{"pageNumber":"520","pageRowStart":"12975","pageSize":"25","recordCount":16501,"records":[{"id":44476,"text":"wri844303 - 1985 - Hydrology of Lake June in winter, Highlands County, South-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:04:55","indexId":"wri844303","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4303","title":"Hydrology of Lake June in winter, Highlands County, South-central Florida","docAbstract":"Lake June in Winter is in central Highlands County near the town of Lake Placid in south-central Florida. Recreation and citrus-grove irrigation are the major uses of lake water. Land use around the lake is residential citrus, and undeveloped. Most of the land use in the 44-square mile lake-drainage area is undeveloped. The surface area of the lake is approximately 5.7 square miles with water-surface altitude average of 74 feet. The extremes in lake altitude for the period 1945-82 were 77.58 feet in October 1948, and 71.62 feet in May 1981. Flow into Lake June in Winter is from Lake Placid to the south through Catfish Creek. Flow out of the Lake is northward through Stearns Creek to Lake Francis, and eventually by Josephine Creek to Lake Istokpoga. The quality of water in Lake June in Winter is good. Specific conductance was found to be generally low, ranging between 90 umho/cm to 170 umho/cm, indicating a lack of dissolved solids present in the lake. The lake is clear, with transparency values between 3 and 14 feet. Total nitrogen was found to be 0.60 mg/L indicating a minimal effect from nitrogen fertilizer washoff or septic-tank discharge. (USGS)","language":"ENGLISH","doi":"10.3133/wri844303","usgsCitation":"Belles, R.G., and Martin, E.H., 1985, Hydrology of Lake June in winter, Highlands County, South-central Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4303, 1 map : col. ; 36 x 38 cm., on sheet 69 x 102 cm., folded in envelope 31 x 24 cm., https://doi.org/10.3133/wri844303.","productDescription":"1 map : col. ; 36 x 38 cm., on sheet 69 x 102 cm., folded in envelope 31 x 24 cm.","costCenters":[],"links":[{"id":134877,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4303/report-thumb.jpg"},{"id":81831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4303/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6048da","contributors":{"authors":[{"text":"Belles, Roger G.","contributorId":6423,"corporation":false,"usgs":true,"family":"Belles","given":"Roger","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":229841,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, Edward H. ehmartin@usgs.gov","contributorId":1906,"corporation":false,"usgs":true,"family":"Martin","given":"Edward","email":"ehmartin@usgs.gov","middleInitial":"H.","affiliations":[],"preferred":true,"id":229840,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28911,"text":"wri844337 - 1985 - Summary of hydrologic information for the Denver coal region, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri844337","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4337","title":"Summary of hydrologic information for the Denver coal region, Colorado","docAbstract":"A literature review of available hydrologic information for the Denver coal region is presented. Where little information is available, data from the U.S. Geological Survey 's WATSTORE data base are summarized. The information is divided into three categories: surface water, surface water quality, and groundwater. Data generally are lacking on surface water and surface water quality. The effects of man 's activities on streamflow quantity and quality are not known. Considerable literature is available on the major aquifers in the area, but less is known about the shallow groundwater system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844337","usgsCitation":"Norris, J.M., Robson, S.G., and Parker, R.S., 1985, Summary of hydrologic information for the Denver coal region, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4337, v, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844337.","productDescription":"v, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159122,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4337/report-thumb.jpg"},{"id":57781,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57782,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57783,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4337/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69915c","contributors":{"authors":[{"text":"Norris, J. M.","contributorId":87953,"corporation":false,"usgs":true,"family":"Norris","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200605,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robson, S. G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200606,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Parker, R. S.","contributorId":104510,"corporation":false,"usgs":true,"family":"Parker","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200607,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":14827,"text":"ofr8584 - 1985 - Texas stream-gaging program: an analysis of data uses and funding","interactions":[],"lastModifiedDate":"2016-08-12T13:11:03","indexId":"ofr8584","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-84","title":"Texas stream-gaging program: an analysis of data uses and funding","docAbstract":"

This report presents an analysis of data uses and funding for the stream-gaging program operated by the U.S. Geological Survey in Texas. Presently (1984), 391 continuous surface water stations are operated in Texas. Selected hydrologic data, data uses, and funding sources are presented for each of the 391 stations.

\n

This study is a part of a larger project to determine the cost-effectiveness of the stream gaging program in Texas. All stations have sufficient uses to justify their continued operation.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr8584","usgsCitation":"Massey, B.C., 1985, Texas stream-gaging program: an analysis of data uses and funding: U.S. Geological Survey Open-File Report 85-84, Report: v, 40 p.; Plate: 17.78 x 18.08 inches, https://doi.org/10.3133/ofr8584.","productDescription":"Report: v, 40 p.; Plate: 17.78 x 18.08 inches","numberOfPages":"45","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":43619,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0084/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43618,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0084/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148913,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0084/report-thumb.jpg"}],"country":"United States","state":"Texas","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-97.240849,26.411504],[-97.276425,26.521729],[-97.31073,26.556558],[-97.345822,26.700589],[-97.370438,26.723896],[-97.368343,26.795649],[-97.387459,26.820789],[-97.390078,27.156512],[-97.359963,27.304732],[-97.361796,27.359988],[-97.317277,27.46369],[-97.236882,27.598293],[-97.231383,27.632336],[-97.214099,27.631551],[-97.200743,27.650144],[-97.203474,27.684533],[-97.103326,27.789068],[-97.098874,27.82285],[-97.134489,27.825206],[-97.056713,27.842294],[-96.985745,27.954048],[-96.967807,28.020041],[-96.952618,28.01644],[-96.906004,28.076147],[-96.886233,28.084396],[-96.879424,28.131402],[-96.84538,28.108881],[-96.83003,28.111842],[-96.81042,28.126034],[-96.816443,28.174808],[-96.791958,28.188687],[-96.703838,28.198246],[-96.702659,28.211208],[-96.662462,28.227314],[-96.651856,28.251275],[-96.592934,28.296972],[-96.450998,28.337039],[-96.403206,28.371475],[-96.397846,28.343513],[-96.4137,28.327343],[-96.547774,28.270798],[-96.694666,28.18212],[-96.849624,28.064939],[-96.966996,27.950531],[-97.166682,27.676583],[-97.30447,27.407734],[-97.350398,27.268105],[-97.370941,27.161166],[-97.37913,27.047996],[-97.370731,26.909706],[-97.333028,26.736479],[-97.194644,26.306513],[-97.154271,26.066841],[-97.169842,26.077853],[-97.194458,26.27164],[-97.240849,26.411504]]],[[[-94.886539,29.510724],[-94.894747,29.52697],[-94.87675,29.507922],[-94.886539,29.510724]]],[[[-97.868235,26.056656],[-97.88653,26.066339],[-97.967358,26.051718],[-97.981335,26.067182],[-98.028759,26.06647],[-98.039239,26.041275],[-98.070021,26.047992],[-98.084755,26.070808],[-98.091038,26.059169],[-98.105505,26.067537],[-98.146622,26.049412],[-98.177897,26.074672],[-98.197046,26.056153],[-98.220673,26.076467],[-98.248806,26.073101],[-98.264514,26.085507],[-98.277218,26.098802],[-98.265698,26.12037],[-98.296195,26.120321],[-98.302979,26.11005],[-98.323828,26.121249],[-98.336837,26.166432],[-98.354645,26.15304],[-98.386694,26.157872],[-98.404433,26.182564],[-98.442536,26.199151],[-98.450976,26.219904],[-98.496684,26.212853],[-98.543852,26.234492],[-98.576188,26.235221],[-98.599154,26.257612],[-98.669397,26.23632],[-98.681167,26.26271],[-98.745272,26.303096],[-98.755242,26.3251],[-98.789822,26.331575],[-98.807348,26.369421],[-98.890965,26.357569],[-98.921277,26.381426],[-98.950186,26.380303],[-98.967587,26.398266],[-99.008003,26.395459],[-99.032316,26.412082],[-99.082002,26.39651],[-99.110855,26.426278],[-99.091635,26.476977],[-99.127782,26.525199],[-99.166742,26.536079],[-99.178064,26.620547],[-99.209948,26.693938],[-99.208907,26.724761],[-99.240023,26.745851],[-99.242444,26.788262],[-99.268613,26.843213],[-99.295146,26.86544],[-99.316753,26.865831],[-99.3289,26.879761],[-99.324684,26.915973],[-99.379149,26.93449],[-99.393748,26.96073],[-99.377312,26.973819],[-99.415476,27.01724],[-99.42938,27.010833],[-99.446524,27.023008],[-99.452316,27.062669],[-99.429209,27.090982],[-99.442123,27.106839],[-99.426348,27.176262],[-99.441549,27.24992],[-99.463309,27.268437],[-99.492407,27.264118],[-99.494604,27.303542],[-99.536443,27.312538],[-99.504837,27.338289],[-99.487521,27.412396],[-99.495104,27.451518],[-99.480419,27.481596],[-99.497519,27.500496],[-99.52582,27.496696],[-99.515978,27.572131],[-99.55495,27.614454],[-99.580006,27.602251],[-99.578099,27.619196],[-99.594038,27.638573],[-99.638929,27.626758],[-99.665948,27.635968],[-99.668942,27.659974],[-99.711511,27.658365],[-99.77074,27.732134],[-99.796342,27.735586],[-99.813086,27.773952],[-99.835127,27.762881],[-99.850877,27.793974],[-99.877677,27.799427],[-99.876003,27.837968],[-99.904385,27.875284],[-99.895828,27.904178],[-99.937142,27.940537],[-99.931812,27.980967],[-99.991447,27.99456],[-100.017914,28.064787],[-100.053123,28.08473],[-100.083393,28.144035],[-100.208059,28.190383],[-100.22363,28.235224],[-100.2462,28.234092],[-100.289384,28.273491],[-100.286471,28.312296],[-100.341869,28.384953],[-100.349586,28.402604],[-100.337797,28.44296],[-100.368288,28.477196],[-100.333814,28.499252],[-100.38886,28.515748],[-100.411414,28.551899],[-100.398385,28.584884],[-100.44732,28.609325],[-100.445529,28.637144],[-100.495863,28.658569],[-100.510055,28.690723],[-100.507613,28.740599],[-100.533017,28.76328],[-100.53583,28.805888],[-100.547324,28.825817],[-100.57051,28.826317],[-100.602054,28.901944],[-100.640568,28.914212],[-100.651512,28.943432],[-100.645894,28.986421],[-100.674656,29.099777],[-100.772649,29.168492],[-100.767059,29.195287],[-100.785521,29.228137],[-100.795681,29.22773],[-100.797671,29.246943],[-100.876049,29.279585],[-100.886842,29.307848],[-100.948972,29.347246],[-101.004207,29.364772],[-101.060151,29.458661],[-101.151877,29.477005],[-101.173821,29.514566],[-101.254895,29.520342],[-101.242023,29.592512],[-101.259127,29.607284],[-101.307332,29.587847],[-101.311219,29.648491],[-101.361756,29.657821],[-101.415402,29.756561],[-101.441059,29.753451],[-101.475269,29.780663],[-101.522695,29.759671],[-101.546797,29.796991],[-101.582562,29.771334],[-101.625958,29.771063],[-101.646418,29.754304],[-101.662453,29.77128],[-101.706636,29.762737],[-101.852604,29.801895],[-101.922585,29.790161],[-101.974548,29.810276],[-101.987539,29.801057],[-102.034759,29.804028],[-102.050044,29.78507],[-102.115682,29.79239],[-102.159601,29.814356],[-102.181894,29.846034],[-102.227553,29.843534],[-102.315389,29.87992],[-102.364542,29.845387],[-102.386678,29.76688],[-102.508313,29.783219],[-102.513381,29.76576],[-102.539417,29.751629],[-102.559343,29.760377],[-102.630151,29.734315],[-102.670971,29.741954],[-102.698347,29.695591],[-102.693466,29.676507],[-102.742031,29.632142],[-102.739991,29.599041],[-102.768341,29.594734],[-102.771429,29.548546],[-102.808692,29.522319],[-102.807327,29.494009],[-102.832539,29.433109],[-102.824564,29.399558],[-102.843021,29.357988],[-102.879534,29.353327],[-102.888328,29.291947],[-102.906296,29.260011],[-102.871347,29.241625],[-102.866846,29.225015],[-102.890064,29.208814],[-102.915866,29.215878],[-102.917805,29.190697],[-102.944911,29.18882],[-102.953475,29.176308],[-102.989432,29.183174],[-103.015028,29.12577],[-103.035683,29.103029],[-103.074407,29.088534],[-103.100266,29.0577],[-103.113922,28.988547],[-103.156646,28.972831],[-103.227801,28.991532],[-103.239109,28.981651],[-103.260308,28.989731],[-103.28119,28.982138],[-103.341463,29.041224],[-103.355428,29.021529],[-103.427754,29.042334],[-103.471265,29.073115],[-103.503236,29.11911],[-103.524613,29.120998],[-103.523384,29.133389],[-103.558679,29.154962],[-103.645635,29.159286],[-103.71377,29.185008],[-103.816642,29.270927],[-103.975235,29.296017],[-104.038282,29.320156],[-104.106467,29.373127],[-104.166563,29.399352],[-104.233487,29.492734],[-104.318074,29.527938],[-104.334811,29.519463],[-104.381041,29.543406],[-104.399591,29.572319],[-104.507568,29.639624],[-104.539761,29.676074],[-104.565688,29.770462],[-104.679772,29.924659],[-104.679661,29.975272],[-104.706874,30.050685],[-104.685003,30.085643],[-104.695366,30.13213],[-104.687296,30.179464],[-104.713166,30.237957],[-104.733822,30.261221],[-104.749664,30.26126],[-104.761634,30.301148],[-104.809794,30.334926],[-104.824314,30.370466],[-104.859521,30.390413],[-104.85242,30.418792],[-104.876787,30.511004],[-104.924796,30.604832],[-104.967167,30.608107],[-105.002057,30.680972],[-105.062334,30.686303],[-105.113816,30.746001],[-105.152362,30.751452],[-105.195144,30.792138],[-105.255416,30.797029],[-105.287238,30.822206],[-105.314863,30.816961],[-105.360672,30.847384],[-105.394242,30.852979],[-105.399609,30.888941],[-105.533088,30.984859],[-105.55743,30.990229],[-105.60333,31.082625],[-105.64189,31.098322],[-105.646731,31.113908],[-105.709491,31.136375],[-105.742678,31.164897],[-105.773257,31.166897],[-105.779725,31.191283],[-105.869353,31.288634],[-105.938452,31.318735],[-105.953943,31.364749],[-106.004926,31.392458],[-106.080258,31.398702],[-106.203969,31.465378],[-106.246203,31.541153],[-106.280811,31.562062],[-106.303536,31.620413],[-106.378039,31.72831],[-106.451541,31.764808],[-106.484642,31.747809],[-106.542097,31.802146],[-106.602727,31.825024],[-106.605845,31.846305],[-106.635926,31.866235],[-106.629197,31.883717],[-106.645296,31.894859],[-106.614346,31.918003],[-106.623933,31.925335],[-106.614702,31.956],[-106.622819,31.952891],[-106.618745,31.966955],[-106.638186,31.97682],[-106.618486,32.000495],[-103.064423,32.000518],[-103.064625,32.999899],[-103.043531,34.018014],[-103.041924,36.500439],[-100.003762,36.499699],[-100.000381,34.560509],[-99.929334,34.576714],[-99.825325,34.497596],[-99.754248,34.421289],[-99.696462,34.381036],[-99.665992,34.374185],[-99.600026,34.374688],[-99.569696,34.418418],[-99.499875,34.409608],[-99.430995,34.373414],[-99.399603,34.375079],[-99.394956,34.442099],[-99.381011,34.456936],[-99.358795,34.455863],[-99.318363,34.408296],[-99.289922,34.414731],[-99.264167,34.405149],[-99.25898,34.391243],[-99.273958,34.38756],[-99.242945,34.372668],[-99.233274,34.344101],[-99.210716,34.336304],[-99.211648,34.292232],[-99.19457,34.272424],[-99.189511,34.214312],[-99.159016,34.20888],[-99.130609,34.219408],[-99.126567,34.203004],[-99.079535,34.211518],[-99.048792,34.198209],[-99.013075,34.203222],[-98.990852,34.221633],[-98.974132,34.203566],[-98.952513,34.21265],[-98.909349,34.177499],[-98.872922,34.166584],[-98.868116,34.149635],[-98.8579,34.159627],[-98.812954,34.158444],[-98.749291,34.124238],[-98.735471,34.135208],[-98.696518,34.133521],[-98.648073,34.164441],[-98.603978,34.160249],[-98.577136,34.148962],[-98.486328,34.062598],[-98.414426,34.085074],[-98.384381,34.146317],[-98.367494,34.156191],[-98.16912,34.114171],[-98.114506,34.154727],[-98.09066,34.12198],[-98.120208,34.072127],[-98.099096,34.048639],[-98.104022,34.036233],[-98.088203,34.005481],[-98.027672,33.993357],[-97.978243,34.005387],[-97.947572,33.991053],[-97.974173,33.942832],[-97.955511,33.938186],[-97.957155,33.914454],[-97.983552,33.904002],[-97.967777,33.88243],[-97.877387,33.850236],[-97.834333,33.857671],[-97.784657,33.890632],[-97.783717,33.91056],[-97.76377,33.914241],[-97.762768,33.934396],[-97.725289,33.941045],[-97.69311,33.983699],[-97.671772,33.99137],[-97.589598,33.953554],[-97.589254,33.903922],[-97.551541,33.897947],[-97.50096,33.919643],[-97.460376,33.903948],[-97.451469,33.87093],[-97.462857,33.841772],[-97.426493,33.819398],[-97.365507,33.823763],[-97.33294,33.87444],[-97.315913,33.865838],[-97.299245,33.880175],[-97.256625,33.863286],[-97.24618,33.900344],[-97.210921,33.916064],[-97.179609,33.89225],[-97.166629,33.847311],[-97.203514,33.821825],[-97.205431,33.801488],[-97.172192,33.737545],[-97.126102,33.716941],[-97.086195,33.743933],[-97.087999,33.808747],[-97.058623,33.818752],[-97.052209,33.841737],[-97.023899,33.844213],[-96.985567,33.886522],[-96.996183,33.941728],[-96.979415,33.956178],[-96.973807,33.935697],[-96.9163,33.957798],[-96.875281,33.860505],[-96.85609,33.84749],[-96.837413,33.871349],[-96.794276,33.868886],[-96.761588,33.824406],[-96.704457,33.835021],[-96.667187,33.91694],[-96.630117,33.895422],[-96.592948,33.895616],[-96.590112,33.880665],[-96.625399,33.856542],[-96.623155,33.841483],[-96.572937,33.819098],[-96.523863,33.818114],[-96.502286,33.77346],[-96.422643,33.776041],[-96.348306,33.686379],[-96.309964,33.710489],[-96.294867,33.764771],[-96.277269,33.769735],[-96.220521,33.74739],[-96.178059,33.760518],[-96.162757,33.788769],[-96.178964,33.810553],[-96.150765,33.816987],[-96.15163,33.831946],[-96.138905,33.839159],[-96.09936,33.83047],[-96.101349,33.845721],[-96.005296,33.845505],[-95.991487,33.866869],[-95.951609,33.857017],[-95.936132,33.886826],[-95.831948,33.835161],[-95.821666,33.856633],[-95.805149,33.861304],[-95.776255,33.845145],[-95.75431,33.853992],[-95.761916,33.883402],[-95.747335,33.895756],[-95.696962,33.885218],[-95.669978,33.905844],[-95.636978,33.906613],[-95.599678,33.934247],[-95.556915,33.92702],[-95.545197,33.880294],[-95.515302,33.891142],[-95.492028,33.874822],[-95.461499,33.883686],[-95.464211,33.873372],[-95.44737,33.86885],[-95.339122,33.868873],[-95.334523,33.885788],[-95.283445,33.877746],[-95.280351,33.896751],[-95.255747,33.902939],[-95.252906,33.933648],[-95.219358,33.961567],[-95.121184,33.931307],[-95.093929,33.895963],[-95.061065,33.895292],[-95.049025,33.86409],[-95.008376,33.866089],[-94.983303,33.851354],[-94.976208,33.859847],[-94.948716,33.818023],[-94.91945,33.810176],[-94.919614,33.786305],[-94.879218,33.764912],[-94.8693,33.745871],[-94.830804,33.740068],[-94.817427,33.752172],[-94.798634,33.744527],[-94.775064,33.755038],[-94.762961,33.731787],[-94.742576,33.727009],[-94.732384,33.700254],[-94.714865,33.707261],[-94.710725,33.691654],[-94.684792,33.684353],[-94.659167,33.692138],[-94.646113,33.6693],[-94.57962,33.677623],[-94.520725,33.616567],[-94.491503,33.625115],[-94.485875,33.637867],[-94.448637,33.642766],[-94.468086,33.599436],[-94.430039,33.591124],[-94.413155,33.569368],[-94.378076,33.577019],[-94.397398,33.562314],[-94.389515,33.546778],[-94.355945,33.54318],[-94.345513,33.567313],[-94.309582,33.551673],[-94.289129,33.582144],[-94.280849,33.577187],[-94.290901,33.558872],[-94.27909,33.557026],[-94.245932,33.589114],[-94.237975,33.577757],[-94.250197,33.556765],[-94.226392,33.552912],[-94.205634,33.567229],[-94.193248,33.556154],[-94.192483,33.570425],[-94.217408,33.57926],[-94.183913,33.594682],[-94.152626,33.575923],[-94.146048,33.581975],[-94.14852,33.565678],[-94.136864,33.571],[-94.128658,33.550952],[-94.088943,33.575322],[-94.061283,33.568805],[-94.055663,33.561887],[-94.073744,33.558285],[-94.06548,33.550909],[-94.04604,33.551321],[-94.04272,31.999265],[-94.018664,31.990843],[-93.971712,31.920384],[-93.923929,31.88985],[-93.904766,31.890599],[-93.874761,31.821661],[-93.827451,31.777741],[-93.830647,31.745811],[-93.802694,31.697783],[-93.826462,31.666919],[-93.816838,31.622509],[-93.838057,31.606795],[-93.834924,31.586211],[-93.798087,31.534044],[-93.743376,31.525196],[-93.725925,31.504092],[-93.74987,31.475276],[-93.70093,31.437784],[-93.704879,31.410881],[-93.674117,31.397681],[-93.665052,31.363886],[-93.687851,31.309835],[-93.642516,31.269508],[-93.620343,31.271025],[-93.598828,31.174679],[-93.588503,31.165581],[-93.535097,31.185614],[-93.551693,31.097258],[-93.52301,31.065241],[-93.516943,31.032584],[-93.539526,31.008498],[-93.566017,31.004567],[-93.571906,30.987614],[-93.526245,30.939411],[-93.567788,30.888302],[-93.554057,30.824941],[-93.561666,30.807739],[-93.584265,30.796663],[-93.592828,30.763986],[-93.619129,30.742002],[-93.611192,30.718053],[-93.629904,30.67994],[-93.6831,30.640763],[-93.684329,30.592586],[-93.727844,30.57407],[-93.729195,30.544842],[-93.740253,30.539569],[-93.714322,30.518562],[-93.697828,30.443838],[-93.757654,30.390423],[-93.765822,30.333318],[-93.708645,30.288317],[-93.705083,30.242752],[-93.720946,30.209852],[-93.688212,30.141376],[-93.701252,30.137376],[-93.702436,30.112721],[-93.732485,30.088914],[-93.70082,30.056274],[-93.720805,30.053043],[-93.739734,30.023987],[-93.786935,29.99058],[-93.838374,29.882855],[-93.927992,29.80964],[-93.926504,29.78956],[-93.89847,29.771577],[-93.891637,29.744618],[-93.873941,29.73777],[-93.837971,29.690619],[-93.866981,29.673085],[-94.001406,29.681486],[-94.132577,29.646217],[-94.594853,29.467903],[-94.694158,29.415632],[-94.731047,29.369141],[-94.778691,29.361483],[-94.783131,29.375642],[-94.766848,29.393489],[-94.6724,29.476843],[-94.608557,29.483345],[-94.566674,29.531988],[-94.532348,29.5178],[-94.495025,29.525031],[-94.503429,29.54325],[-94.522421,29.545672],[-94.553988,29.573882],[-94.740699,29.525858],[-94.783296,29.535314],[-94.78954,29.546494],[-94.755237,29.562782],[-94.708741,29.625226],[-94.693154,29.694453],[-94.695317,29.723052],[-94.735271,29.785433],[-94.816085,29.75671],[-94.851108,29.721373],[-94.872551,29.67125],[-94.893107,29.661336],[-94.915413,29.656614],[-94.936089,29.692704],[-94.965963,29.70033],[-95.015636,29.639457],[-94.982936,29.60167],[-95.016889,29.548303],[-94.981916,29.511141],[-94.909898,29.49691],[-94.930861,29.450504],[-94.8908,29.433432],[-94.893994,29.30817],[-94.921593,29.281556],[-94.952526,29.290122],[-95.099101,29.173529],[-95.151925,29.151162],[-95.16525,29.113566],[-95.136221,29.084537],[-94.879239,29.285839],[-94.824953,29.306005],[-94.822307,29.344254],[-94.810696,29.353435],[-94.784895,29.335535],[-94.72253,29.331446],[-95.081773,29.111222],[-95.38239,28.866348],[-95.439594,28.859022],[-95.812504,28.664942],[-96.220376,28.491966],[-96.378616,28.383909],[-96.37596,28.401682],[-96.335119,28.437795],[-96.223825,28.495067],[-96.21505,28.509679],[-95.98616,28.606319],[-95.978526,28.650594],[-95.996338,28.658736],[-96.006516,28.648049],[-96.047737,28.649067],[-96.221784,28.580364],[-96.233998,28.596649],[-96.212624,28.622604],[-96.230944,28.641433],[-96.192267,28.687744],[-96.19583,28.69894],[-96.222802,28.698431],[-96.287942,28.683164],[-96.304227,28.671459],[-96.303718,28.644996],[-96.373439,28.626675],[-96.487943,28.569677],[-96.485907,28.607845],[-96.510844,28.61497],[-96.499648,28.635835],[-96.563262,28.644487],[-96.572931,28.667897],[-96.561226,28.696395],[-96.584091,28.722798],[-96.664534,28.696904],[-96.61059,28.638889],[-96.61975,28.627693],[-96.611099,28.585962],[-96.565297,28.5824],[-96.561226,28.570695],[-96.526111,28.557972],[-96.505755,28.525911],[-96.402446,28.449066],[-96.59176,28.357462],[-96.672677,28.335579],[-96.705247,28.348811],[-96.710336,28.406827],[-96.772209,28.408074],[-96.794554,28.365688],[-96.791761,28.31217],[-96.809573,28.290287],[-96.787181,28.255681],[-96.800413,28.224128],[-96.934765,28.123873],[-96.962755,28.123365],[-97.027014,28.148408],[-97.021303,28.1841],[-97.037008,28.185528],[-97.153601,28.13318],[-97.214039,28.087494],[-97.21535,28.076575],[-97.176444,28.059892],[-97.137421,28.057037],[-97.025693,28.11216],[-97.035528,28.084688],[-97.025859,28.041939],[-97.129168,27.919801],[-97.186709,27.825453],[-97.219738,27.823939],[-97.250797,27.876035],[-97.272253,27.881427],[-97.379042,27.837867],[-97.393291,27.782905],[-97.368355,27.741683],[-97.316446,27.712676],[-97.253955,27.696696],[-97.296598,27.613947],[-97.294054,27.5941],[-97.321535,27.571199],[-97.401942,27.335574],[-97.508304,27.275014],[-97.532223,27.278577],[-97.544437,27.284175],[-97.498126,27.308602],[-97.502706,27.322343],[-97.483877,27.338628],[-97.48693,27.358984],[-97.501688,27.366618],[-97.609068,27.285193],[-97.63146,27.28621],[-97.640111,27.270943],[-97.628916,27.242953],[-97.54291,27.229213],[-97.42408,27.264073],[-97.443673,27.116235],[-97.45665,27.099695],[-97.495836,27.094098],[-97.477515,27.066108],[-97.48693,27.057711],[-97.486676,27.03481],[-97.473444,27.02285],[-97.478533,26.999186],[-97.555378,26.99028],[-97.555378,26.93888],[-97.540874,26.90631],[-97.563266,26.842188],[-97.509831,26.803511],[-97.468609,26.740915],[-97.445708,26.609362],[-97.416955,26.553637],[-97.441383,26.455418],[-97.41721,26.44982],[-97.42179,26.417249],[-97.382485,26.411326],[-97.369627,26.394603],[-97.388965,26.36585],[-97.387947,26.330481],[-97.358176,26.356435],[-97.335275,26.355672],[-97.336802,26.331753],[-97.352833,26.318521],[-97.343927,26.267376],[-97.311866,26.273737],[-97.307031,26.253126],[-97.32128,26.236078],[-97.296598,26.200709],[-97.306776,26.159487],[-97.282094,26.120301],[-97.294054,26.11394],[-97.270898,26.086459],[-97.199651,26.077044],[-97.195071,26.04193],[-97.224842,26.027426],[-97.219244,25.996128],[-97.208557,25.991802],[-97.167208,26.007069],[-97.162628,26.023482],[-97.18273,26.053126],[-97.152009,26.062108],[-97.146294,25.955606],[-97.276707,25.952147],[-97.277163,25.935438],[-97.350398,25.925241],[-97.37443,25.907444],[-97.360082,25.868874],[-97.372864,25.840117],[-97.422636,25.840378],[-97.445113,25.850026],[-97.454727,25.879337],[-97.521762,25.886458],[-97.546421,25.934077],[-97.582565,25.937857],[-97.583044,25.955443],[-97.598043,25.957556],[-97.643708,26.016943],[-97.758838,26.032131],[-97.789823,26.04246],[-97.801344,26.060017],[-97.868235,26.056656]]]]},\"properties\":{\"name\":\"Texas\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa353","contributors":{"authors":[{"text":"Massey, Bernard C.","contributorId":173558,"corporation":false,"usgs":false,"family":"Massey","given":"Bernard","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":170084,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26378,"text":"wri854176 - 1985 - Hydrologic factors affecting lake-level fluctuations in Big Marine Lake, Washington County, Minnesota","interactions":[],"lastModifiedDate":"2022-02-22T19:17:08.589151","indexId":"wri854176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4176","title":"Hydrologic factors affecting lake-level fluctuations in Big Marine Lake, Washington County, Minnesota","docAbstract":"

A study by the U.S. Geological Survey from 1981 through 1984, in cooperation with the Carnelian-Marine Watershed District and the Minnesota Department of Natural Resources, investigated the causes of large lake-level fluctuations at Big Marine Lake. Historic records document that Big Marine Lake has changed substantially in surface area during the period 1847 through 1983; the maximum lake-surface area was 2,300 acres in 1847, and the minimum lake-surface area was 890 acres in 1938. A change in lake level of about 11 feet caused these changes in surface area. Serious flooding of lake-shore properties has occurred in recent years because residential development commonly took place during periods of relatively low-lake level during the 1950's and 1960's.

\n

Evaporation from the lake was estimated to be approximately equal to incident precipitation on the lake surface on an annual basis. Big Marine Lake does not have a surface-water inlet, and the outlet from the lake is at an elevation well above the stage at which lake-shore property is flooded. Hydrogeologic and geochemical data collected during the study show that (1) fluctuation of water levels at Big Marine Lake is controlled primarily by ground-water discharge to and seepage from the lake, (2) water in the drift aquifer and water in the lake are chemically similar, and (3) changes in the potentiometric surface of the bedrock aquifer have minor effects on changes in lake level.

\n

Long-term trends in cumulative departure from mean annual precipitation suggest that recharge to the drift aquifer in the area has been increasing since the 1940's. The increase in precipitation and recharge corresponds to the observed rise in lake level since 1965 when regular lake-level measurements began. Fluctuations in lake level in the future will depend on changes in recharge to the drift and bedrock aquifers, which is directly related to changes in long-term precipitation patterns.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri854176","collaboration":"Prepared in cooperation with the Carnelian-Marine Watershed District and the Minnesota Department of Natural Resources","usgsCitation":"Brown, R.G., 1985, Hydrologic factors affecting lake-level fluctuations in Big Marine Lake, Washington County, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 85-4176, iv, 23 p., https://doi.org/10.3133/wri854176.","productDescription":"iv, 23 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":55170,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4176/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124091,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4176/report-thumb.jpg"},{"id":396263,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36330.htm"}],"country":"United States","state":"Minnesota","county":"Washington County","otherGeospatial":"Big Marine Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.92,\n 45.27\n ],\n [\n -93.92,\n 45.125\n ],\n [\n -93.75,\n 45.125\n ],\n [\n -93.75,\n 45.27\n ],\n [\n -93.92,\n 45.27\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606b42","contributors":{"authors":[{"text":"Brown, R. G.","contributorId":106118,"corporation":false,"usgs":true,"family":"Brown","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196283,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10052,"text":"ofr85163 - 1985 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1981","interactions":[],"lastModifiedDate":"2017-06-14T11:17:49","indexId":"ofr85163","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-163","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1981","docAbstract":"

Hydro! oqic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas-Fort Worth and San Antonio areas.

\n

The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:

\n
    \n
  1. To determine, on the basis of historical data and hydro!ogic analyses, the magnitude and frequency of flood peaks and flood volumes.
    2. \n
  2. To determine the effect of urban development on flood peaks and volumes.
    3. \n
  3. To ascertain the variation in water quality for different flow conditions and different seasons.
    4. \n
\n

This report, the eighteenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents hydro!ogic data collected in the Houston urban area for the 1981 water year (October 1, 1980 to September 30, 1981).

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr85163","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., 1985, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1981: U.S. Geological Survey Open-File Report 85-163, viii, 296 p., https://doi.org/10.3133/ofr85163.","productDescription":"viii, 296 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":37901,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0163/report.pdf","text":"Report","size":"5.56 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":145610,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0163/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.36819458007811,\n 30.039377605001338\n ],\n [\n -95.42587280273438,\n 30.039377605001338\n ],\n [\n -95.49179077148438,\n 30.03462216002981\n ],\n [\n -95.56320190429686,\n 30.0262995822237\n ],\n [\n -95.62774658203125,\n 30.001327656702326\n ],\n [\n -95.73348999023438,\n 29.969211659636663\n ],\n [\n -95.83648681640624,\n 29.92756435779241\n ],\n [\n -95.87493896484374,\n 29.888280933159265\n ],\n [\n -95.86257934570312,\n 29.80251790576445\n ],\n [\n -95.86944580078125,\n 29.75364773335698\n ],\n [\n -95.8447265625,\n 29.69640358280457\n ],\n [\n -95.79940795898438,\n 29.672542219068987\n ],\n [\n -95.69641113281249,\n 29.630771207229\n ],\n [\n -95.63186645507812,\n 29.60092416008231\n ],\n [\n -95.51513671875,\n 29.57106827738255\n ],\n [\n -95.40252685546875,\n 29.511330027309146\n ],\n [\n -95.28030395507812,\n 29.485034019181064\n ],\n [\n -95.17730712890625,\n 29.482643134466617\n ],\n [\n -95.086669921875,\n 29.499378142743375\n ],\n [\n -94.99740600585938,\n 29.532839863453397\n ],\n [\n -94.95483398437499,\n 29.551955878093022\n ],\n [\n -94.9493408203125,\n 29.604506272365295\n ],\n [\n -94.96719360351562,\n 29.653449050468925\n ],\n [\n -94.9822998046875,\n 29.680894340704334\n ],\n [\n -95.01800537109374,\n 29.71787396585316\n ],\n [\n -95.0372314453125,\n 29.744109309616487\n ],\n [\n -95.06881713867188,\n 29.76556948666697\n ],\n [\n -95.06744384765625,\n 29.797751134173065\n ],\n [\n -95.07705688476562,\n 29.837070205715218\n ],\n [\n -95.10314941406249,\n 29.871610558533725\n ],\n [\n -95.1361083984375,\n 29.925183985247404\n ],\n [\n -95.15396118164062,\n 29.972780616663897\n ],\n [\n -95.14572143554688,\n 29.997759725578906\n ],\n [\n -95.185546875,\n 30.01916538794235\n ],\n [\n -95.2294921875,\n 30.02511058549258\n ],\n [\n -95.2789306640625,\n 30.029866486852946\n ],\n [\n -95.33660888671875,\n 30.032244351965684\n ],\n [\n -95.36819458007811,\n 30.039377605001338\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4783e4b07f02db483919","contributors":{"authors":[{"text":"Liscum, Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":160735,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30650,"text":"wri854226 - 1985 - Hydrology and water-quality monitoring considerations, Jackpile uranium mine, northwestern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri854226","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4226","title":"Hydrology and water-quality monitoring considerations, Jackpile uranium mine, northwestern New Mexico","docAbstract":"The Jackpile Uranium Mine, which is on the Pueblo of Laguna in northwestern New Mexico, was operated from 1953 to 1980. The mine and facilities have affected 3,141 acres of land, and about 2,656 acres were yet to be reclaimed by late 1980. The intended use of the restored land is stock grazing. Fractured Dakota Sandstone and Mancos Shale of Cretaceous age overlie the Jackpile sandstone and a 200-ft-thick tight mudstone unit of the Brushy Basin Member underlies the Jackpile. The hydraulic conductivity of the Jackpile sandstone probably is about 0.3 ft/day. The small storage coefficients determined from three aquifer tests indicate that the Jackpile sandstone is a confined hydrologic system throughout much of the mine area. Sediment from the Rio Paguate has nearly filled the Paguate Reservoir near Laguna since its construction in 1940. The mean concentrations of uranium, Ra-226, and other trace elements generally were less than permissible limits established in national drinking water regulations or New Mexico State groundwater regulations. No individual surface water samples collected upstream from the mine contained concentrations of Ra-226 in excess of the permissible limits. Ra-226 concentrations in many individual samples collected from the Rio Paguate from near the mouth of the Rio Moquino to the sampling sites along the downstream reach of the Rio Paguate, however, exceeded the recommended permissible concentration of Ra-226 for public drinking water supplies. Concentrations in surface water apparently are changed by groundwater inflow near the confluence of the two streams. The altitude of the water tables in the backfill of the pits will be controlled partly by the water level in the Rio Paguate. Other factors controlling the altitudes of the water tables are the recharge rate to the backfill and the hydraulic conductivities of the backfill, alluvium, Jackpile sandstone, and mudstone unit of the Brushy Basin Member. After reclamation, most of the shallow groundwater probably will discharge to the natural stream channels draining the mine area. Groundwater quality may be monitored as: (1) ' Limited monitoring, ' in which only the change in water quality is determined as the groundwater flows from the mine; or (2) ' thorough monitoring, ' in which specific sources of possible contaminants are described. (Author 's Abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854226","usgsCitation":"Zehner, H., 1985, Hydrology and water-quality monitoring considerations, Jackpile uranium mine, northwestern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 85-4226, vi, 61 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854226.","productDescription":"vi, 61 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123499,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4226/report-thumb.jpg"},{"id":59422,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4226/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59423,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4226/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e78b","contributors":{"authors":[{"text":"Zehner, H.H.","contributorId":105322,"corporation":false,"usgs":true,"family":"Zehner","given":"H.H.","email":"","affiliations":[],"preferred":false,"id":203604,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29863,"text":"wri854244 - 1985 - Estimation of evaporation from Ned Wilson Lake, Flat Tops Wilderness Area, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri854244","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4244","title":"Estimation of evaporation from Ned Wilson Lake, Flat Tops Wilderness Area, Colorado","docAbstract":"As part of an effort to define the hydrology and water quality of Ned Wilson Lake, evaporation rates were estimated for the summer periods of 1983 and 1984. Mass-transfer and energy-budget techniques and the Morton model were used to estimate evaporation using data collected at the lake and data collected at a meteorological station 0.1 mile from the lake. The estimate of evaporation for July 29 through September 27, 1983, using the mass-transfer technique, was 9.50 inches; the estimate using the energy-budget technique was 8.10 inches; the estimate using the Morton model was 9.90 inches. The evaporation estimate for July 18 through September 25, 1984, using the mass-transfer technique was 8.71 inches; the estimate using the energy-budget technique was 7.88 inches; the estimate using the Moron model was 10.49 inches. These estimates will provide values to be used in future analyses of the interaction of lake and groundwater; however, refinement of data collection will be necessary to determine specifically the rate of evaporation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854244","usgsCitation":"Spahr, N., and Turk, J., 1985, Estimation of evaporation from Ned Wilson Lake, Flat Tops Wilderness Area, Colorado: U.S. Geological Survey Water-Resources Investigations Report 85-4244, iv, 13 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854244.","productDescription":"iv, 13 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":126593,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4244/report-thumb.jpg"},{"id":58674,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4244/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fba16","contributors":{"authors":[{"text":"Spahr, N.E.","contributorId":79476,"corporation":false,"usgs":true,"family":"Spahr","given":"N.E.","email":"","affiliations":[],"preferred":false,"id":202259,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Turk, J.T.","contributorId":94259,"corporation":false,"usgs":true,"family":"Turk","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":202260,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29885,"text":"wri854336 - 1985 - Ground-water flow and solute transport in the Equus beds area, south-central Kansas, 1940-79","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri854336","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4336","title":"Ground-water flow and solute transport in the Equus beds area, south-central Kansas, 1940-79","docAbstract":"Water levels have declined about 30 ft from 1940 to 1980 in part of the Equus beds aquifer in south-central Kansas where the city of Wichita operates a well field. A three-dimensional, finite-difference, groundwater flow model was developed to: (1) Reproduce hydrologic conditions in the flow system between the Equus beds aquifer and the underlying Wellington aquifer from 1940 to 1980, and (2) simulate the effect that future withdrawals could have on water supply in the Equus beds aquifer and on relationships between water levels in the Equus beds aquifer and the Wellington aquifer from 1980 to 2020. The model favorably reproduced both measured water levels and streamflow gains in the Equus beds aquifer for 1971 and 1980, and measured water levels in the Wellington aquifer. The flow model then was used to simulate the effects of five pumping alternatives based on rates of withdrawal by wells from 1971-79. For the first alternative, withdrawal rates were decreased by one-half. Projected saturated thickness in the aquifer and streamflow gain were the greatest among the five alternatives. For the second alternative, withdrawal rates for 1971-79 were continued. Compared to results from the first alternative, saturated thickness was projected to decline from 10 to 40 ft in some areas, and streamflow gains were maintained for the Arkansas and Little Arkansas Rivers. A two-dimensional, finite-difference, solute-transport model was developed to: (1) Reproduce the movement of chloride ion in part of the Equus beds aquifer, including the Wichita municipal well field, from 1940 to 1980, and (2) simulate the effect that future withdrawal rates could have on the concentration of chloride ion from 1980 to 2020. Sources of the chloride ion were oilfield brine disposed from 1932-43 that is moving toward the well field and water in the Arkansas River. Each simulation projected an increase in the concentration of chloride ion in the Wichita well field. The projections indicated that a continuous 1,000 mg/L source of chloride ion in streamflow losses from the Arkansas River had a greater effect on increasing chloride-ion concentrations in the Wichita well field than did the movement of residual oilfield brine. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854336","usgsCitation":"Spinazola, J., Gillespie, J.B., and Hart, R.J., 1985, Ground-water flow and solute transport in the Equus beds area, south-central Kansas, 1940-79: U.S. Geological Survey Water-Resources Investigations Report 85-4336, x, 68 p. :ill., maps (1 col.) ;28 cm., https://doi.org/10.3133/wri854336.","productDescription":"x, 68 p. :ill., maps (1 col.) ;28 cm.","costCenters":[],"links":[{"id":160113,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4336/report-thumb.jpg"},{"id":58693,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4336/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58694,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4336/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b08e4b07f02db69b80e","contributors":{"authors":[{"text":"Spinazola, J. M.","contributorId":32574,"corporation":false,"usgs":true,"family":"Spinazola","given":"J. M.","affiliations":[],"preferred":false,"id":202297,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gillespie, James B.","contributorId":72809,"corporation":false,"usgs":true,"family":"Gillespie","given":"James","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":202299,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hart, R. J.","contributorId":62607,"corporation":false,"usgs":true,"family":"Hart","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202298,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30273,"text":"wri844121 - 1985 - Compilation of water resources development and hydrologic data of Saipan, Mariana Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri844121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4121","title":"Compilation of water resources development and hydrologic data of Saipan, Mariana Islands","docAbstract":"Saipan is the largest island of the Northern Mariana Islands, a chain of 14 islands north of Guam. Saipan comprises one third of the land area of the islands. No long-term rainfall record is available at any location, but some rainfall records are for periods up to 16 years, some of which began in 1901. Average annual rainfall for the island is 81 inches, with the southern end receiving about 10 inches less annually than the rest of the island. The amount of rainfall which runs off in northeast Saipan ranges from 23 to 64 percent and averages about 40 percent. Runoff on the rest of the island is from springs or occurs only during heavy rainfall. Surface-water development appears impractical. Ground water is the main source of water for the island and production was almost 4 million gallons per day in 1982. However, chloride concentration in ground water exceeds 1,000 milligrams per liter in many locations. The average chloride concentration of the domestic water stays near the maximum permissible level (600 milligrams per liter). This report summarizes the history of the water-resources development and presents all available hydrologic data, including rainfall records since 1901, streamflow records since 1968, and drilling logs, pumping tests, chemical analyses, and production figures from 180 testholes and wells drilled on Saipan. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844121","usgsCitation":"Van der Brug, O., 1985, Compilation of water resources development and hydrologic data of Saipan, Mariana Islands: U.S. Geological Survey Water-Resources Investigations Report 84-4121, x, 578 p. :ill. ;28 cm., https://doi.org/10.3133/wri844121.","productDescription":"x, 578 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123890,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4121/report-thumb.jpg"},{"id":59056,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4121/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8408","contributors":{"authors":[{"text":"Van der Brug, Otto","contributorId":37347,"corporation":false,"usgs":true,"family":"Van der Brug","given":"Otto","email":"","affiliations":[],"preferred":false,"id":202968,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13714,"text":"ofr85647 - 1985 - Hydrologic data from Naval Oil Shale Reserves, Parachute Creek basin, northwestern Colorado, water years 1982-83","interactions":[],"lastModifiedDate":"2012-02-02T00:06:53","indexId":"ofr85647","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-647","title":"Hydrologic data from Naval Oil Shale Reserves, Parachute Creek basin, northwestern Colorado, water years 1982-83","docAbstract":"Data for water years 1982 and 1983, collected by the U.S. Department of Energy, Naval Petroleum and Oil Shale Reserves in the Parachute Creek drainage basin of western Colorado are summarized. These data are supplemental to data reported by Patt and others (1982) and Galyean and others (1983). Data from five streamflow-gaging stations, automatic sediment samplers, and two water quality monitors are presented. The sediment samplers and monitors are located at two of the streamflow-gaging stations. Climate data including mean, maximum, and minimum air temperature and relative humidity, daily solar radiation, mean wind velocity, and mean wind direction are reported for one site. Daily precipitation data are reported for three sites and snow-source data are reported for one site. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85647","usgsCitation":"Galyean, K., Jenkins, R., and Collins, D., 1985, Hydrologic data from Naval Oil Shale Reserves, Parachute Creek basin, northwestern Colorado, water years 1982-83: U.S. Geological Survey Open-File Report 85-647, vii, 91 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85647.","productDescription":"vii, 91 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147261,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0647/report-thumb.jpg"},{"id":42276,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0647/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c5b9","contributors":{"authors":[{"text":"Galyean, K.C.","contributorId":69140,"corporation":false,"usgs":true,"family":"Galyean","given":"K.C.","affiliations":[],"preferred":false,"id":168280,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jenkins, R.A.","contributorId":48192,"corporation":false,"usgs":true,"family":"Jenkins","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":168279,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Collins, D.L.","contributorId":87936,"corporation":false,"usgs":true,"family":"Collins","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":168281,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":4841,"text":"pp427D - 1985 - Influences of strip mining on the hydrologic environment of parts of Beaver Creek basin, Kentucky, 1973-74","interactions":[],"lastModifiedDate":"2018-10-01T19:52:58","indexId":"pp427D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"427","chapter":"D","title":"Influences of strip mining on the hydrologic environment of parts of Beaver Creek basin, Kentucky, 1973-74","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/pp427D","usgsCitation":"1985, Influences of strip mining on the hydrologic environment of parts of Beaver Creek basin, Kentucky, 1973-74: U.S. Geological Survey Professional Paper 427, p. D1-D63, https://doi.org/10.3133/pp427D.","productDescription":"p. D1-D63","costCenters":[],"links":[{"id":31778,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0427d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117268,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0427d/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5ee56f","contributors":{"editors":[{"text":"Krieger, Robert A.","contributorId":63796,"corporation":false,"usgs":true,"family":"Krieger","given":"Robert A.","affiliations":[],"preferred":false,"id":747067,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}} ,{"id":13855,"text":"ofr85172 - 1985 - Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1983","interactions":[],"lastModifiedDate":"2017-06-14T10:54:41","indexId":"ofr85172","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-172","title":"Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1983","docAbstract":"

Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas, Fort Worth, and San Antonio areas.

\n

The Geological Survey, in cooperation with the Texas Department of Water Reources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.

\n

The objectives of the Austin urban hydrology study are as follows:

\n
    \n
  1. To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.
    2. \n
  2. To determine the effect of urban development on flood peaks and volume.
    3. \n
  3. To determine the variations in water quality during different seasons and flow conditions in representative watersheds under various types of urban development.
    4. \n
  4. To quantitatively appraise the ground-water resources along the Balcones Fault Zone, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the Edwards aquifer that is in hydrologic circulation with Barton Springs.
    5. \n
\n

This report presents the basic hydrologic data collected in the Austin urban area for the 1983 water year (Oct. 1, 1982 to Sept. 30, 1983).

\n

Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-83-3, 1983.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr85172","collaboration":"Prepared in cooperation with the City of Austin and the Texas Department of Water Resources","usgsCitation":"Gordon, J., Pate, D., and Dorsey, M., 1985, Hydrologic data for urban studies in the Austin, Texas, metropolitan area, 1983: U.S. Geological Survey Open-File Report 85-172, 154 p., https://doi.org/10.3133/ofr85172.","productDescription":"154 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":144386,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0172/report-thumb.jpg"},{"id":42460,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0172/report.pdf","text":"Report","size":"2.70 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.09280395507812,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 29.991812888666043\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608199","contributors":{"authors":[{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":168510,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pate, D.L.","contributorId":87145,"corporation":false,"usgs":true,"family":"Pate","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":168512,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":168511,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25598,"text":"wri854166 - 1985 - Hydrologic effects of ground- and surface-water withdrawals in the Milford area, Elkhart and Kosciusko counties, Indiana","interactions":[],"lastModifiedDate":"2016-06-01T10:15:07","indexId":"wri854166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4166","title":"Hydrologic effects of ground- and surface-water withdrawals in the Milford area, Elkhart and Kosciusko counties, Indiana","docAbstract":"

Agricultural irrigation in northern Indiana has increased rapidly since 1975 and might double by the year 2000. A 16.5 square-mile area in north-central Indiana was studied to determine possible effects of increased irrigation on local water supply. In 1982, an average of 2 inches of water was used to irrigate 975 acres of sandy soil overlying highly transmissive outwash deposits. Irrigational pumpage was 75 percent of the summer water use but was less than potential irrigational pumpage because (1) only one-third of the suitable land was irrigated, and (2) precipitation was near normal for the year.

\n

A three-dimensional digital flow model, calibrated with data collected in 1982, was used to simulate four hypothetical pumping plans representing various irrigational schemes and possible rainfall conditions: (1) 1982 acreage irrigated and 1982 (above normal) precipitation; (2) 1982 acreage irrigated and below-normal precipitation; (3) maximum acreage irrigated and normal precipitation; and (4) maximum acreage irrigated and below-normal precipitation. A fifth pumping plan was used to simulate maximum year-round water use. Plan 5 was not designed to simulate irrigational development but rather a maximum rate of withdrawal sustainable year-round until steady-state is reached.

\n

Of the four pumping plans that simulated irrigational pumpage, plan 4 had the greatest effect on ground- and surface-water supply. Compared with 1982 pumpage, this plan represented a thirteenfold increase in the volume of water pumped for irrigation from wells and from Turkey Creek, a stream bordering the area of study. The model predicted a potentiometric decline of as much as 20.7 feet over an 8-acre area of the aquifer. This decline was one-fourth of the available drawdown and would not dewater the source aquifer. Streamflow in Turkey Creek would be reduced 39 percent by simulated ground-water and surface-water pumpage but remaining flow would still be twice the 7-day, 10-year low flow. However, the model predicted that flow in two smaller streams would be reduced to zero.

\n

The rate of pumping used in plan 5 was nearly 4 times the pumping rate in 1982. Potentiometric decline for plan 5 was as much as 40 percent of available drawdown, and predicted streamflow reduction would cause flow in Turkey Creek to decrease below the 7-day, 10-year low flow.

\n

Results of plans 1, 2, 3, and 4 indicate that the outwash system provides adequate water for current (1982) needs and substantial growth for irrigation. However, maximum irrigational development might cause temporary, local competition for water in several parts of the area. Plan 5 indicates .that water use could increase substantially before effects of pumping would prevail year-round.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri854166","collaboration":"Indiana Department of Natural Resources","usgsCitation":"Lindgren, H., Peters, J.G., Cohen, D., and Crompton, E., 1985, Hydrologic effects of ground- and surface-water withdrawals in the Milford area, Elkhart and Kosciusko counties, Indiana: U.S. Geological Survey Water-Resources Investigations Report 85-4166, vi, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854166.","productDescription":"vi, 75 p. :ill., maps ;28 cm.","startPage":"1","endPage":"75","numberOfPages":"81","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":54342,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4166/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4166/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Elkhart, Kosciusko","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.7874,41.7615],[-85.7591,41.7613],[-85.6606,41.7608],[-85.6589,41.699],[-85.6575,41.6122],[-85.6554,41.5251],[-85.6542,41.4733],[-85.6552,41.4384],[-85.6538,41.3521],[-85.6527,41.2949],[-85.6518,41.2668],[-85.6522,41.1787],[-85.6876,41.179],[-85.6856,41.0896],[-85.6849,41.0465],[-85.9457,41.0424],[-86.017,41.0414],[-86.0179,41.0863],[-86.0758,41.0851],[-86.0777,41.1736],[-86.0539,41.1735],[-86.0574,41.3033],[-86.059,41.4336],[-86.059,41.4367],[-86.0594,41.4644],[-86.0593,41.474],[-86.0593,41.479],[-86.0592,41.4935],[-86.0598,41.4999],[-86.0624,41.7619],[-85.932,41.7623],[-85.7874,41.7615]]]},\"properties\":{\"name\":\"Elkhart\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607040","contributors":{"authors":[{"text":"Lindgren, H.A.","contributorId":85627,"corporation":false,"usgs":true,"family":"Lindgren","given":"H.A.","email":"","affiliations":[],"preferred":false,"id":194358,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peters, J. G.","contributorId":56216,"corporation":false,"usgs":true,"family":"Peters","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":194356,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cohen, D.A.","contributorId":17628,"corporation":false,"usgs":true,"family":"Cohen","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":194355,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Crompton, E. J.","contributorId":70412,"corporation":false,"usgs":true,"family":"Crompton","given":"E. J.","affiliations":[],"preferred":false,"id":194357,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":13972,"text":"ofr85160 - 1985 - Hydrologic data for Leviathan Mine and vicinity, Alpine County, California, 1981-83","interactions":[],"lastModifiedDate":"2012-02-02T00:07:00","indexId":"ofr85160","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-160","title":"Hydrologic data for Leviathan Mine and vicinity, Alpine County, California, 1981-83","docAbstract":"The U.S. Geological Survey collected basic hydrologic and water-quality data during 1981-83 to facilitate the geohydrologic evaluation of the Leviathan Mine area and the design of a pollution-abatement project. Surface-water field data included one or more measurements of pH, water temperature, and specific conductance at 45 sites in and adjacent to the mine area. At nine of these sites, daily data on discharge, specific conductance, and water temperature were collected during parts of 1981-82 by using electronic monitor-recorder systems. Ground-water field data included one or more of the water-quality measurements listed above at 71 piezometers in the mine area. Borehole geophysical data included neutron-moisture, neutron-porosity, gamma-gamma density, natural gamma, and temperature logs at three sites. Mineralogic and hydrologic data were obtained for cores taken from nine test holes. One or more surface-water samples from 26 sites were analyzed for major cations, major anions, and a wide range of minor inorganic constituents. Single ground-water samples from 36 piezometers were analyzed for the same array of major and minor constituents. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85160","usgsCitation":"Hammermeister, D., and Walmsley, S., 1985, Hydrologic data for Leviathan Mine and vicinity, Alpine County, California, 1981-83: U.S. Geological Survey Open-File Report 85-160, ix, 161 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85160.","productDescription":"ix, 161 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148015,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0160/report-thumb.jpg"},{"id":42622,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0160/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ed75","contributors":{"authors":[{"text":"Hammermeister, D.P.","contributorId":27066,"corporation":false,"usgs":true,"family":"Hammermeister","given":"D.P.","affiliations":[],"preferred":false,"id":168721,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Walmsley, S.J.","contributorId":89909,"corporation":false,"usgs":true,"family":"Walmsley","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":168722,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10396,"text":"ofr85179 - 1985 - Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1984 water year","interactions":[],"lastModifiedDate":"2022-12-13T21:59:07.717575","indexId":"ofr85179","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-179","title":"Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1984 water year","docAbstract":"

The computer annual yield and deficiency of the subbasins as defined in the Arkansas River Compact, Arkansas-Oklahoma, are given in tables. Actual runoff from the subbasins and depletion caused by major reservoirs in the compact area are also given in tabular form. Monthly, maximum, minimum, and mean discharges are shown for the 14 streamflow stations used in computing annual yield.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85179","usgsCitation":"Moore, M.A., and Lamb, T., 1985, Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1984 water year: U.S. Geological Survey Open-File Report 85-179, iv, 32 p., https://doi.org/10.3133/ofr85179.","productDescription":"iv, 32 p.","costCenters":[],"links":[{"id":410412,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16742.htm","linkFileType":{"id":5,"text":"html"}},{"id":143928,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0179/report-thumb.jpg"},{"id":38228,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0179/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arkansas, Oklahoma","otherGeospatial":"Arkansas River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -95.933,\n 36.452\n ],\n [\n -95.933,\n 34.702\n ],\n [\n -93.636,\n 34.702\n ],\n [\n -93.636,\n 36.452\n ],\n [\n -95.933,\n 36.452\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b724","contributors":{"authors":[{"text":"Moore, M. A.","contributorId":84767,"corporation":false,"usgs":true,"family":"Moore","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161317,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":161316,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14605,"text":"ofr85186 - 1985 - Selected hydrologic data for the Powell River basin in Wise County, Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:06:59","indexId":"ofr85186","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-186","title":"Selected hydrologic data for the Powell River basin in Wise County, Virginia","docAbstract":"Evaluation of selected surface-water, ground-water, and water-quality data shows that hydrologic data collected by governmental agencies comprises less than 10 percent of the total data available in the Powell River basin, Virginia. Only a small portion of the hydrologic data for the basin has been compiled and stored by Federal and state agencies in two computerized hydrologic indexing systems (National Water Data Exchange and Commonwealth Data Base). Selected ground-water, surface-water, and water-quality data collected in the Powell River Basin in Wise County, Virginia are summarized. The data are obtained from three coal-mining companies, the Virginia State Water Control Board, and the U.S. Geological Survey. Water-quality data for 61 ground-water and 86 surface-water sites indicate elevated iron and manganese concentrations are present throughout the basin. A bibliography of available hydrologic reports on the area and selected pertinent hydrologic reports from other coal-producing areas is present. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85186","usgsCitation":"Larson, J.D., 1985, Selected hydrologic data for the Powell River basin in Wise County, Virginia: U.S. Geological Survey Open-File Report 85-186, iv, 22 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85186.","productDescription":"iv, 22 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148087,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0186/report-thumb.jpg"},{"id":43292,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0186/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f8ac2","contributors":{"authors":[{"text":"Larson, J. D.","contributorId":83084,"corporation":false,"usgs":true,"family":"Larson","given":"J.","middleInitial":"D.","affiliations":[],"preferred":false,"id":169728,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14825,"text":"ofr85347 - 1985 - Selected test-well data from the MX-missile siting study, Tooele, Juab, Millard, Beaver, and Iron Counties, Utah","interactions":[],"lastModifiedDate":"2022-09-23T21:33:33.17489","indexId":"ofr85347","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-347","title":"Selected test-well data from the MX-missile siting study, Tooele, Juab, Millard, Beaver, and Iron Counties, Utah","docAbstract":"

This report contains well data collected from 1979 to 1983 in a part of the Great Basin in western Utah (fig. 1). The area is characterized by a series of generally north-trending mountain ranges separated by alluviumfilled basins that are partially filled with sedimentary deposits eroded from the adjacent mountains and lacustrine sediments deposited by Lake Bonneville. Most of the intermountain basins are elongated in the northward direction, but some are almost equidimensional.

This report was prepared as part of the Great Basin Regional AquiferSystem Analysis (RASA) program. The report is intended to make well data from the MX-missile siting study readily available to water-resource managers and the general public. It includes well data obtained in areas for which little or no such data have been published previously.

Well-drilling and well-completion data were compiled by Ertec, Inc. (formerly Fugro National, Inc.) under contract with the U. S. Air Force. Those data along with aquifer test data, geophysical logs, and drillers1 or geologists1 logs were obtained from Ertec, Inc. under an agreement with the U.S. Air Force. The authors thank the officials of both Ertec, Inc. and the U.S. Air Force for their helpful cooperation.

The U.S. Geological Survey obtained accurate locations of the test wells (pi. 1) and accurate water-level measurements in those wells (table 1). Chemical analyses of water samples collected from several of the test wells drilled in the Sevier Desert have been published in a report by Enright and Holmes (1982, table 5).

Test drilling for the MX-missile siting study consisted of two parts, the verification phase and the water-resources phase. The verification jhase was designed to obtain information necessary for the design and construction of the MX-basing system. Numerous small diameter wells were bored with depths ranging from 92 to 205 feet. Two-inch diameter JVC casing with the bottom 20 feet perforated was installed in each borehole. The water-resources phase was designed to determine ground-water availibility and to estimate the effects of ground-water withdrawals required for the construction of the MX-basing system. Six large-diameter production test wells were drilled along with associated small-diameter observation wells. Depths ranged from 310 to 1,399 feet. Lithologic logs for selected production test wells or associated observation wells are listed in table 2. Geophysical logs and aquifer test data are available in the files of the U. S. Geological Survey, as indicated in table 1.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr85347","usgsCitation":"Mason, J.L., Atwood, J.W., and Buettner, P.S., 1985, Selected test-well data from the MX-missile siting study, Tooele, Juab, Millard, Beaver, and Iron Counties, Utah: U.S. Geological Survey Open-File Report 85-347, Report: iv, 13 p.; 1 Plate: 15.15 in. x 28.23 inches, https://doi.org/10.3133/ofr85347.","productDescription":"Report: iv, 13 p.; 1 Plate: 15.15 in. x 28.23 inches","numberOfPages":"15","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":43615,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0347/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148911,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0347/report-thumb.jpg"},{"id":43616,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0347/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407326,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16787.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Utah","county":"Beaver County, Iron County, Juab County, Millard County, Tooele County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114.051,\n 37.689\n ],\n [\n -112.218,\n 37.689\n ],\n [\n -112.218,\n 40.3\n ],\n [\n -114.051,\n 40.3\n ],\n [\n -114.051,\n 37.689\n ]\n ]\n ]\n }\n }\n ]\n}","publicComments":"This report is a product of the Great Basin Regional Aquifer-System Analysis program. It is also Utah Hydrologic-Data Report no. 43.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a03e4b07f02db5f820a","contributors":{"authors":[{"text":"Mason, James L.","contributorId":14397,"corporation":false,"usgs":true,"family":"Mason","given":"James","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":170081,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Atwood, John W.","contributorId":11628,"corporation":false,"usgs":true,"family":"Atwood","given":"John","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":170079,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Buettner, Priscilla S.","contributorId":15217,"corporation":false,"usgs":true,"family":"Buettner","given":"Priscilla","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":170080,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":10944,"text":"ofr84611 - 1985 - Hydrology of the Floridan Aquifer system in west-central Florida","interactions":[{"subject":{"id":10944,"text":"ofr84611 - 1985 - Hydrology of the Floridan Aquifer system in west-central Florida","indexId":"ofr84611","publicationYear":"1985","noYear":false,"title":"Hydrology of the Floridan Aquifer system in west-central Florida"},"predicate":"SUPERSEDED_BY","object":{"id":39655,"text":"pp1403F - 1985 - Hydrology of the Floridan aquifer system in west-central Florida","indexId":"pp1403F","publicationYear":"1985","noYear":false,"chapter":"F","title":"Hydrology of the Floridan aquifer system in west-central Florida"},"id":1}],"supersededBy":{"id":39655,"text":"pp1403F - 1985 - Hydrology of the Floridan aquifer system in west-central Florida","indexId":"pp1403F","publicationYear":"1985","noYear":false,"title":"Hydrology of the Floridan aquifer system in west-central Florida"},"lastModifiedDate":"2020-02-03T12:27:19","indexId":"ofr84611","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-611","title":"Hydrology of the Floridan Aquifer system in west-central Florida","docAbstract":"

No abstract available. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr84611","usgsCitation":"Ryder, P., 1985, Hydrology of the Floridan Aquifer system in west-central Florida: U.S. Geological Survey Open-File Report 84-611, vii, 92 p. , https://doi.org/10.3133/ofr84611.","productDescription":"vii, 92 p. ","costCenters":[],"links":[{"id":371936,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0611/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144173,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0611/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -84.000000,25.000000 ], [ -84.000000,30.000000 ], [ -81.000000,30.000000 ], [ -81.000000,25.000000 ], [ -84.000000,25.000000 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601e86","contributors":{"authors":[{"text":"Ryder, P.D.","contributorId":104021,"corporation":false,"usgs":true,"family":"Ryder","given":"P.D.","email":"","affiliations":[],"preferred":false,"id":162247,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26017,"text":"wri854163 - 1985 - Hydrologic effects of ground- and surface-water withdrawals in the Howe area, Lagrange County, Indiana","interactions":[],"lastModifiedDate":"2022-02-22T19:14:27.140314","indexId":"wri854163","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4163","title":"Hydrologic effects of ground- and surface-water withdrawals in the Howe area, Lagrange County, Indiana","docAbstract":"

Geometry and hydraulic characteristics of a 46.5 sq mi area of the sand and gravel outwash-aquifer system between Fawn and Pigeon Rivers in Lagrange County were defined in a study of the effect of current and potential uses of water on the aquifer, streams, lakes, and wetlands. There are three aquifers: Aquifer 1, a surficial water table aquifer that ranges from 10 to 60 ft in thickness, hydraulic conductivity of 210 ft/d, and transmissivity of 5,000 to 16,000 sq ft/day. Aquifer 2 ranges from 50 to 110 ft in thickness, hydraulic conductivity of 360 ft/d, and transmissivity ranges of 5,000 to 35,000 sq ft/day. Aquifer 3 ranges from zero to 200 ft in thickness, hydraulic conductivity of 25 ft/d, and transmissivity of zero to 5,000 sq ft/d. A three-layer digital flow model was calibrated to steady-state water levels during autumn 1982. The effects of current and potential development of irrigation on the groundwater and surface water systems were estimated by transient simulations of five pumping plans. The effect of year-round pumping was estimated by steady-state simulation of a sixth plan. Plan 1 was a simulation of current irrigational development with pumpage equal to that which supplied water to crops in 1982. Maximum simulated drawdowns were 4 ft in layer 1 and 14 ft in layers 2 and 3. Simulated drawdowns were greater than those observed in 1982. Plans 2 and 3 were simulations of the current irrigational development with pumping rates that would supply water to crops in a normal and in a dry year. The effect on the hydrologic system by pumping in plans 2 and 3, therefore, is minimal. Plans 4 and 5 were simulations of maximum potential irrigational development that would supply water to a corn crop during a normal and a dry year. The maximum simulated drawdowns for plan 4 were 14, 30, and 31 ft in aquifers 1, 2, and 3, respectively. Maximum drawdowns for plan 5 were 15, 32, and 31 ft in aquifers 1, 2 and 3. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854163","usgsCitation":"Bailey, Z., Greeman, T., and Crompton, E., 1985, Hydrologic effects of ground- and surface-water withdrawals in the Howe area, Lagrange County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 85-4163, vii, 130 p., https://doi.org/10.3133/wri854163.","productDescription":"vii, 130 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":396262,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36320.htm"},{"id":54791,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4163/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123485,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4163/report-thumb.jpg"}],"country":"United States","state":"Indiana, Michigan","county":"Branch County, Lagrange County, Saint Joseph County","otherGeospatial":"Fawn River, Pigeon River, Saint Joseph River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -85.548,\n 41.665\n ],\n [\n -85.278,\n 41.665\n ],\n [\n -85.278,\n 41.79\n ],\n [\n -85.548,\n 41.79\n ],\n [\n -85.548,\n 41.665\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e481de4b07f02db4df6c5","contributors":{"authors":[{"text":"Bailey, Z. C.","contributorId":54587,"corporation":false,"usgs":true,"family":"Bailey","given":"Z. C.","affiliations":[],"preferred":false,"id":195649,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Greeman, T. K.","contributorId":58275,"corporation":false,"usgs":true,"family":"Greeman","given":"T. K.","affiliations":[],"preferred":false,"id":195650,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crompton, E. J.","contributorId":70412,"corporation":false,"usgs":true,"family":"Crompton","given":"E. J.","affiliations":[],"preferred":false,"id":195651,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26358,"text":"wri854125 - 1985 - Hydrology of coal-lease areas near Durango, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri854125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4125","title":"Hydrology of coal-lease areas near Durango, Colorado","docAbstract":"The U.S. Bureau of Land Management leases Federal lands and minerals for coal mining near Durango, Colorado. This report addresses the hydrologic suitability of those lands for coal leasing; the report describes the general hydrology of the Durango area and, more specifically, the hydrology of the Stollsteimer Creek study area 32 miles east of the Durango and the Hay Gulch study area, 12 miles southwest of Durango. The most productive aquifers in the Durango study area are Quaternary alluvium and the tertiary Animas Formation. Water wells completed in alluvium typically yield 5 to 20 gallons/min; wells completed is the Animas Formation yield as much as 50 gallons/min. Water quality in these aquifers is variable, but it generally is suitable for domestic use. The coal-bearing Cretaceous Fruitland and Menefee Formations are mined by surface methods at the Chimney Rock Mine in the Stollsteimer Creek study area and by underground methods at the National King Coal Mine in the Hay Gulch study area. Effects of surface mining in the Stollsteimer Creek area are: (1) Dewatering of an alluvial aquifer; and (2) Local degradation of alluvium water quality by spoil-pile effluent. Effects of underground mining in the Hay Gulch area are: (1) Introduction of water with greater dissolved-solids concentrations into the upper Hay Gulch alluvium from mine runoff; (2) Subsidence fracturing which could dewater streams and the alluvial aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854125","usgsCitation":"Brooks, T., 1985, Hydrology of coal-lease areas near Durango, Colorado: U.S. Geological Survey Water-Resources Investigations Report 85-4125, v, 46 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854125.","productDescription":"v, 46 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123333,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4125/report-thumb.jpg"},{"id":55153,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667028","contributors":{"authors":[{"text":"Brooks, Tom","contributorId":76356,"corporation":false,"usgs":true,"family":"Brooks","given":"Tom","email":"","affiliations":[],"preferred":false,"id":196248,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":15266,"text":"ofr85696 - 1985 - Selected hydrologic data from the northern part of the Hueco Bolson, New Mexico and Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:07:00","indexId":"ofr85696","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-696","title":"Selected hydrologic data from the northern part of the Hueco Bolson, New Mexico and Texas","docAbstract":"Hydrologic data were collected in early 1985 from the northern part of the Hueco Bolson in Dona Ana County, New Mexico, and El Paso County, Texas, and in adjacent areas in the Tularosa Basin in New Mexico. Water-level measurements made in 50 wells are presented in this report. Information is also presented on groundwater withdrawals from the Hueco Bolson by El Paso and Ciudad Juarez municipal wells, by industrial and military wells, and by wells in the Chaparral, New Mexico, area that have been used for both irrigation and municipal purposes. Lithologic logs and geophysical logs are included for four test wells that were drilled as part of this project during August and September 1985. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/ofr85696","usgsCitation":"Orr, B.R., and White, R., 1985, Selected hydrologic data from the northern part of the Hueco Bolson, New Mexico and Texas: U.S. Geological Survey Open-File Report 85-696, v, 88 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85696.","productDescription":"v, 88 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148011,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0696/report-thumb.jpg"},{"id":44202,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0696/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f8a2e","contributors":{"authors":[{"text":"Orr, B. R.","contributorId":46545,"corporation":false,"usgs":true,"family":"Orr","given":"B.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":170851,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, R.R.","contributorId":52568,"corporation":false,"usgs":true,"family":"White","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":170852,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":46805,"text":"ofr85348 - 1985 - Drainage areas in the Big Sioux River basin in eastern South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:10:48","indexId":"ofr85348","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-348","title":"Drainage areas in the Big Sioux River basin in eastern South Dakota","docAbstract":"The Big Sioux River basin of eastern South Dakota contains an important surface water supply and a sizeable aquifer system of major importance to the economy of South Dakota. The aquifers are complex, consisting of many small aquifers that are hydrologically associated with several large aquifers and the Big Sioux River. The complexity and interrelation of the surface water/groundwater systems has already created management problems. As development continues and increases, the problems will increase in number and complexity. To aid in planning for future development, an accurate determination of drainage areas for all basins, sub-basins, and noncontributing areas in the Big Sioux River basin is needed. All named stream basins, and all unnamed basins > 10 sq mi within the Big Sioux River basin in South Dakota are shown and are listed by stream name. Stream drainage basins in South Dakota were delineated by visual interpretation of contour information shown on U.S. Geological Survey 77-1/2 minute topographic maps. One table lists the drainage areas of major drainage basins in the Big Sioux River basin that do not have a total drainage area value > 10 sq mi. Another shows the drainage area above stream gaging stations in the Big Sioux River basin. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/ofr85348","usgsCitation":"Amundson, F.D., and Koch, N.C., 1985, Drainage areas in the Big Sioux River basin in eastern South Dakota: U.S. Geological Survey Open-File Report 85-348, 1 map ;95 x 33 cm., on sheet 114 x 61 cm., folded in envelope 30 x 23 cm., https://doi.org/10.3133/ofr85348.","productDescription":"1 map ;95 x 33 cm., on sheet 114 x 61 cm., folded in envelope 30 x 23 cm.","costCenters":[],"links":[{"id":171843,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83713,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0348/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635f8a","contributors":{"authors":[{"text":"Amundson, Frank D.","contributorId":18829,"corporation":false,"usgs":true,"family":"Amundson","given":"Frank","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":234094,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Koch, Neil C.","contributorId":64656,"corporation":false,"usgs":true,"family":"Koch","given":"Neil","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":234095,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":13219,"text":"ofr85645 - 1985 - Annual water-resources review, White Sands Missile Range, New Mexico, 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr85645","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-645","title":"Annual water-resources review, White Sands Missile Range, New Mexico, 1984","docAbstract":"Hydrologic data were collected at White Sands Missile Range in 1984. The total groundwater withdrawal in 1984 was 685,275,000 gallons. The Post Headquarters well field produced 650,821,000 gallons in 1984. Six new wells were drilled at White Sands Missile Range in 1984. Nineteen water samples were collected for major chemical-constituent, trace-element, or radiochemical analysis in 1984. Depth-to-water measurements in the Post Headquarters supply wells showed seasonal fluctuations as well as continued long-term declines. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85645","usgsCitation":"Cruz, R.R., 1985, Annual water-resources review, White Sands Missile Range, New Mexico, 1984: U.S. Geological Survey Open-File Report 85-645, iv, 25 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr85645.","productDescription":"iv, 25 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":146112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0645/report-thumb.jpg"},{"id":41600,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0645/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b743","contributors":{"authors":[{"text":"Cruz, R. R.","contributorId":97496,"corporation":false,"usgs":true,"family":"Cruz","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":167424,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26914,"text":"wri854205 - 1985 - Effects of surface coal mining and reclamation on ground water in small watersheds in the Allegheny Plateau, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri854205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4205","title":"Effects of surface coal mining and reclamation on ground water in small watersheds in the Allegheny Plateau, Ohio","docAbstract":"The hydrologic effects of surface coal mining in unlimited areas is difficult to predict, partly because of a lack of adequate data collected before and after mining and reclamation. In order to help provide data to assess the effects of surface mining on the hydrology of small basins in the coal fields of the eastern United States, the U.S. Bureau of Mines sponsored a comprehensive hydrologic study at three sites in the Ohio part of the Eastern Coal Province. These sites are within the unqlaciated part of the Allegheny Plateau, and are representative of similar coal-producing areas in Kentucky, West Virginia, and Pennsylvania. The U.S. Geological Survey was responsible for the ground-water phase of the study.\r\n\r\nThe aquifer system at each watershed consisted of two localized perched aquifers (top and middle) above a deeper, more regional aquifer. The premining top aquifer was destroyed by mining in each case, and was replaced by spoils during reclamation.\r\n\r\nThe spoils formed new top aquifers that were slowly becoming resaturated at the end of the study period. Water levels in the aquifers were about the same after reclamation as before mining, although levels rose in a few places. It appears that the underclay at the base of the new top aquifers at all three sites prevents significant downward leakage from the top aquifers to lower except in places where the layer may have been damaged during mining.\r\n\r\nWater in the top aquifers is a calcium sulfate type, whereas calcium bicarbonate type water predominated before mining. The median specific conductance of water in the new top aquifers was about 5 times greater than that of the original top aquifers in two of the watersheds, and 1 1/2 times the level of the original top aquifers in the third. Concentrations of dissolved sulfate, iron, and manganese in the top aquifers before mining generally did not exceed U.S. and Ohio Environmental Protection Agency drinking-water limits, but generally exceeded these limits after reclamation. Water-quality changes in the middle aquifers were minor by comparison. Water levels and water quality in the deeper, regional aquifers were unaffected by mining.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854205","usgsCitation":"Eberle, M., and Razem, A., 1985, Effects of surface coal mining and reclamation on ground water in small watersheds in the Allegheny Plateau, Ohio: U.S. Geological Survey Water-Resources Investigations Report 85-4205, iv, 13 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854205.","productDescription":"iv, 13 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123445,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4205/report-thumb.jpg"},{"id":55796,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4205/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c90a","contributors":{"authors":[{"text":"Eberle, Michael","contributorId":39770,"corporation":false,"usgs":true,"family":"Eberle","given":"Michael","email":"","affiliations":[],"preferred":false,"id":197237,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":197236,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26992,"text":"wri854066 - 1985 - Identification and characterization of hydrologic properties of fractured tuff using hydraulic and tracer tests — Test well USW H-4, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2022-01-20T20:17:47.456542","indexId":"wri854066","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4066","title":"Identification and characterization of hydrologic properties of fractured tuff using hydraulic and tracer tests — Test well USW H-4, Yucca Mountain, Nye County, Nevada","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854066","usgsCitation":"Erickson, J., and Waddell, R.K., 1985, Identification and characterization of hydrologic properties of fractured tuff using hydraulic and tracer tests — Test well USW H-4, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 85-4066, Report: iv, 30 p.; 1 Plate: 20.14 × 26.46 inches, https://doi.org/10.3133/wri854066.","productDescription":"Report: iv, 30 p.; 1 Plate: 20.14 × 26.46 inches","costCenters":[],"links":[{"id":394611,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36246.htm"},{"id":55878,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4066/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4066/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121854,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4066/report-thumb.jpg"}],"country":"United States","state":"Nevada","county":"Nye County","otherGeospatial":"test well USW H-4, Yucca Mountain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.467,\n 36.833\n ],\n [\n -116.443,\n 36.833\n ],\n [\n -116.443,\n 36.85\n ],\n [\n -116.467,\n 36.85\n ],\n [\n -116.467,\n 36.833\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faafb","contributors":{"authors":[{"text":"Erickson, J.R.","contributorId":66689,"corporation":false,"usgs":true,"family":"Erickson","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":197371,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddell, R. K.","contributorId":25560,"corporation":false,"usgs":true,"family":"Waddell","given":"R.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197370,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}