171,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58172,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58173,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58174,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58175,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58176,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a199","contributors":{"authors":[{"text":"Reynolds, R.J.","contributorId":102921,"corporation":false,"usgs":true,"family":"Reynolds","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":201363,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, G. A.","contributorId":23582,"corporation":false,"usgs":true,"family":"Brown","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201362,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29358,"text":"wri844071 - 1984 - Description and hydrogeologic implications of cored sedimentary material from the 1975 drilling program at the radioactive waste management complex, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri844071","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":"84-4071","title":"Description and hydrogeologic implications of cored sedimentary material from the 1975 drilling program at the radioactive waste management complex, Idaho","docAbstract":"Samples of sedimentary material from interbeds between basalt flows and from fractures in the flows, taken from two drill cores at the Radioactive Waste Management Complex at the Idaho National Engineering Laboratory were analyzed for (1) particle-size dribution, (2) bulk mineralogy, (3) clay mineralogy, (4) cation-exchange capacity, and (5) carbonate content. Thin sections of selected sediment material were made for petrographic examination. Preliminary interpretations indicate that (1) it may be possible to distinguish the various sediment interbeds on the basis of their mineralogy, (2) the presence of carbonate horizons in sedimentary interbeds may be utilized to approximate the time of exposure and the climate while the surface was exposed (which affected the hydrogeologic character of the sediment), and the type and orientation of fracture-filling material may be utilized to determine the mechanism by which fractures were filled. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844071","usgsCitation":"Rightmire, C., 1984, Description and hydrogeologic implications of cored sedimentary material from the 1975 drilling program at the radioactive waste management complex, Idaho: U.S. Geological Survey Water-Resources Investigations Report 84-4071, v, 33 p. :ill. (some col.), maps ;28 cm., https://doi.org/10.3133/wri844071.","productDescription":"v, 33 p. :ill. (some col.), maps ;28 cm.","costCenters":[],"links":[{"id":123334,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4071/report-thumb.jpg"},{"id":58208,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4071/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66db84","contributors":{"authors":[{"text":"Rightmire, C.T.","contributorId":63822,"corporation":false,"usgs":true,"family":"Rightmire","given":"C.T.","email":"","affiliations":[],"preferred":false,"id":201402,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}