{"pageNumber":"2039","pageRowStart":"50950","pageSize":"25","recordCount":68919,"records":[{"id":27434,"text":"wri844059 - 1984 - Computer model of one-dimensional equilibrium controlled sorption processes","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri844059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4059","title":"Computer model of one-dimensional equilibrium controlled sorption processes","docAbstract":"A numerical solution to the one-dimensional solute-transport equation with equilibrium-controlled sorption and a first-order irreversible-rate reaction is presented. The computer code is written in FORTRAN language, with a variety of options for input and output for user ease. Sorption reactions include Langmuir, Freundlich, and ion-exchange, with or without equal valance. General equations describing transport and reaction processes are solved by finite-difference methods, with nonlinearities accounted for by iteration. Complete documentation of the code, with examples, is included. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nFor sale by U.S. Geological Survey, Western Distribution Branch, Open-file Services Section,","doi":"10.3133/wri844059","usgsCitation":"Grove, D., and Stollenwerk, K., 1984, Computer model of one-dimensional equilibrium controlled sorption processes: U.S. Geological Survey Water-Resources Investigations Report 84-4059, 58 p. :ill. ;28 cm., https://doi.org/10.3133/wri844059.","productDescription":"58 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":126422,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4059/report-thumb.jpg"},{"id":56297,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4059/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7c51","contributors":{"authors":[{"text":"Grove, D.B.","contributorId":56689,"corporation":false,"usgs":true,"family":"Grove","given":"D.B.","email":"","affiliations":[],"preferred":false,"id":198113,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stollenwerk, K.G.","contributorId":71199,"corporation":false,"usgs":true,"family":"Stollenwerk","given":"K.G.","affiliations":[],"preferred":false,"id":198114,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26710,"text":"wri834288 - 1984 - Estimates of dissolved and suspended substance yield of stream basins in Michigan","interactions":[],"lastModifiedDate":"2023-01-10T20:15:47.117207","indexId":"wri834288","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4288","title":"Estimates of dissolved and suspended substance yield of stream basins in Michigan","docAbstract":"<p>Water-quality data collected at 20 stations in Michigan were used to develop regression equations relating loads of dissolved and suspended substances to discharge. These equations and mean daily discharge were used to estimate long-term loads, which then were converted to estimates of drainage basin yields. These yields were compared to measured yields and to previous estimates. </p><p>Equations were developed for each station that express the relation between load and discharge (L = aQ<sup>b</sup>) for 19 substances and properties. Fifty percent of the equations had standard errors of 22 percent or less; 90 percent of the equations had standard errors of 80 percent or less. Regression exponents indicate that the load increases as discharge increases in all cases, but for about two-thirds of the substances or properties, the increase is less rapid than that of discharge. Seventy-eight percent of the nitrogen, phosphorus, and sediment loads, taken as a group, increase more rapidly than discharge. Concentrations of about 63 percent of the substances or properties decrease as discharge increases, however. </p><p>Although comparative data for most drainage basins are scant, yields estimated by use of regression equations did not differ appreciably from measured values at locations where comparison was possible.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri834288","usgsCitation":"Cummings, T., 1984, Estimates of dissolved and suspended substance yield of stream basins in Michigan: U.S. Geological Survey Water-Resources Investigations Report 83-4288, v, 57 p., https://doi.org/10.3133/wri834288.","productDescription":"v, 57 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":411660,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35908.htm","linkFileType":{"id":5,"text":"html"}},{"id":118682,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4288/report-thumb.jpg"},{"id":55580,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4288/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Michigan","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-85.825955,45.404296],[-85.833516,45.378175],[-85.88301,45.443479],[-85.834891,45.428356],[-85.825955,45.404296]]],[[[-86.093536,45.007838],[-86.133655,44.996874],[-86.154824,45.002394],[-86.156689,45.010535],[-86.141644,45.040251],[-86.117908,45.048478],[-86.079103,45.030795],[-86.100315,45.02624],[-86.093536,45.007838]]],[[[-86.033174,45.15842],[-85.993194,45.152805],[-85.976803,45.138363],[-85.984095,45.087073],[-85.976883,45.06266],[-85.99736,45.055929],[-86.058653,45.100776],[-86.065016,45.140266],[-86.050473,45.158418],[-86.033174,45.15842]]],[[[-88.684434,48.115785],[-88.656915,48.139225],[-88.547033,48.174891],[-88.524753,48.165291],[-88.501088,48.168181],[-88.482039,48.179915],[-88.422601,48.190975],[-88.418244,48.18037],[-88.419875,48.170731],[-88.459697,48.158551],[-88.566938,48.093719],[-88.578053,48.084373],[-88.579784,48.058669],[-88.670073,48.011446],[-88.899184,47.9533],[-88.962664,47.923512],[-88.968903,47.901675],[-88.942387,47.895436],[-88.899698,47.902445],[-88.911665,47.891344],[-89.157738,47.824015],[-89.19017,47.831603],[-89.201812,47.850243],[-89.234533,47.851718],[-89.228507,47.858039],[-89.255202,47.876102],[-89.179154,47.93503],[-88.940886,48.01959],[-88.915032,48.020681],[-88.835714,48.056752],[-88.787556,48.063035],[-88.764256,48.085189],[-88.684434,48.115785]]],[[[-84.612845,45.834528],[-84.650783,45.85921],[-84.646876,45.884642],[-84.622515,45.87753],[-84.578328,45.820092],[-84.432472,45.786732],[-84.421267,45.792694],[-84.42159,45.805651],[-84.403208,45.784394],[-84.35602,45.771895],[-84.372248,45.745784],[-84.405852,45.722417],[-84.484128,45.73071],[-84.612845,45.834528]]],[[[-85.524448,45.829794],[-85.450206,45.796677],[-85.450206,45.776452],[-85.462581,45.765864],[-85.507263,45.778237],[-85.532009,45.798172],[-85.524448,45.829794]]],[[[-85.696872,45.69725],[-85.701809,45.736129],[-85.688849,45.747238],[-85.651866,45.743139],[-85.649353,45.722552],[-85.672187,45.696633],[-85.696872,45.69725]]],[[[-85.360952,45.817554],[-85.351434,45.795663],[-85.359048,45.776627],[-85.377132,45.769013],[-85.394264,45.778531],[-85.377132,45.812795],[-85.360952,45.817554]]],[[[-85.566441,45.760222],[-85.53562,45.750394],[-85.506133,45.754715],[-85.497656,45.746246],[-85.515145,45.749451],[-85.520803,45.737247],[-85.498777,45.726291],[-85.494016,45.698476],[-85.506104,45.681148],[-85.490252,45.652122],[-85.487026,45.621211],[-85.534064,45.578198],[-85.561634,45.572213],[-85.618049,45.582647],[-85.630016,45.598166],[-85.604521,45.639256],[-85.604881,45.681932],[-85.572309,45.711449],[-85.566441,45.760222]]],[[[-86.626187,45.573581],[-86.622023,45.55633],[-86.636895,45.542053],[-86.648792,45.543243],[-86.661284,45.574176],[-86.712328,45.610939],[-86.67727,45.613689],[-86.626187,45.573581]]],[[[-83.880387,41.720089],[-84.806082,41.696089],[-84.805883,41.760216],[-86.823628,41.76024],[-86.717037,41.819349],[-86.619442,41.893827],[-86.582197,41.942241],[-86.485223,42.118239],[-86.356218,42.254166],[-86.297168,42.358207],[-86.261573,42.443894],[-86.226037,42.592811],[-86.22905,42.637693],[-86.206834,42.719424],[-86.210737,42.859128],[-86.232707,43.015762],[-86.280756,43.136015],[-86.407832,43.338436],[-86.479276,43.515335],[-86.529507,43.593462],[-86.540916,43.633158],[-86.529686,43.676849],[-86.463436,43.744687],[-86.43114,43.815569],[-86.462756,43.969655],[-86.508827,44.032755],[-86.514704,44.057672],[-86.421576,44.128962],[-86.362847,44.208113],[-86.343793,44.249608],[-86.26871,44.345324],[-86.248083,44.420946],[-86.248914,44.483004],[-86.220697,44.566742],[-86.22545,44.59459],[-86.259029,44.663654],[-86.256796,44.686769],[-86.232482,44.70605],[-86.09074,44.740544],[-86.074658,44.766792],[-86.065966,44.821522],[-86.072468,44.884788],[-86.066745,44.905685],[-86.038332,44.915696],[-86.021513,44.902774],[-85.992535,44.900026],[-85.9316,44.968788],[-85.897626,44.962014],[-85.869852,44.939031],[-85.807403,44.949814],[-85.780439,44.977932],[-85.771395,45.015181],[-85.746444,45.051229],[-85.695715,45.076461],[-85.656024,45.145788],[-85.618639,45.186771],[-85.606963,45.178477],[-85.585986,45.180381],[-85.551072,45.210742],[-85.540497,45.210169],[-85.526734,45.189316],[-85.531461,45.177247],[-85.564897,45.153962],[-85.599801,45.149286],[-85.614319,45.127562],[-85.583198,45.071304],[-85.566066,45.059201],[-85.56613,45.043633],[-85.597181,45.040547],[-85.599652,45.021749],[-85.621878,45.004529],[-85.602356,44.974272],[-85.602034,44.926743],[-85.621403,44.923123],[-85.645456,44.883645],[-85.652355,44.849092],[-85.637,44.790078],[-85.640781,44.775561],[-85.627982,44.767508],[-85.593833,44.768651],[-85.581717,44.807784],[-85.532931,44.87319],[-85.530729,44.889182],[-85.559524,44.888113],[-85.564509,44.895246],[-85.533553,44.925762],[-85.520034,44.973996],[-85.475204,44.991053],[-85.464944,44.961062],[-85.48574,44.953626],[-85.500872,44.85883],[-85.555894,44.818256],[-85.57517,44.762766],[-85.554774,44.748917],[-85.527216,44.748235],[-85.504775,44.768082],[-85.509251,44.787334],[-85.499591,44.803838],[-85.462943,44.825044],[-85.3958,44.931018],[-85.378286,44.998587],[-85.380659,45.046319],[-85.366412,45.069023],[-85.366908,45.116938],[-85.386726,45.189497],[-85.388593,45.23524],[-85.371593,45.270834],[-85.307646,45.31314],[-85.262996,45.319507],[-85.196704,45.360641],[-85.143651,45.370369],[-85.032813,45.361251],[-84.91585,45.393115],[-84.912956,45.409776],[-84.922006,45.421914],[-84.990041,45.427618],[-84.978373,45.420171],[-85.040272,45.436509],[-85.087756,45.476335],[-85.115479,45.539406],[-85.119026,45.573002],[-85.07491,45.629242],[-85.007026,45.65636],[-84.942636,45.714292],[-84.951745,45.737326],[-85.011433,45.757962],[-85.00741,45.763168],[-84.805114,45.746378],[-84.781995,45.760345],[-84.7798,45.76965],[-84.79229,45.778464],[-84.780313,45.787224],[-84.734065,45.788205],[-84.715996,45.766174],[-84.573631,45.710381],[-84.46168,45.652404],[-84.442348,45.654771],[-84.427495,45.669201],[-84.376403,45.655565],[-84.329537,45.66438],[-84.215268,45.634767],[-84.128867,45.562284],[-84.122309,45.523788],[-84.095905,45.497298],[-84.056138,45.489349],[-84.028813,45.497225],[-83.939261,45.493189],[-83.909472,45.485784],[-83.806622,45.419159],[-83.721815,45.413304],[-83.599273,45.352561],[-83.570361,45.347198],[-83.538306,45.358167],[-83.514717,45.34646],[-83.488826,45.355872],[-83.422486,45.290989],[-83.381743,45.268983],[-83.41241,45.238905],[-83.363678,45.166469],[-83.316118,45.141958],[-83.30788,45.099093],[-83.265896,45.026844],[-83.340257,45.041545],[-83.36747,45.062268],[-83.399255,45.070364],[-83.433798,45.057616],[-83.453363,45.035331],[-83.446342,45.016655],[-83.431254,45.007998],[-83.450013,44.990219],[-83.433032,44.93289],[-83.404596,44.918761],[-83.39396,44.903056],[-83.320503,44.880571],[-83.321241,44.852962],[-83.300648,44.829831],[-83.296265,44.743502],[-83.274674,44.70477],[-83.287802,44.657703],[-83.31445,44.608926],[-83.308471,44.539902],[-83.326824,44.444411],[-83.321553,44.409119],[-83.333757,44.372486],[-83.332533,44.340464],[-83.343738,44.329763],[-83.373607,44.327784],[-83.414301,44.294543],[-83.425762,44.272487],[-83.442731,44.265361],[-83.460958,44.278176],[-83.500392,44.27661],[-83.53771,44.248171],[-83.567744,44.155899],[-83.573071,44.101298],[-83.591361,44.079237],[-83.58409,44.056748],[-83.650116,44.052404],[-83.679654,44.036365],[-83.687892,44.020709],[-83.680108,43.994196],[-83.76283,43.985361],[-83.82808,43.989003],[-83.877047,43.959351],[-83.890912,43.923314],[-83.907388,43.918062],[-83.916815,43.89905],[-83.929375,43.777091],[-83.945426,43.759946],[-83.954792,43.760932],[-83.939297,43.715369],[-83.909479,43.672622],[-83.852076,43.644922],[-83.770693,43.628691],[-83.769886,43.634924],[-83.725793,43.618691],[-83.703446,43.597646],[-83.669795,43.59079],[-83.553707,43.685432],[-83.540187,43.708746],[-83.515853,43.718157],[-83.506657,43.710907],[-83.48007,43.714636],[-83.470053,43.723418],[-83.440171,43.761694],[-83.446752,43.77186],[-83.438311,43.786846],[-83.411453,43.805033],[-83.407647,43.831998],[-83.33227,43.880522],[-83.331788,43.893901],[-83.347365,43.91216],[-83.30569,43.922489],[-83.28231,43.938031],[-83.26185,43.969021],[-83.227093,43.981003],[-83.058741,44.006224],[-83.024604,44.045174],[-82.990728,44.048846],[-82.967439,44.066138],[-82.915976,44.070503],[-82.889831,44.050952],[-82.793205,44.023247],[-82.783198,44.009366],[-82.746255,43.996037],[-82.678642,43.88373],[-82.65545,43.867883],[-82.643166,43.852468],[-82.647784,43.842684],[-82.633641,43.831224],[-82.612224,43.739771],[-82.597911,43.590016],[-82.539517,43.437539],[-82.523086,43.225361],[-82.486684,43.104688],[-82.415937,43.005555],[-82.42455,42.993393],[-82.412965,42.977041],[-82.455027,42.926866],[-82.469912,42.887459],[-82.468961,42.852314],[-82.482045,42.808629],[-82.467483,42.76191],[-82.510533,42.665172],[-82.518782,42.613888],[-82.589779,42.550678],[-82.640916,42.554973],[-82.686417,42.518597],[-82.664335,42.546244],[-82.680758,42.557909],[-82.688061,42.588417],[-82.701152,42.585991],[-82.713042,42.597904],[-82.683482,42.609433],[-82.690124,42.625033],[-82.669103,42.637225],[-82.645715,42.631145],[-82.630922,42.64211],[-82.623043,42.655951],[-82.630851,42.673341],[-82.700964,42.689548],[-82.813518,42.640833],[-82.819017,42.616333],[-82.789017,42.603434],[-82.782414,42.564834],[-82.834216,42.567849],[-82.874416,42.523535],[-82.883915,42.471836],[-82.870572,42.451235],[-82.894013,42.389437],[-82.915114,42.378137],[-82.928815,42.359437],[-82.92397,42.352068],[-83.064121,42.317738],[-83.096521,42.290138],[-83.128022,42.238839],[-83.133923,42.17474],[-83.121323,42.125742],[-83.133511,42.088143],[-83.157624,42.085542],[-83.188598,42.066431],[-83.181475,42.019301],[-83.187246,42.007573],[-83.208647,42.00504],[-83.216835,41.98862],[-83.248741,41.972735],[-83.269521,41.939042],[-83.292761,41.944616],[-83.315859,41.935893],[-83.341557,41.879956],[-83.366187,41.865505],[-83.379705,41.871729],[-83.40822,41.832654],[-83.436298,41.816471],[-83.443364,41.789118],[-83.42418,41.741042],[-83.503433,41.731547],[-83.880387,41.720089]]],[[[-88.116846,45.921703],[-88.189789,45.952208],[-88.209585,45.94428],[-88.239672,45.948982],[-88.249117,45.963663],[-88.292381,45.951115],[-88.316894,45.960969],[-88.326003,45.9553],[-88.334628,45.968808],[-88.380183,45.991654],[-88.414849,45.975483],[-88.458658,45.999391],[-88.492495,45.992157],[-88.509516,46.019169],[-88.565485,46.015708],[-88.589,46.005077],[-88.598093,46.017623],[-88.613063,45.990627],[-88.663697,45.989084],[-88.674606,46.010567],[-88.698716,46.017903],[-88.718397,46.013284],[-88.730675,46.026535],[-88.776187,46.015931],[-88.784411,46.032709],[-88.811948,46.021609],[-88.837991,46.030176],[-89.09163,46.138505],[-90.120489,46.336852],[-90.116844,46.355153],[-90.157851,46.409291],[-90.163422,46.434605],[-90.220532,46.503403],[-90.263018,46.502777],[-90.277131,46.524487],[-90.312581,46.517113],[-90.310329,46.536852],[-90.331887,46.553278],[-90.344338,46.552087],[-90.349462,46.53808],[-90.39332,46.532615],[-90.41562,46.563169],[-90.327626,46.607744],[-90.306609,46.602741],[-90.164026,46.645515],[-90.028392,46.67439],[-89.918466,46.740324],[-89.846962,46.796556],[-89.790663,46.818469],[-89.678469,46.832923],[-89.619329,46.81889],[-89.516895,46.841025],[-89.415154,46.843983],[-89.228362,46.912751],[-89.128698,46.992599],[-89.086742,46.985298],[-89.02893,47.00114],[-88.998907,46.99531],[-88.972802,47.002096],[-88.925586,47.040923],[-88.890708,47.099024],[-88.848176,47.115065],[-88.816684,47.139938],[-88.764351,47.155762],[-88.676624,47.216918],[-88.573997,47.245989],[-88.498756,47.295256],[-88.418841,47.371058],[-88.285635,47.422146],[-88.23944,47.429923],[-88.217822,47.448738],[-88.040291,47.475999],[-87.801184,47.473301],[-87.715942,47.439816],[-87.710471,47.4062],[-87.75138,47.405066],[-87.815371,47.38479],[-87.8567,47.395387],[-87.957058,47.38726],[-87.965598,47.368645],[-87.938787,47.346777],[-87.94336,47.335899],[-88.06009,47.295796],[-88.163059,47.216278],[-88.227552,47.199938],[-88.242109,47.172184],[-88.239487,47.151176],[-88.231797,47.149609],[-88.239895,47.139436],[-88.262537,47.145087],[-88.281652,47.138239],[-88.297547,47.098639],[-88.346501,47.079407],[-88.367624,47.019213],[-88.410157,46.978782],[-88.443901,46.972251],[-88.474217,46.889034],[-88.483748,46.831727],[-88.462349,46.786711],[-88.438427,46.786714],[-88.38141,46.838466],[-88.375577,46.857313],[-88.352145,46.857009],[-88.244437,46.929612],[-88.145561,46.966409],[-88.132957,46.962237],[-88.185964,46.920025],[-88.175197,46.90458],[-88.083937,46.920112],[-88.004298,46.906982],[-87.900695,46.909682],[-87.847037,46.884163],[-87.816794,46.891154],[-87.783216,46.879927],[-87.766243,46.861446],[-87.741857,46.865274],[-87.72588,46.827426],[-87.69459,46.827182],[-87.681561,46.842392],[-87.662261,46.815157],[-87.6333,46.812107],[-87.595307,46.78295],[-87.581674,46.729399],[-87.523308,46.688488],[-87.503238,46.647796],[-87.469023,46.635918],[-87.464108,46.614811],[-87.442612,46.602776],[-87.383961,46.59307],[-87.381649,46.580059],[-87.392974,46.572523],[-87.375613,46.54714],[-87.393985,46.533183],[-87.352448,46.501324],[-87.259116,46.488283],[-87.12744,46.494014],[-87.008724,46.532723],[-86.964534,46.516549],[-86.947077,46.472064],[-86.903742,46.466138],[-86.889094,46.458499],[-86.883919,46.441514],[-86.850111,46.434114],[-86.816026,46.437892],[-86.803557,46.466669],[-86.768516,46.479072],[-86.735929,46.475231],[-86.70323,46.439378],[-86.686412,46.454965],[-86.683819,46.498079],[-86.701929,46.511571],[-86.709325,46.543914],[-86.678182,46.561039],[-86.656479,46.558453],[-86.62738,46.53371],[-86.646393,46.485776],[-86.627441,46.47754],[-86.612173,46.493295],[-86.609039,46.470239],[-86.586168,46.463324],[-86.469306,46.551422],[-86.437167,46.54896],[-86.34989,46.578035],[-86.161681,46.669475],[-86.138295,46.672935],[-86.119862,46.657256],[-86.099843,46.654615],[-85.877908,46.690914],[-85.751345,46.67743],[-85.50951,46.675786],[-85.257999,46.753078],[-85.173042,46.763634],[-85.063556,46.757856],[-84.954009,46.771362],[-85.007616,46.728339],[-85.027513,46.697451],[-85.037056,46.600995],[-85.025491,46.546397],[-85.056133,46.52652],[-85.049847,46.503963],[-85.025598,46.483028],[-84.969464,46.47629],[-84.937145,46.489252],[-84.921931,46.469962],[-84.861448,46.46993],[-84.829491,46.444071],[-84.769151,46.453523],[-84.678423,46.487694],[-84.63102,46.484868],[-84.573522,46.427895],[-84.551496,46.418522],[-84.503719,46.43919],[-84.471848,46.434289],[-84.455527,46.453897],[-84.463322,46.467435],[-84.445149,46.489016],[-84.420274,46.501077],[-84.343599,46.507713],[-84.275814,46.492821],[-84.254434,46.500821],[-84.226131,46.53392],[-84.193729,46.53992],[-84.177428,46.52692],[-84.128925,46.530119],[-84.111225,46.504119],[-84.146172,46.41852],[-84.138906,46.372221],[-84.106247,46.321963],[-84.119629,46.315013],[-84.115563,46.268225],[-84.097766,46.256512],[-84.118175,46.233968],[-84.14595,46.224995],[-84.182732,46.23545],[-84.219494,46.231992],[-84.249164,46.206461],[-84.247687,46.17989],[-84.221001,46.163062],[-84.196669,46.16615],[-84.177298,46.183993],[-84.125022,46.180209],[-84.100126,46.15077],[-84.026536,46.131648],[-84.061329,46.113482],[-84.072398,46.09669],[-84.066257,46.087438],[-83.989526,46.032823],[-83.943933,46.031465],[-83.900535,45.998918],[-83.873147,45.993426],[-83.845399,46.025679],[-83.830146,46.022324],[-83.818202,46.002425],[-83.794055,45.995801],[-83.765277,46.018363],[-83.773785,46.051471],[-83.796555,46.056688],[-83.81252,46.073469],[-83.824036,46.103638],[-83.815826,46.108529],[-83.771821,46.090999],[-83.728165,46.090957],[-83.703861,46.103366],[-83.63498,46.103953],[-83.581315,46.089613],[-83.547202,46.047868],[-83.532913,46.011328],[-83.473946,45.988558],[-83.510623,45.929324],[-83.561838,45.912562],[-83.65766,45.945463],[-83.687695,45.935389],[-83.78611,45.933375],[-83.803332,45.943362],[-83.835505,45.941843],[-83.840869,45.952726],[-83.879616,45.966196],[-83.921257,45.958075],[-83.985141,45.967133],[-84.017565,45.959046],[-84.090391,45.967256],[-84.111174,45.978675],[-84.169368,45.966919],[-84.238174,45.967595],[-84.253993,45.956727],[-84.330346,45.956043],[-84.376429,45.931962],[-84.428239,45.958144],[-84.443086,45.977825],[-84.459956,45.970343],[-84.488536,45.98882],[-84.507201,45.991169],[-84.514071,45.971292],[-84.532392,45.969448],[-84.540995,46.019501],[-84.563891,46.032459],[-84.609063,46.026418],[-84.656567,46.052654],[-84.692735,46.027019],[-84.685254,45.973454],[-84.723039,45.967279],[-84.738849,45.945792],[-84.713614,45.920366],[-84.734002,45.907026],[-84.721277,45.873911],[-84.702122,45.853935],[-84.720609,45.848116],[-84.725734,45.837045],[-84.746985,45.835597],[-84.828996,45.871209],[-84.842147,45.898005],[-84.917288,45.930576],[-84.971232,45.984208],[-85.020951,46.012845],[-85.14516,46.050035],[-85.197523,46.044878],[-85.222416,46.060629],[-85.266385,46.065779],[-85.335466,46.092459],[-85.381263,46.082086],[-85.409463,46.100585],[-85.426916,46.101964],[-85.445835,46.086426],[-85.499422,46.09692],[-85.539479,46.080416],[-85.603785,46.030363],[-85.663966,45.967013],[-85.697203,45.960158],[-85.8092,45.979931],[-85.842404,45.965247],[-85.893196,45.967253],[-85.922737,45.948287],[-85.926017,45.932104],[-85.910264,45.922112],[-85.920581,45.920994],[-85.998868,45.950968],[-86.094753,45.966704],[-86.159415,45.953765],[-86.208255,45.962978],[-86.22906,45.94857],[-86.278007,45.942057],[-86.324232,45.90608],[-86.332625,45.851813],[-86.349134,45.83416],[-86.351658,45.798132],[-86.369918,45.789254],[-86.415971,45.793793],[-86.439661,45.760669],[-86.47905,45.757416],[-86.486028,45.746608],[-86.51457,45.752337],[-86.53328,45.710849],[-86.580936,45.71192],[-86.587528,45.666456],[-86.625132,45.663819],[-86.616893,45.606796],[-86.687208,45.634253],[-86.695275,45.648175],[-86.708038,45.649202],[-86.718191,45.67732],[-86.705184,45.690901],[-86.689102,45.687862],[-86.665677,45.702217],[-86.67148,45.72053],[-86.633138,45.747654],[-86.631018,45.782019],[-86.583391,45.778242],[-86.576858,45.801473],[-86.557215,45.808172],[-86.555186,45.831696],[-86.529208,45.853043],[-86.529573,45.874974],[-86.541464,45.890234],[-86.583304,45.898784],[-86.603293,45.876626],[-86.625736,45.868295],[-86.632478,45.843309],[-86.645998,45.833888],[-86.721113,45.845431],[-86.749638,45.867796],[-86.78208,45.860195],[-86.773279,45.811385],[-86.821523,45.770356],[-86.838658,45.741831],[-86.838746,45.722307],[-86.944158,45.695833],[-86.964275,45.672761],[-86.984588,45.705812],[-86.975224,45.75313],[-86.988438,45.810621],[-87.00508,45.831718],[-87.031435,45.837238],[-87.057439,45.812483],[-87.064302,45.758828],[-87.05555,45.751535],[-87.057444,45.736822],[-87.070442,45.718779],[-87.059953,45.708893],[-87.093365,45.701473],[-87.172241,45.661788],[-87.196852,45.636275],[-87.333407,45.446056],[-87.327749,45.425307],[-87.3925,45.369028],[-87.431684,45.316383],[-87.438908,45.293405],[-87.600796,45.146842],[-87.612019,45.123377],[-87.601086,45.104092],[-87.581969,45.097206],[-87.590208,45.095264],[-87.657135,45.107568],[-87.683902,45.144135],[-87.735135,45.171538],[-87.741805,45.197051],[-87.72796,45.207956],[-87.698248,45.281512],[-87.648126,45.339396],[-87.656624,45.367295],[-87.690281,45.389822],[-87.754104,45.349442],[-87.823028,45.35265],[-87.848368,45.340676],[-87.871204,45.360056],[-87.886949,45.35311],[-87.850969,45.401925],[-87.860432,45.423504],[-87.855298,45.441379],[-87.812976,45.464159],[-87.793447,45.498372],[-87.803364,45.537016],[-87.832296,45.558767],[-87.831689,45.568035],[-87.790874,45.564096],[-87.777671,45.609204],[-87.824676,45.653211],[-87.780808,45.680349],[-87.809075,45.699717],[-87.810144,45.71023],[-87.85548,45.726943],[-87.875813,45.753888],[-87.963452,45.75822],[-87.986429,45.769596],[-87.982617,45.782944],[-87.995876,45.795435],[-88.072091,45.780261],[-88.129461,45.809288],[-88.13611,45.819029],[-88.073134,45.871952],[-88.101814,45.883504],[-88.105677,45.904387],[-88.095354,45.913895],[-88.116846,45.921703]]]]},\"properties\":{\"name\":\"Michigan\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcb1a","contributors":{"authors":[{"text":"Cummings, T. R.","contributorId":104082,"corporation":false,"usgs":true,"family":"Cummings","given":"T. R.","affiliations":[],"preferred":false,"id":196863,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26419,"text":"wri844010 - 1984 - Simulated effects of an artificial-recharge experiment near Proctor, Logan County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4010","title":"Simulated effects of an artificial-recharge experiment near Proctor, Logan County, Colorado","docAbstract":"An artificial-recharge experiment was conducted near Proctor, Colorado in which a computed 620 acre-feet were pumped from a well during a 4-month period. A computed 420 acre-feet were delivered at the potential reservoir site, and the remaining 200 acre-feet leaked from the pipeline. No pond was created due to the high rates of infiltration. Water levels in the nearest well (about 0.1 mile from the recharge site) rose almost 25 feet. Computer simulations indicate that this 4-month pumping-recharge experiment would cause stream depletions from the nearby South Platte River for the first 16 months, thereafter, stream accretions due to the recharge would exceed stream depletions due to pumpage. If the experiment was conducted annually, the simulations indicate that stream depletions would occur for 6 months of each year and stream acretions for the remaining 6 months once the system reached an equilibrium condition. To reach the cyclic equilibrium condition would take at least 7 years. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844010","usgsCitation":"Burns, A., 1984, Simulated effects of an artificial-recharge experiment near Proctor, Logan County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4010, iv, 17 p. :ill. ;28 cm., https://doi.org/10.3133/wri844010.","productDescription":"iv, 17 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158442,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4010/report-thumb.jpg"},{"id":55214,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f3873","contributors":{"authors":[{"text":"Burns, A.W.","contributorId":65498,"corporation":false,"usgs":true,"family":"Burns","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":196352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":49454,"text":"ofr80637 - 1984 - Land use and land cover and associated maps for Tawas City, Michigan, U.S.; Ontario, Canada","interactions":[],"lastModifiedDate":"2012-02-02T00:10:26","indexId":"ofr80637","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-637","title":"Land use and land cover and associated maps for Tawas City, Michigan, U.S.; Ontario, Canada","language":"ENGLISH","doi":"10.3133/ofr80637","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Land use and land cover and associated maps for Tawas City, Michigan, U.S.; Ontario, Canada: U.S. Geological Survey Open-File Report 80-637, Lat 44 degrees to 45 degrees, long 82 degrees to 84 degrees, https://doi.org/10.3133/ofr80637.","productDescription":"Lat 44 degrees to 45 degrees, long 82 degrees to 84 degrees","costCenters":[],"links":[{"id":170116,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aec8b","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531953,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28629,"text":"wri844062 - 1984 - Projected water-level declines in the Ogallala aquifer in Lea County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4062","title":"Projected water-level declines in the Ogallala aquifer in Lea County, New Mexico","docAbstract":"A two-dimensional digital ground-water flow model was constructed of the Ogallala aquifer in Lea County, New Mexico. Simulations of predevelopment steady-state and historical pumping conditions were used to fit the model. Projections of water-level declines were made based on the condition of no additional development and the condition of a 0.44 percent annual increase in irrigation withdrawals to 1990 and a 0.88 percent annual increase in nonirrigation withdrawals to 2020. Based on no additional development, projected maximum water-level declines from 1980 were 31 feet in 2000 and 59 feet in 2020. The amount of recoverable water remaining in the aquifer as simulated by the model was 24.6 million acre-feet in 2000 and 22.4 million acre-feet in 2020, compared to an estimated 28 million acre-feet in 1980, with increased withdrawals, projected maximum declines were 33 feet in 2000 and 67 feet in 2020. As simulated by the model, 24.4 million acre-feet of recoverable water remained in 2000 and 21.8 million acre-feet remained in 2020. The sensitivity of the model to variation in hydraulic conductivity, specific yield, and recharge was tested over their range of uncertainty. Projected water-level declines were most sensitive to specific yield. In response to changes in specific yield, declines varied by as much as 6.2 feet from the standard simulation to 2020 with no additional development. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844062","usgsCitation":"McAda, D.P., 1984, Projected water-level declines in the Ogallala aquifer in Lea County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4062, ix, 84 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844062.","productDescription":"ix, 84 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159092,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4062/report-thumb.jpg"},{"id":57469,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d93f","contributors":{"authors":[{"text":"McAda, D. P.","contributorId":93066,"corporation":false,"usgs":true,"family":"McAda","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200141,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28167,"text":"wri844078 - 1984 - Appraisal of the water resources of the eastern part of the Tulare aquifer, Beadle, Hand, and Spink Counties, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844078","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4078","title":"Appraisal of the water resources of the eastern part of the Tulare aquifer, Beadle, Hand, and Spink Counties, South Dakota","docAbstract":"A system of glacial outwash aquifers lie in the central James Valley in east-central South Dakota. Within this system, the eastern part of the Tulare aquifer, which has an area of approximately 681 square miles, was simulated by means of a numerical ground-water flow model. The model estimates the yearly average recharge rate for that part of the aquifer lying west of the James River to be approximately 23,000 acre-feet per year. This rate is considerably more than the estimated 1978 yearly average irrigation pumpage rate of 9,800 acre-feet per year. It is expected that, since pumping will reduce discharge from the aquifer through evapotranspiration and flow to the James River, this part of the aquifer would be able to supply irrigation water at recent pumpage rates for an indefinite period. For that part of the aquifer lying east of the river, estimated recharge is 6,800 acre-feet per year; a rate slightly smaller than the estimated 1978 yearly average irrigation pumpage rate of 7,200 acre-feet per year. It is estimated that this part of the aquifer would be able to supply irrigation water at 7,200 acre-feet per year for approximately 50 years, at which time excessive drawdown would begin to cause reduced well yields at several locations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Section, Western Distribution Branch, USGS [distributor],","doi":"10.3133/wri844078","usgsCitation":"Kuiper, L., 1984, Appraisal of the water resources of the eastern part of the Tulare aquifer, Beadle, Hand, and Spink Counties, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 84-4078, v, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844078.","productDescription":"v, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4078/report-thumb.jpg"},{"id":57001,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a31b","contributors":{"authors":[{"text":"Kuiper, L.K.","contributorId":34557,"corporation":false,"usgs":true,"family":"Kuiper","given":"L.K.","email":"","affiliations":[],"preferred":false,"id":199325,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26490,"text":"wri844218 - 1984 - Physical basis and potential estimation techniques for soil erosion parameters in the Precipitation-Runoff Modeling System (PRMS)","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri844218","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4218","title":"Physical basis and potential estimation techniques for soil erosion parameters in the Precipitation-Runoff Modeling System (PRMS)","docAbstract":"Simulation of upland-soil erosion by the Precipitation-Runoff Modeling System currently requires the user to estimate two rainfall detachment parameters and three hydraulic detachmment paramenters. One rainfall detachment parameter can be estimated from rainfall simulator tests. A reformulation of the rainfall detachment equation allows the second parameter to be computed directly. The three hydraulic detachment parameters consist of one exponent and two coefficients. The initial value of the exponent is generally set equal to 1.5. The two coefficients are functions of the soil 's resistance to erosion and one of the two also accounts for sediment delivery processes not simulated in the model. Initial estimates of these parameters can be derived from other modeling studies or from published empirical relations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844218","usgsCitation":"Carey, W.P., and Simon, A., 1984, Physical basis and potential estimation techniques for soil erosion parameters in the Precipitation-Runoff Modeling System (PRMS): U.S. Geological Survey Water-Resources Investigations Report 84-4218, iii, 32 p. :ill. ;28 cm., https://doi.org/10.3133/wri844218.","productDescription":"iii, 32 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122820,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4218/report-thumb.jpg"},{"id":55315,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4218/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c31","contributors":{"authors":[{"text":"Carey, W. P.","contributorId":105749,"corporation":false,"usgs":true,"family":"Carey","given":"W.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":196484,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simon, Andrew","contributorId":78334,"corporation":false,"usgs":true,"family":"Simon","given":"Andrew","email":"","affiliations":[],"preferred":false,"id":196483,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28281,"text":"wri844003 - 1984 - Estimates of long-term suspended-sediment loads in Bay Creek at Nebo, Pike County, Illinois, 1940-80","interactions":[],"lastModifiedDate":"2023-01-13T21:40:32.451459","indexId":"wri844003","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4003","title":"Estimates of long-term suspended-sediment loads in Bay Creek at Nebo, Pike County, Illinois, 1940-80","docAbstract":"<p>Five years of daily suspended-sediment discharges (1968, 1969, 1975, 1976, and 1980) for Bay Creek at Nebo, Illinois, computed from once- or twice-weekly samples (more often during storm events), were used to develop transport equations that can be used to estimate long-term suspended-sediment discharges from long-term water-discharge records. Discharge was divided into three groups based on changes in slope on a graph of logarithms of water discharge versus suspended-sediment discharge. Two subgroups were formed within each of the three groups by determining whether the flow was steady or increasing, or was decreasing. Seasonality was accounted for by introducing day of the year in sine and cosine functions. The suspended-sediment load estimated from the equations for the 5 years was 77.3 percent of that computed from daily sediment- and water-discharge records for those years. The mean annual suspended-sediment load for 41 years of estimated loads was 359 ,500 tons, which represents a yield of about 3.5 tons per acre from the Bay Creek drainage basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844003","usgsCitation":"Lazaro, T.R., Fitzgerald, K.K., and Frost, L.R., 1984, Estimates of long-term suspended-sediment loads in Bay Creek at Nebo, Pike County, Illinois, 1940-80: U.S. Geological Survey Water-Resources Investigations Report 84-4003, v, 22 p., https://doi.org/10.3133/wri844003.","productDescription":"v, 22 p.","costCenters":[],"links":[{"id":411925,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35911.htm","linkFileType":{"id":5,"text":"html"}},{"id":57101,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4003/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123987,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4003/report-thumb.jpg"}],"country":"United States","state":"Illinois","county":"Pike County","city":"Nebo","otherGeospatial":"Bay Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -90.65,\n              39.75\n            ],\n            [\n              -90.85,\n              39.75\n            ],\n            [\n              -90.85,\n              39.417\n            ],\n            [\n              -90.65,\n              39.417\n            ],\n            [\n              -90.65,\n              39.75\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcab4","contributors":{"authors":[{"text":"Lazaro, Timothy R.","contributorId":16050,"corporation":false,"usgs":true,"family":"Lazaro","given":"Timothy","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199522,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fitzgerald, Kathleen K.","contributorId":59847,"corporation":false,"usgs":true,"family":"Fitzgerald","given":"Kathleen","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":199524,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Frost, Leonard R. Jr.","contributorId":41465,"corporation":false,"usgs":true,"family":"Frost","given":"Leonard","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199523,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27966,"text":"wri834239 - 1984 - An overview of ground-water quality data in Wisconsin","interactions":[],"lastModifiedDate":"2015-10-19T15:40:40","indexId":"wri834239","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4239","title":"An overview of ground-water quality data in Wisconsin","docAbstract":"<p>This report contains a summary of ground-water-quality data for Wisconsin and an evaluation of the adequacy of these data for assessing the impact of land disposal of wastes on ground-water quality. Chemical analyses used in data summaries were limited to those stored in the USGS computer system (WATSTORE). Information on documented instances of ground-water contamination and sources of potential contamination from land disposal of wastes was provided by the Wisconsin Department of Natural Resources. Available data provide an overview of ground water quality but may be insufficient for assessment of ground-water contamination from land disposal of wastes. Many sources of potential ground-water contamination (landfills, surface waste-storage impoundments, and buried tanks) are known. Some of these are probably causing local ground-water contamination that is not apparent from available regional data. Information needs for assessment of ground-water contamination from land disposal of wastes include improved understanding of both ground-water hydrology and the chemical behavior of specific contaminants in the environment. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834239","usgsCitation":"Kammerer, P.A., 1984, An overview of ground-water quality data in Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 83-4239, v, 58 p., https://doi.org/10.3133/wri834239.","productDescription":"v, 58 p.","numberOfPages":"64","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":124124,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4239/report-thumb.jpg"},{"id":56784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4239/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-90.403306,47.026693],[-90.411972,47.014958],[-90.425351,47.007526],[-90.464079,46.994636],[-90.465465,47.002593],[-90.457688,47.012484],[-90.4553,47.02375],[-90.455502,47.051331],[-90.449572,47.064965],[-90.438734,47.072557],[-90.417272,47.07757],[-90.395367,47.077175],[-90.393342,47.066204],[-90.403306,47.026693]]],[[[-90.730883,46.873096],[-90.677989,46.897527],[-90.667776,46.890037],[-90.675239,46.881029],[-90.718547,46.864531],[-90.745356,46.83566],[-90.756052,46.830595],[-90.760991,46.838277],[-90.749816,46.861806],[-90.730883,46.873096]]],[[[-90.764857,46.946524],[-90.741417,46.9636],[-90.71511,46.957332],[-90.694487,46.93671],[-90.689302,46.918563],[-90.737107,46.914712],[-90.764857,46.946524]]],[[[-90.568938,46.847391],[-90.58505,46.839789],[-90.613569,46.837958],[-90.673838,46.819684],[-90.683356,46.813275],[-90.685753,46.805003],[-90.652916,46.797755],[-90.65892,46.7885],[-90.696465,46.78204],[-90.716456,46.785418],[-90.7625,46.755547],[-90.787751,46.753301],[-90.783086,46.772939],[-90.790965,46.781373],[-90.790231,46.786103],[-90.733231,46.800183],[-90.720932,46.815897],[-90.656946,46.843476],[-90.622048,46.872872],[-90.602619,46.872715],[-90.568938,46.847391]]],[[[-90.572383,46.958835],[-90.528182,46.968396],[-90.508157,46.956836],[-90.524018,46.935714],[-90.539947,46.92785],[-90.543852,46.918289],[-90.549104,46.915461],[-90.569169,46.920309],[-90.637124,46.906724],[-90.64412,46.908373],[-90.654796,46.919249],[-90.634507,46.942944],[-90.572383,46.958835]]],[[[-87.335299,45.211327],[-87.331962,45.199251],[-87.33622,45.173174],[-87.327284,45.157363],[-87.376777,45.177298],[-87.375403,45.199296],[-87.335299,45.211327]]],[[[-90.962901,46.962028],[-90.980316,46.971578],[-90.98222,46.985417],[-90.949383,46.991208],[-90.939866,47.001321],[-90.928563,47.000726],[-90.923764,46.987928],[-90.932132,46.962655],[-90.962901,46.962028]]],[[[-90.757147,47.03372],[-90.688544,47.043347],[-90.643623,47.041177],[-90.608824,47.007558],[-90.560936,47.037013],[-90.544875,47.017383],[-90.552867,46.999686],[-90.609715,46.991208],[-90.634105,46.970983],[-90.671581,46.948973],[-90.712032,46.98526],[-90.767985,47.002327],[-90.776921,47.024324],[-90.757147,47.03372]]],[[[-87.405658,44.860098],[-87.384821,44.865532],[-87.385396,44.889964],[-87.406199,44.90449],[-87.393752,44.933751],[-87.374805,44.956631],[-87.360288,44.987643],[-87.322117,45.034201],[-87.264877,45.081361],[-87.257449,45.121644],[-87.240813,45.137559],[-87.242924,45.149377],[-87.238426,45.166492],[-87.224065,45.174551],[-87.21437,45.165735],[-87.195876,45.163201],[-87.17517,45.173],[-87.163169,45.185331],[-87.13303,45.192843],[-87.119972,45.191103],[-87.122708,45.221786],[-87.109541,45.255397],[-87.078316,45.265723],[-87.071035,45.280355],[-87.057627,45.292838],[-87.0517,45.285888],[-87.043895,45.284767],[-87.017036,45.299254],[-86.994112,45.298061],[-86.97778,45.290684],[-86.970355,45.278455],[-86.984938,45.259036],[-86.983066,45.250764],[-86.973287,45.246381],[-86.985973,45.215872],[-87.002806,45.211773],[-87.00754,45.222127],[-87.032521,45.222274],[-87.040909,45.211535],[-87.045242,45.158798],[-87.030225,45.147382],[-87.03292,45.141963],[-87.045748,45.134987],[-87.054282,45.120074],[-87.049346,45.110122],[-87.048213,45.089124],[-87.057415,45.087472],[-87.064864,45.078427],[-87.079552,45.070783],[-87.081866,45.059103],[-87.090849,45.055465],[-87.121156,45.058311],[-87.139384,45.012565],[-87.163477,45.004913],[-87.189134,44.969078],[-87.188399,44.94856],[-87.17524,44.939753],[-87.1717,44.931476],[-87.204238,44.916819],[-87.215808,44.906744],[-87.217171,44.898013],[-87.206285,44.885928],[-87.204815,44.877199],[-87.267061,44.847025],[-87.282561,44.814729],[-87.304824,44.804603],[-87.313363,44.794237],[-87.320397,44.784963],[-87.319903,44.769672],[-87.353789,44.701915],[-87.401629,44.631191],[-87.437751,44.604559],[-87.467089,44.553557],[-87.483696,44.511354],[-87.490024,44.477224],[-87.498662,44.460686],[-87.506362,44.423804],[-87.517965,44.394356],[-87.517597,44.375696],[-87.533583,44.351111],[-87.545382,44.321385],[-87.541382,44.294018],[-87.508457,44.229755],[-87.507419,44.210803],[-87.512903,44.192808],[-87.51966,44.17987],[-87.53994,44.15969],[-87.563181,44.144195],[-87.603572,44.13039],[-87.6458,44.105222],[-87.654935,44.082552],[-87.656062,44.051919],[-87.683361,44.020139],[-87.695053,43.990715],[-87.69892,43.965936],[-87.71817,43.939498],[-87.735436,43.882219],[-87.728698,43.852524],[-87.726408,43.810454],[-87.700251,43.76735],[-87.702985,43.749695],[-87.709885,43.735795],[-87.702685,43.687596],[-87.789105,43.564844],[-87.797608,43.52731],[-87.793239,43.492783],[-87.807799,43.461136],[-87.855608,43.405441],[-87.872504,43.380178],[-87.882392,43.352099],[-87.889207,43.307652],[-87.901847,43.284117],[-87.911787,43.250406],[-87.896286,43.197108],[-87.881085,43.170609],[-87.900285,43.13731],[-87.900496,43.126],[-87.893185,43.114011],[-87.876084,43.099011],[-87.866487,43.074419],[-87.870184,43.064412],[-87.894813,43.042497],[-87.898184,43.030689],[-87.896157,43.017486],[-87.887789,43.000715],[-87.857182,42.978015],[-87.845181,42.962015],[-87.842786,42.944865],[-87.847745,42.889595],[-87.824,42.836649],[-87.766675,42.784896],[-87.781949,42.74857],[-87.778824,42.728432],[-87.783489,42.705164],[-87.802377,42.676651],[-87.814674,42.64402],[-87.819407,42.617327],[-87.819374,42.60662],[-87.810873,42.58732],[-87.812273,42.52982],[-87.800477,42.49192],[-88.115285,42.496219],[-88.786681,42.491983],[-89.690088,42.505191],[-90.640927,42.508302],[-90.636727,42.518702],[-90.645627,42.5441],[-90.654127,42.5499],[-90.661527,42.567999],[-90.685487,42.589614],[-90.693999,42.614509],[-90.709204,42.636078],[-90.769495,42.651443],[-90.88743,42.67247],[-90.921155,42.685406],[-90.949213,42.685573],[-90.977735,42.696816],[-91.000128,42.716189],[-91.026786,42.724228],[-91.035418,42.73734],[-91.053733,42.738238],[-91.056297,42.747341],[-91.065783,42.753387],[-91.060261,42.761847],[-91.069549,42.769628],[-91.078097,42.806526],[-91.078665,42.827678],[-91.09406,42.830813],[-91.091402,42.84986],[-91.097656,42.859871],[-91.100565,42.883078],[-91.115512,42.894672],[-91.14556,42.90798],[-91.144315,42.926592],[-91.149784,42.940244],[-91.14655,42.963345],[-91.156562,42.978226],[-91.15749,42.991475],[-91.174692,43.038713],[-91.179457,43.067427],[-91.175193,43.103771],[-91.177932,43.128875],[-91.175253,43.134665],[-91.1562,43.142945],[-91.1462,43.152405],[-91.12217,43.197255],[-91.066398,43.239293],[-91.059684,43.248566],[-91.058644,43.257679],[-91.072649,43.262129],[-91.07371,43.274746],[-91.107237,43.313645],[-91.137343,43.329757],[-91.181115,43.345926],[-91.201847,43.349103],[-91.21477,43.365874],[-91.19767,43.395334],[-91.203144,43.419805],[-91.22875,43.445537],[-91.233367,43.455168],[-91.216035,43.481142],[-91.217353,43.512474],[-91.232941,43.523967],[-91.243183,43.540309],[-91.24382,43.54913],[-91.232812,43.564842],[-91.231865,43.581822],[-91.268748,43.615348],[-91.268457,43.627352],[-91.262397,43.64176],[-91.270767,43.65308],[-91.273252,43.666623],[-91.268455,43.709824],[-91.255932,43.729849],[-91.255431,43.744876],[-91.243955,43.773046],[-91.262436,43.792166],[-91.277695,43.837741],[-91.284138,43.847065],[-91.310991,43.867381],[-91.320605,43.888491],[-91.338141,43.897664],[-91.346271,43.910074],[-91.356741,43.916564],[-91.366642,43.937463],[-91.385785,43.954239],[-91.406011,43.963929],[-91.43738,43.999962],[-91.463515,44.009041],[-91.478498,44.00803],[-91.507121,44.01898],[-91.580019,44.026925],[-91.59207,44.031372],[-91.610487,44.04931],[-91.638115,44.063285],[-91.647873,44.064109],[-91.667006,44.086964],[-91.68153,44.0974],[-91.707491,44.103906],[-91.710597,44.12048],[-91.721552,44.130342],[-91.751747,44.134786],[-91.774486,44.147539],[-91.808064,44.159262],[-91.817302,44.164235],[-91.829167,44.17835],[-91.875158,44.200575],[-91.877429,44.212921],[-91.892698,44.231105],[-91.88704,44.251772],[-91.896008,44.262871],[-91.895652,44.273008],[-91.924613,44.291815],[-91.913534,44.311392],[-91.918625,44.322671],[-91.92559,44.333548],[-91.941311,44.340978],[-91.9636,44.362112],[-92.038147,44.388731],[-92.056486,44.402729],[-92.078605,44.404869],[-92.111085,44.413948],[-92.124513,44.422115],[-92.195378,44.433792],[-92.232472,44.445434],[-92.291005,44.485464],[-92.302215,44.500298],[-92.302466,44.516487],[-92.314071,44.538014],[-92.336114,44.554004],[-92.361518,44.558935],[-92.399281,44.558292],[-92.431101,44.565786],[-92.455105,44.561886],[-92.481001,44.568276],[-92.493808,44.566063],[-92.518358,44.575183],[-92.54806,44.567792],[-92.55151,44.571607],[-92.549777,44.58113],[-92.569434,44.603539],[-92.577148,44.605054],[-92.584711,44.599861],[-92.601516,44.612052],[-92.621456,44.615017],[-92.619779,44.634195],[-92.632105,44.649027],[-92.660988,44.660884],[-92.700948,44.693751],[-92.737259,44.717155],[-92.787906,44.737432],[-92.807317,44.750364],[-92.805287,44.768361],[-92.785206,44.792303],[-92.78043,44.812589],[-92.766102,44.834966],[-92.76909,44.861997],[-92.764133,44.875905],[-92.773946,44.889997],[-92.774571,44.898084],[-92.758701,44.908979],[-92.750645,44.937299],[-92.754603,44.955767],[-92.769445,44.97215],[-92.771231,45.001378],[-92.76206,45.02432],[-92.770362,45.033803],[-92.793282,45.047178],[-92.803079,45.060978],[-92.800851,45.069477],[-92.791528,45.079647],[-92.746749,45.107051],[-92.739528,45.116515],[-92.745694,45.123112],[-92.757707,45.155466],[-92.752542,45.171772],[-92.764872,45.182812],[-92.767408,45.190166],[-92.763908,45.204866],[-92.751708,45.218666],[-92.760249,45.2496],[-92.751659,45.26591],[-92.760615,45.278827],[-92.761013,45.289028],[-92.737122,45.300459],[-92.709968,45.321302],[-92.698967,45.336374],[-92.703705,45.35633],[-92.679193,45.37271],[-92.669505,45.389111],[-92.650422,45.398507],[-92.646602,45.441635],[-92.652698,45.454527],[-92.680234,45.464344],[-92.702224,45.493046],[-92.726677,45.514462],[-92.726082,45.541112],[-92.770223,45.566939],[-92.785741,45.567888],[-92.823309,45.560934],[-92.871082,45.567581],[-92.883749,45.575483],[-92.886442,45.598679],[-92.882529,45.610216],[-92.888035,45.624959],[-92.887929,45.639006],[-92.875488,45.689014],[-92.870145,45.696757],[-92.869193,45.717568],[-92.809837,45.744172],[-92.784621,45.764196],[-92.776496,45.790014],[-92.757815,45.806574],[-92.765146,45.830183],[-92.739991,45.846283],[-92.734039,45.868108],[-92.712503,45.891705],[-92.676607,45.90637],[-92.676807,45.91093],[-92.659549,45.922937],[-92.639116,45.924555],[-92.640115,45.932478],[-92.636316,45.934634],[-92.614314,45.934529],[-92.60246,45.940815],[-92.551933,45.951651],[-92.549806,45.967986],[-92.527052,45.983245],[-92.469354,45.973811],[-92.46126,45.979427],[-92.464512,45.985038],[-92.453373,45.992913],[-92.442259,46.016177],[-92.428555,46.024241],[-92.410649,46.027259],[-92.372717,46.014198],[-92.35176,46.015685],[-92.344244,46.02743],[-92.343604,46.040917],[-92.332912,46.062697],[-92.294033,46.074377],[-92.292192,46.666042],[-92.287392,46.667342],[-92.286192,46.660342],[-92.274392,46.657441],[-92.270592,46.650741],[-92.256592,46.658741],[-92.242493,46.649241],[-92.228492,46.652941],[-92.216392,46.649841],[-92.207092,46.651941],[-92.202292,46.655041],[-92.204092,46.666941],[-92.176091,46.686341],[-92.183091,46.695241],[-92.198491,46.696141],[-92.205192,46.698341],[-92.205692,46.702541],[-92.189091,46.717541],[-92.167291,46.719941],[-92.146291,46.71594],[-92.141291,46.72524],[-92.14329,46.73464],[-92.13789,46.73954],[-92.108777,46.749105],[-92.08949,46.74924],[-92.03399,46.708939],[-92.020289,46.704039],[-92.007989,46.705039],[-91.961889,46.682539],[-91.942988,46.679939],[-91.886963,46.690211],[-91.820027,46.690176],[-91.790473,46.694624],[-91.74965,46.709129],[-91.646146,46.734575],[-91.590684,46.754331],[-91.511077,46.757453],[-91.489125,46.766997],[-91.44957,46.773252],[-91.411799,46.78964],[-91.369387,46.793745],[-91.33825,46.817704],[-91.315061,46.826729],[-91.256873,46.836833],[-91.226796,46.86361],[-91.207524,46.865835],[-91.200107,46.854017],[-91.178292,46.844259],[-91.168297,46.844727],[-91.140301,46.873105],[-91.133337,46.870341],[-91.134977,46.859023],[-91.107323,46.857469],[-91.096565,46.86153],[-91.090916,46.88267],[-91.080951,46.883609],[-91.069331,46.878772],[-91.052991,46.881325],[-91.03989,46.88923],[-91.034518,46.903053],[-91.019141,46.911502],[-90.995149,46.917577],[-90.968419,46.94391],[-90.92204,46.931372],[-90.914044,46.933346],[-90.908654,46.941221],[-90.880358,46.957661],[-90.855874,46.962232],[-90.838814,46.957728],[-90.786595,46.927019],[-90.75563,46.899247],[-90.751151,46.887863],[-90.77017,46.876296],[-90.798545,46.823922],[-90.825696,46.803858],[-90.835008,46.790366],[-90.854916,46.788952],[-90.863542,46.780565],[-90.859724,46.774433],[-90.862333,46.768135],[-90.885021,46.756341],[-90.870396,46.723293],[-90.853225,46.70028],[-90.853644,46.694464],[-90.870079,46.679449],[-90.914619,46.659054],[-90.924487,46.625417],[-90.93831,46.608768],[-90.951418,46.600774],[-90.942101,46.588573],[-90.906058,46.58343],[-90.873154,46.601223],[-90.794775,46.624941],[-90.770192,46.636127],[-90.755381,46.646225],[-90.756495,46.664591],[-90.74809,46.669817],[-90.73726,46.692267],[-90.627885,46.623839],[-90.558141,46.586384],[-90.538346,46.581182],[-90.505909,46.589614],[-90.437596,46.561492],[-90.418136,46.566094],[-90.39332,46.532615],[-90.369964,46.540549],[-90.350121,46.537337],[-90.344338,46.552087],[-90.331887,46.553278],[-90.326686,46.54615],[-90.320428,46.546287],[-90.310859,46.539365],[-90.316983,46.517319],[-90.285707,46.518846],[-90.277131,46.524487],[-90.272599,46.521127],[-90.274721,46.515416],[-90.270684,46.508237],[-90.263018,46.502777],[-90.231587,46.509842],[-90.230324,46.501732],[-90.216594,46.501759],[-90.204009,46.478175],[-90.188996,46.469015],[-90.193294,46.463143],[-90.180336,46.456746],[-90.17786,46.440548],[-90.166919,46.439851],[-90.158603,46.422656],[-90.157851,46.409291],[-90.144359,46.390255],[-90.13225,46.381249],[-90.133871,46.371828],[-90.116844,46.355153],[-90.12138,46.338131],[-89.09163,46.138505],[-88.85027,46.040274],[-88.837991,46.030176],[-88.811948,46.021609],[-88.79646,46.023605],[-88.80067,46.030036],[-88.796182,46.033712],[-88.779221,46.031869],[-88.783891,46.020934],[-88.779915,46.015436],[-88.765208,46.022086],[-88.756295,46.020173],[-88.746422,46.025798],[-88.730675,46.026535],[-88.721125,46.022013],[-88.718397,46.013284],[-88.704687,46.018154],[-88.679132,46.013538],[-88.661312,45.988819],[-88.6375,45.98496],[-88.616405,45.9877],[-88.611466,46.003332],[-88.60144,46.017599],[-88.59386,46.015132],[-88.589755,46.005602],[-88.565485,46.015708],[-88.550756,46.012896],[-88.541078,46.013763],[-88.533825,46.020915],[-88.514601,46.019926],[-88.507188,46.0183],[-88.498108,45.99636],[-88.492495,45.992157],[-88.476002,45.992826],[-88.470855,46.001004],[-88.458658,45.999391],[-88.450325,45.990181],[-88.439733,45.990456],[-88.416914,45.975323],[-88.388847,45.982675],[-88.380183,45.991654],[-88.330137,45.965951],[-88.330296,45.956625],[-88.326953,45.955071],[-88.316894,45.960969],[-88.292381,45.951115],[-88.250133,45.963147],[-88.246307,45.962983],[-88.242518,45.950363],[-88.23314,45.947405],[-88.201852,45.945173],[-88.202116,45.949836],[-88.191991,45.95274],[-88.170096,45.93947],[-88.146352,45.935314],[-88.121864,45.92075],[-88.104686,45.922121],[-88.096496,45.917273],[-88.095354,45.913895],[-88.105677,45.904387],[-88.101814,45.883504],[-88.095841,45.880042],[-88.083965,45.881186],[-88.073944,45.875593],[-88.075146,45.864832],[-88.081641,45.865087],[-88.13611,45.819029],[-88.129461,45.809288],[-88.105355,45.800104],[-88.103247,45.791361],[-88.072091,45.780261],[-88.050634,45.780972],[-88.040221,45.789236],[-87.991447,45.795393],[-87.98087,45.776977],[-87.989829,45.772945],[-87.96697,45.764021],[-87.963452,45.75822],[-87.905873,45.759364],[-87.896032,45.752285],[-87.875813,45.753888],[-87.864141,45.745697],[-87.86432,45.737139],[-87.85548,45.726943],[-87.805867,45.706841],[-87.809181,45.700337],[-87.782226,45.683053],[-87.780737,45.675458],[-87.823164,45.662732],[-87.824102,45.647138],[-87.810194,45.638732],[-87.79588,45.618846],[-87.780845,45.614599],[-87.777199,45.588499],[-87.787534,45.581376],[-87.790874,45.564096],[-87.806104,45.562863],[-87.829346,45.568776],[-87.833591,45.562529],[-87.80339,45.538272],[-87.802267,45.514233],[-87.792769,45.499967],[-87.812971,45.4661],[-87.861697,45.434473],[-87.860432,45.423504],[-87.849322,45.403872],[-87.859131,45.398967],[-87.859418,45.388227],[-87.875424,45.379373],[-87.871789,45.373557],[-87.884855,45.362792],[-87.888052,45.354697],[-87.881114,45.351278],[-87.86856,45.360537],[-87.860871,45.351192],[-87.850418,45.347492],[-87.848368,45.340676],[-87.832612,45.352249],[-87.790324,45.353444],[-87.783076,45.349725],[-87.754104,45.349442],[-87.751626,45.354169],[-87.738352,45.358243],[-87.718891,45.377462],[-87.693956,45.389893],[-87.675017,45.382454],[-87.674403,45.378065],[-87.657349,45.368752],[-87.656632,45.358617],[-87.648476,45.352243],[-87.648126,45.339396],[-87.662029,45.326434],[-87.663666,45.318257],[-87.687498,45.298055],[-87.698248,45.281512],[-87.69878,45.26942],[-87.709137,45.260341],[-87.711339,45.239965],[-87.724156,45.233236],[-87.721935,45.228444],[-87.726952,45.218949],[-87.726198,45.209391],[-87.741732,45.198201],[-87.736509,45.173389],[-87.683902,45.144135],[-87.675816,45.135059],[-87.678511,45.131204],[-87.672447,45.121294],[-87.661296,45.112566],[-87.661211,45.108279],[-87.631535,45.106224],[-87.59188,45.094689],[-87.587147,45.089495],[-87.587992,45.085271],[-87.601849,45.082297],[-87.610395,45.075617],[-87.625748,45.045157],[-87.624693,45.014176],[-87.630298,44.976865],[-87.661964,44.973035],[-87.696492,44.974233],[-87.766115,44.965351],[-87.817551,44.951986],[-87.837647,44.933091],[-87.844299,44.918524],[-87.827751,44.891229],[-87.832764,44.880939],[-87.852789,44.86486],[-87.865898,44.840988],[-87.878218,44.839016],[-87.899787,44.828051],[-87.941453,44.75608],[-87.964714,44.74357],[-87.983065,44.72073],[-87.990081,44.669791],[-88.002085,44.664035],[-88.009766,44.637081],[-87.998836,44.609523],[-88.001943,44.603909],[-88.012395,44.602438],[-88.027103,44.578992],[-88.039092,44.574324],[-88.042261,44.567344],[-88.005518,44.539216],[-87.970702,44.530292],[-87.943801,44.529693],[-87.929001,44.535993],[-87.901206,44.568887],[-87.899368,44.573043],[-87.903689,44.581317],[-87.901179,44.584545],[-87.867941,44.607606],[-87.809076,44.636189],[-87.77516,44.639281],[-87.756048,44.649117],[-87.748409,44.667122],[-87.71978,44.693246],[-87.720312,44.725073],[-87.610063,44.838384],[-87.581635,44.851638],[-87.550288,44.85129],[-87.530999,44.857437],[-87.515142,44.869596],[-87.502431,44.864619],[-87.478489,44.863572],[-87.437084,44.892718],[-87.421007,44.887869],[-87.419951,44.87594],[-87.405658,44.860098]]],[[[-86.880572,45.331467],[-86.895055,45.329035],[-86.899488,45.322588],[-86.896667,45.307275],[-86.899891,45.295185],[-86.925681,45.3242],[-86.95499,45.34128],[-86.956192,45.351179],[-86.946297,45.35869],[-86.95497,45.383194],[-86.943041,45.41525],[-86.934724,45.421123],[-86.928045,45.411273],[-86.917686,45.40789],[-86.892893,45.40898],[-86.877502,45.413981],[-86.862174,45.412151],[-86.853145,45.405547],[-86.830353,45.410852],[-86.828731,45.428461],[-86.810055,45.422619],[-86.805415,45.407324],[-86.824383,45.406135],[-86.841432,45.389601],[-86.853103,45.370861],[-86.863367,45.365],[-86.869031,45.333244],[-86.880572,45.331467]]]]},\"properties\":{\"name\":\"Wisconsin\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db6841a5","contributors":{"authors":[{"text":"Kammerer, Phil A. Jr.","contributorId":85993,"corporation":false,"usgs":true,"family":"Kammerer","given":"Phil","suffix":"Jr.","email":"","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":198977,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66868,"text":"i1512 - 1984 - Map showing selected surface-water data for the Nephi 30 x 60-minute quadrangle, Utah","interactions":[],"lastModifiedDate":"2025-08-04T19:55:29.028969","indexId":"i1512","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1512","title":"Map showing selected surface-water data for the Nephi 30 x 60-minute quadrangle, Utah","docAbstract":"<p>This is one of a series of maps that describe the geology and related natural resources of the Nephi 30 x 60 minute quadrangle, Utah. Streamflow records used to compile this map were collected by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Water Rights, and the Utah Department of Transportation. The principal runoff-producing areas shown on the map were delineated from a work map (scale 1:250,000) compiled to estimate water yields in Utah (Bagley and others, 1964). Sources of information about recorded floods resulting from cloudbursts included Woolley (1946) and Butler and Marsell (1972); sources of information about the chemical quality of streamflow included Hahl and Cabell (1965) Mundorff (1972 and 1974), and Waddell and others (1982).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1512","isbn":"0607786469","usgsCitation":"Price, D., 1984, Map showing selected surface-water data for the Nephi 30 x 60-minute quadrangle, Utah: U.S. Geological Survey IMAP 1512, 1 Plate: 39.94 x 32.76 inches; Cover: 9.15 x 11.77 inches, https://doi.org/10.3133/i1512.","productDescription":"1 Plate: 39.94 x 32.76 inches; Cover: 9.15 x 11.77 inches","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":493485,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9284.htm","linkFileType":{"id":5,"text":"html"}},{"id":256144,"rank":2,"type":{"id":8,"text":"Cover"},"url":"https://pubs.usgs.gov/imap/1512/report.pdf","text":"Folio Cover","size":"22 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":256143,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1512/plate-1.pdf","text":"Map I-1512","size":"13.55 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":256145,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1512/report-thumb.jpg"}],"scale":"100000","country":"United States","state":"Utah","otherGeospatial":"Nephi quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112,39.5 ], [ -112,40 ], [ -111,40 ], [ -111,39.5 ], [ -112,39.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2ac8","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":275202,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65982,"text":"i1517 - 1984 - Viking Lander 2 rectified photomosaic (evening scene, camera 1)","interactions":[],"lastModifiedDate":"2012-02-02T00:13:18","indexId":"i1517","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1517","subseriesTitle":"NONE","title":"Viking Lander 2 rectified photomosaic (evening scene, camera 1)","language":"ENGLISH","doi":"10.3133/i1517","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Viking Lander 2 rectified photomosaic (evening scene, camera 1): U.S. Geological Survey IMAP 1517, 6 remote sensing images on 5 sheets ;56 x 70 cm. and smaller, sheets 77 x 103 cm. and 94 x 79 cm., folded in envelope 30 x 23 cm., https://doi.org/10.3133/i1517.","productDescription":"6 remote sensing images on 5 sheets ;56 x 70 cm. and smaller, sheets 77 x 103 cm. and 94 x 79 cm., folded in envelope 30 x 23 cm.","costCenters":[],"links":[{"id":190395,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101306,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1517/plate-1.pdf","size":"8823","linkFileType":{"id":1,"text":"pdf"}},{"id":101307,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1517/plate-2.pdf","size":"6978","linkFileType":{"id":1,"text":"pdf"}},{"id":101308,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1517/plate-3.pdf","size":"8873","linkFileType":{"id":1,"text":"pdf"}},{"id":101309,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1517/plate-4.pdf","size":"8536","linkFileType":{"id":1,"text":"pdf"}},{"id":101310,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1517/plate-5.pdf","size":"8794","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e71cd","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534332,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30307,"text":"wri844369 - 1984 - A finite-element simulation model for saturated-unsaturated, fluid-density-dependent ground-water flow with energy transport or chemically- reactive single-species solute transport","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri844369","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4369","title":"A finite-element simulation model for saturated-unsaturated, fluid-density-dependent ground-water flow with energy transport or chemically- reactive single-species solute transport","docAbstract":"SUTRA (Saturated-Unsaturated Transport) is a computer program which can be used to simulate the movement of fluid and the transport of either energy or dissolved substances in a subsurface environment. The model employs a two-dimensional hybrid finite-element and integrated-finite-difference method to approximate the governing equations that describe the two interdependent processes that are simulated by SUTRA: (1) fluid density-dependent saturated or unsaturated groundwater flow, and either (2a) transport of a solute in the groundwater, in which the solute may be subject to: equilibrium adsorption on the porous matrix, and both first-order and zero-order production or decay, or, (2b) transport of thermal energy in the groundwater and solid matrix of the aquifer. SUTRA provides, as the primary calculated results, fluid pressures and either solute concentrations or temperatures, as they vary with time, everywhere in the simulated subsurface system. SUTRA may also be used to simulate simpler subsets of the above process. SUTRA may be employed for areal and cross-sectional models of saturated groundwater flow systems, and for cross-sectional models of unsaturated zone flow. Solute transport simulation using SUTRA may be used to simulate natural or man-induced chemical transport, solute sorption, production and decay. SUTRA may be used for simulation of variable density leachate movement, and for cross-sectional simulation of salt-water intrusion in aquifers at near-well or regional scales, with either dispersed or relatively sharp transition zones between fresh water and salt water. SUTRA energy transport simulation may be employed to model thermal regimes in aquifers, subsurface heat conduction, aquifer thermal energy storage systems, geothermal reservoirs, thermal pollution of aquifers, and natural hydrogeologic convection systems. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844369","usgsCitation":"Voss, C., 1984, A finite-element simulation model for saturated-unsaturated, fluid-density-dependent ground-water flow with energy transport or chemically- reactive single-species solute transport: U.S. Geological Survey Water-Resources Investigations Report 84-4369, xx, 429 p. :ill. ;28 cm., https://doi.org/10.3133/wri844369.","productDescription":"xx, 429 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123779,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4369/report-thumb.jpg"},{"id":59100,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4369/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aec46","contributors":{"authors":[{"text":"Voss, C.I.","contributorId":79515,"corporation":false,"usgs":true,"family":"Voss","given":"C.I.","email":"","affiliations":[],"preferred":false,"id":203028,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28268,"text":"wri844034 - 1984 - Ground-water quality in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4034","title":"Ground-water quality in Wyoming","docAbstract":"This report graphically summarizes ground-water quality from selected chemical-quality data for about 2,300 ground-water sites in Wyoming. Dissolved-solids, nitrate, fluoride, arsenic, barium, cadmium, chromium, lead, mercury, selenium, iron, and manganese concentrations are summarized on a statewide basis. The major chemical-quality problem that limits the use of Wyoming ground-water is excessive dissolved-solids concentrations. The aquifers with the best quality water, based on the lowest median dissolved-solids concentration of water in aquifers with 20 or more sampled sites, are Holocene lacustrine deposits, the upper Testiary Ogallala Formation and Arikaree Formation, and the Mississippian Madison Limestone. The counties with the best quality water, based on the lowest median dissolved-solids concentrations are Teton County and Laramie County. Hot Springs County and Natrona County have the highest median dissolved-solids concentrations. About 3 percent of the nitrate concentrations of ground-water samples exceeded the national primary drinking-water standard of 10 milligrams per liter. Fluoride concentrations exceeded the national primary drinking-water standard in 14 percent of the ground-water samples. Except for selenium, toxic trace elements generally have not been found in concentrations in excess of the drinking-water standards. About 19 percent of the iron and about 30 percent of the manganese concentrations in ground-water samples exceeded the national secondary drinking-water standards. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844034","usgsCitation":"Larson, L.R., 1984, Ground-water quality in Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4034, v, 71 p. :chiefly ill., map ;28 cm., https://doi.org/10.3133/wri844034.","productDescription":"v, 71 p. :chiefly ill., map ;28 cm.","costCenters":[],"links":[{"id":124898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4034/report-thumb.jpg"},{"id":57090,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667305","contributors":{"authors":[{"text":"Larson, L. R.","contributorId":41421,"corporation":false,"usgs":true,"family":"Larson","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199500,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26745,"text":"wri844084 - 1984 - Cost-effectiveness of the US Geological Survey stream-gaging program in Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4084","title":"Cost-effectiveness of the US Geological Survey stream-gaging program in Arkansas","docAbstract":"This report documents the results of the cost-effectiveness of the stream-gaging program in Arkansas. Data uses and funding sources were identified for the daily-discharge stations. All daily-discharge stations were found to be in one or more data use categories, and none were candidates for alternate methods which would result in discontinuation or conversion to a partial record station. The cost for operation of daily-discharge stations and routing costs to partial record stations, crest gages, pollution control stations as well as seven recording ground-water stations was evaluated in the Kalman-Filtering Cost-Effective Resource allocation (K-CERA) analysis. This operation under current practices requires a budget of $292,150. The average standard error of estimate of streamflow record for the Arkansas District was analyzed at 33 percent.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844084","usgsCitation":"Darling, M., and Lamb, T., 1984, Cost-effectiveness of the US Geological Survey stream-gaging program in Arkansas: U.S. Geological Survey Water-Resources Investigations Report 84-4084, v, 62 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844084.","productDescription":"v, 62 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4084/report-thumb.jpg"},{"id":55622,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683cb2","contributors":{"authors":[{"text":"Darling, M.E.","contributorId":82355,"corporation":false,"usgs":true,"family":"Darling","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":196927,"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":196926,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20449,"text":"ofr84602 - 1984 - Time-of-travel data for Nebraska streams, 1968 to 1977","interactions":[],"lastModifiedDate":"2012-02-02T00:07:35","indexId":"ofr84602","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-602","title":"Time-of-travel data for Nebraska streams, 1968 to 1977","docAbstract":"This report documents the results of 10 time-of-travel studies, using ' dye-tracer ' methods, conducted on five streams in Nebraska during the period 1968 to 1977. Streams involved in the studies were the North Platte, North Loup, Elkhorn, and Big Blue Rivers and Salt Creek. Rhodamine WT dye in a 20 percent solution was used as the tracer for all 10 time-of-travel studies. Water samples were collected at several points below each injection site. Concentrations of dye in the samples were measured by determining fluorescence of the sample and comparing that value to fluorescence-concentration curves. Stream discharges were measured before and during each study. Results of each time-by-travel study are shown on two tables and on graph. The first table shows water discharge at injection and sampling sites, distance between sites, and time and rate of travel of the dye between sites. The second table provides descriptions of study sites, amounts of dye injected in the streams, actual sampling times, and actual concentrations of dye detected. The graphs for each time-of-travel study provide indications of changing travel rates between sampling sites, information on length of dye clouds, and times for dye passage past given points. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84602","usgsCitation":"Petri, L.R., 1984, Time-of-travel data for Nebraska streams, 1968 to 1977: U.S. Geological Survey Open-File Report 84-602, vi, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84602.","productDescription":"vi, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":152601,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0602/report-thumb.jpg"},{"id":49989,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0602/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b550","contributors":{"authors":[{"text":"Petri, L. R.","contributorId":48944,"corporation":false,"usgs":true,"family":"Petri","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":182671,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28442,"text":"wri844015 - 1984 - Regional flood relations for unregulated lakes in west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4015","title":"Regional flood relations for unregulated lakes in west-central Florida","docAbstract":"Regional lake flood altitude in the Southwest Florida Water Management District for 2- to 500-year recurrence intervals was estimated by multiple linear-regression analysis. The average lake altitude was used as a reference above which flood volumes are related to lake geometry, watershed characteristics, and rainfall. Average altitude at surface-outflow lakes is related to the altitude of the lake surface shown on topographic maps, lake-outlet altitude, and annual rainfall. Average altitude at closed-basin lakes is related to the altitude of the lake surface shown on topographic maps. Flood volume above average altitude for surface-outflow lakes is related to lake geometry, watershed characteristics, and rainfall. The average standard error of estimate for regional relations of surface-outflow lakes ranges from 29 to 54 percent in the Central Lake District and from 50 to 58 percent in the Ocala Uplift District. The average standard error of estimate for regional relations of closed-basin lakes ranges from 22 to 40 percent. Regional relations for average altitude and flood volume above average altitude are used to weight station flood-altitude data. Tables comparing station, regional, and weighted lake flood altitudes are shown for 47 lakes used in the analysis. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844015","usgsCitation":"Lopez, M.A., and Hayes, R., 1984, Regional flood relations for unregulated lakes in west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4015, viii, 60 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844015.","productDescription":"viii, 60 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159182,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4015/report-thumb.jpg"},{"id":57243,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4015/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db63505b","contributors":{"authors":[{"text":"Lopez, M. A.","contributorId":12493,"corporation":false,"usgs":true,"family":"Lopez","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199805,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hayes, R.D.","contributorId":19197,"corporation":false,"usgs":true,"family":"Hayes","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":199806,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29176,"text":"wri844166 - 1984 - Effectiveness of highway drainage systems in preventing salt contamination of ground water, Route 25 from Wareham to the Cape Code Canal, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri844166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4166","title":"Effectiveness of highway drainage systems in preventing salt contamination of ground water, Route 25 from Wareham to the Cape Code Canal, Massachusetts","docAbstract":"A study to determine the relative effectiveness of specially designed highway drainage features in preventing salt contamination of ground water was designed to compare four different drainage designs along a new highway in Massachusetts. At the control site, no attempt will be made to prevent salt from entering the ground. At the other three sites, different combinations of drains and impermeable berms have been designed to prevent salt contamination of ground water. To evaluate the effectiveness of the drainage designs, a salt balance will be prepared at each site over 5 years of highway use. The amount of salt applied to the highway will be compared to the amounts in the ground water or diverted to the drainage systems. Salt loads in ground water will be determined from sodium and chloride concentrations in water from about 80 wells and from aquifer porosity estimated from geophysical logs and lithologic samples. Salt loads in the drainage systems will be estimated from flow and specific conductance with the use of stage-to-discharge and conductance-to-concentrations rating curves. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844166","usgsCitation":"Pollock, S., 1984, Effectiveness of highway drainage systems in preventing salt contamination of ground water, Route 25 from Wareham to the Cape Code Canal, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 84-4166, iv, 22 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844166.","productDescription":"iv, 22 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123286,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4166/report-thumb.jpg"},{"id":58048,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4166/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625308","contributors":{"authors":[{"text":"Pollock, S.J.","contributorId":101260,"corporation":false,"usgs":true,"family":"Pollock","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":201088,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26758,"text":"wri844091 - 1984 - Review of buried crystalline rocks of eastern United States in selected hydrogeologic environments potentially suitable for isolating high-level radioactive wastes","interactions":[],"lastModifiedDate":"2017-12-06T13:43:26","indexId":"wri844091","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4091","title":"Review of buried crystalline rocks of eastern United States in selected hydrogeologic environments potentially suitable for isolating high-level radioactive wastes","docAbstract":"<p>Among the concepts suggested for the deep disposal of high-level radioactive wastes from nuclear power reactors is the excavation of a repository in suitable crystalline rocks overlain by a thick sequence of sedimentary strata in a hydrogeologic environment that would effectively impede waste transport. To determine the occurrence of such environments in the Eastern United States, a review was made of available sources of published or unpublished information, using the following hydrogeologic criteria:</p><ol><li>The top of the crystalline basement rock is 1,000 to 4,000 feet below land surface.<br></li><li>The crystalline rock is overlain by sedimentary rock whose lowermost part, at least, contains ground water with a dissolved-solids concentration of 10,000 milligrams per liter or more.<br></li><li>Shale or clay confining beds overlie the saline-water aquifer.<br></li><li>The flow system in the saline-water aquifer is known or determinable from presently available data.<br></li></ol><p>All of these hydrogeologic conditions occur in two general areas: (1) parts of Indiana, Ohio, and Kentucky, underlain by part of the geologic structure known as the Cincinnati arch, and (2) parts of the Atlantic Coastal Plain from Georgia to New Jersey.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Louisville, KY","doi":"10.3133/wri844091","usgsCitation":"Davis, R.W., 1984, Review of buried crystalline rocks of eastern United States in selected hydrogeologic environments potentially suitable for isolating high-level radioactive wastes: U.S. Geological Survey Water-Resources Investigations Report 84-4091, Report: iii, 20 p.; 2 Plates: 27.38 x 28.96 inches, https://doi.org/10.3133/wri844091.","productDescription":"Report: iii, 20 p.; 2 Plates: 27.38 x 28.96 inches","numberOfPages":"27","costCenters":[],"links":[{"id":158347,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4091/report-thumb.jpg"},{"id":349801,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4091/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":349802,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4091/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":349803,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4091/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604170","contributors":{"authors":[{"text":"Davis, R. W.","contributorId":93459,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196950,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28682,"text":"wri844107 - 1984 - Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri844107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4107","title":"Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas","docAbstract":"The results of an evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas are documented. Data uses and funding sources were identified for the 140 complete record streamflow-gaging stations operated in Kansas during 1983 with a budget of $793,780. As a result of the evaluation of the needs and uses of data from the stream-gaging program, it was found that the 140 gaging stations were needed to meet these data requirements. The average standard error of estimation of streamflow records was 20.8 percent, assuming the 1983 budget and operating schedule of 6-week interval visitations and based on 85 of the 140 stations. It was shown that this overall level of accuracy could be improved to 18.9 percent by altering the 1983 schedule of station visitations. A minimum budget of $760 ,000, with a corresponding average error of estimation of 24.9 percent, is required to operate the 1983 program. None of the stations investigated were suitable for the application of alternative methods for simulating discharge records. Improved instrumentation can have a very positive impact on streamflow uncertainties by decreasing lost record. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri844107","usgsCitation":"Medina, K., and Geiger, C., 1984, Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4107, iv, 57 p. :ill. ;28 cm., https://doi.org/10.3133/wri844107.","productDescription":"iv, 57 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":120167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4107/report-thumb.jpg"},{"id":57522,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4fd","contributors":{"authors":[{"text":"Medina, K.D.","contributorId":46925,"corporation":false,"usgs":true,"family":"Medina","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":200225,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Geiger, C.O.","contributorId":18415,"corporation":false,"usgs":true,"family":"Geiger","given":"C.O.","email":"","affiliations":[],"preferred":false,"id":200224,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28978,"text":"wri834251 - 1984 - A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri834251","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4251","title":"A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships","docAbstract":"The two-dimensional finite-difference model for simulation of groundwater flow was modified to enable simulation of surface-water/groundwater interactions during periods of low streamflow. Changes were made to the program code in order to calculate surface-water heads for, and flow either to or from, contiguous surface-water bodies; and to allow for more convenient data input. Methods of data input and output were modified and entries (RSORT and HDRIVER) were added to the COEF and CHECKI subroutines to calculate surface-water heads. A new subroutine CALC was added to the program which initiates surface-water calculations. If CALC is not specified as a simulation option, the program runs the original version. The subroutines which solve the ground-water flow equations were not changed. Recharge, evapotranspiration, surface-water inflow, number of wells, pumping rate, and pumping duration can be varied for any time period. The Manning formula was used to relate stream depth and discharge in surface-water streams. Interactions between surface water and ground water are represented by the leakage term in the ground-water flow and surface-water mass balance equations. Documentation includes a flow chart, data deck instructions, input data, output summary, and program listing. Numerical results from the modified program are in good agreement with published analytical results. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834251","usgsCitation":"Ozbilgin, M., and Dickerman, D., 1984, A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships: U.S. Geological Survey Water-Resources Investigations Report 83-4251, iv, 98 p. :ill. ;28 cm., https://doi.org/10.3133/wri834251.","productDescription":"iv, 98 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119760,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4251/report-thumb.jpg"},{"id":57850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4251/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adebf","contributors":{"authors":[{"text":"Ozbilgin, M.M.","contributorId":76789,"corporation":false,"usgs":true,"family":"Ozbilgin","given":"M.M.","email":"","affiliations":[],"preferred":false,"id":200723,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dickerman, D.C.","contributorId":48601,"corporation":false,"usgs":true,"family":"Dickerman","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":200722,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":41839,"text":"ofr84511 - 1984 - Aeromagnetic map of part of the North Cascades National Park, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:10:27","indexId":"ofr84511","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-511","title":"Aeromagnetic map of part of the North Cascades National Park, Washington","language":"ENGLISH","doi":"10.3133/ofr84511","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Aeromagnetic map of part of the North Cascades National Park, Washington: U.S. Geological Survey Open-File Report 84-511, 1 map :photocopy ;28 x 30 cm., on sheet 61 x 46 cm., https://doi.org/10.3133/ofr84511.","productDescription":"1 map :photocopy ;28 x 30 cm., on sheet 61 x 46 cm.","costCenters":[],"links":[{"id":173168,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79560,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0511/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697943","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530654,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28420,"text":"wri844306 - 1984 - Water-data program of the US Geological Survey in Kansas, fiscal year 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844306","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4306","title":"Water-data program of the US Geological Survey in Kansas, fiscal year 1983","docAbstract":"The U.S. Geological Survey is the principal Federal agency responsible for the collection of hydrologic data needed for the planning, development, use, and management of the water resources in Kansas. Hydrologic-data collection by the U.S. Geological Survey in Kansas began in 1895. The fiscal-year 1983 water-data program, operated in cooperation with several Federal , State, and local agencies, included 270 stations for collection of river, lake, and reservoir data, 1,940 wells for collection of ground-water data; 53 sampling stations and 215 wells for collection of water-quality data. This report provides a detailed description of the water-data program, including coordination and funding, data-collection activities, quality-assurance plans, availability of data, network design, and future needs for water data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844306","usgsCitation":"Livingston, R., and Medina, K., 1984, Water-data program of the US Geological Survey in Kansas, fiscal year 1983: U.S. Geological Survey Water-Resources Investigations Report 84-4306, iv, 33 p. :ill., maps ;22 x 28 cm., https://doi.org/10.3133/wri844306.","productDescription":"iv, 33 p. :ill., maps ;22 x 28 cm.","costCenters":[],"links":[{"id":123437,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4306/report-thumb.jpg"},{"id":57221,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4306/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f0e4b07f02db5edf07","contributors":{"authors":[{"text":"Livingston, R.K.","contributorId":49006,"corporation":false,"usgs":true,"family":"Livingston","given":"R.K.","email":"","affiliations":[],"preferred":false,"id":199765,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Medina, K.D.","contributorId":46925,"corporation":false,"usgs":true,"family":"Medina","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":199764,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28504,"text":"wri844170 - 1984 - Trace metals in Suisun Bay, California: A preliminary report","interactions":[],"lastModifiedDate":"2021-12-27T19:28:05.567456","indexId":"wri844170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4170","title":"Trace metals in Suisun Bay, California: A preliminary report","docAbstract":"<p>A 5-month partial study (February to July 1983) was completed in Suisun Bay, a shallow embayment of San Francisco Bay, Calif., to determine characteristic heavy metal concentrations present in sediments and organisms (Corbicula clams) prior to possible discharge of San Luis Drain irrigation tile return water. Preliminary results show sediments are typical of other San Francisco Bay study sites, ranging from coarse sands to fine silt-clays. The sediments are enriched in manganese and low in organic carbon; iron is moderately enriched, with acid-extractable iron concentrations of 162-3,521 micro-g/g. Sediment concentrations of silver, zinc, lead, and cadmium measured between April and July are reported. Previous area studies have shown increased concentrations during autumn and winter, a period not covered in the data set. Due to insufficient data, interpretations are incomplete. Clam-tissue burdens for silver and zinc are similar to those found in Corbicula from pristine areas. Lead concentrations are typically below the 2-micrograms/g detection level. Corbicula do show indications of more tissue enrichment for cadmium and copper at estuarine stations than at riverine stations.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844170","usgsCitation":"Luoma, S., Cascos, P.V., and Dagovitz, R.M., 1984, Trace metals in Suisun Bay, California: A preliminary report: U.S. Geological Survey Water-Resources Investigations Report 84-4170, iv, 39 p., https://doi.org/10.3133/wri844170.","productDescription":"iv, 39 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":393457,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36040.htm"},{"id":57303,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4170/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4170/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Suisun Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.14393615722655,\n              37.99995036840875\n            ],\n            [\n              -121.82258605957031,\n              37.99995036840875\n            ],\n            [\n              -121.82258605957031,\n              38.1334763895322\n            ],\n            [\n              -122.14393615722655,\n              38.1334763895322\n            ],\n            [\n              -122.14393615722655,\n              37.99995036840875\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db6275e2","contributors":{"authors":[{"text":"Luoma, S. N.","contributorId":86353,"corporation":false,"usgs":true,"family":"Luoma","given":"S. N.","affiliations":[],"preferred":false,"id":199926,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cascos, P. V.","contributorId":58312,"corporation":false,"usgs":true,"family":"Cascos","given":"P.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":199924,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dagovitz, R. M.","contributorId":72422,"corporation":false,"usgs":true,"family":"Dagovitz","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199925,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2108,"text":"wsp2196A - 1984 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","interactions":[{"subject":{"id":9998,"text":"ofr82251 - 1982 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","indexId":"ofr82251","publicationYear":"1982","noYear":false,"title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida"},"predicate":"SUPERSEDED_BY","object":{"id":2108,"text":"wsp2196A - 1984 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","indexId":"wsp2196A","publicationYear":"1984","noYear":false,"chapter":"A","title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2196A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2196","chapter":"A","title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","docAbstract":"The Apalachicola River in northwest Florida is part of a three-State drainage basin encompassing 50,800 km 2 in Alabama, Georgia, and Florida. The river is formed by the confluence of the Chattahoochee and Flint Rivers at Jim Woodruff Dam from which it flows 171 km to Apalachicola Bay in the Gulf of Mexico. Its average annual discharge at Chattahoochee, Fla., is 690 m3/s (1958-80) with annual high flows averaging nearly 3,000 m3/s. Its flood plain supports 450 km 2 of bottom-land hardwood and tupelo-cypress forests. \r\n\r\nThe Apalachicola River Quality Assessment focuses on the hydrology and productivity of the flood-plain forest. The purpose of this part of the assessment is to address river and flood-plain hydrology, flood-plain tree species and forest types, and water and tree relations. Seasonal stage fluctuations in the upper river are three times greater than in the lower river. Analysis of long-term streamflow record revealed that 1958-79 average annual and monthly flows and flow durations were significantly greater than those of 1929-57, probably because of climatic changes. However, stage durations for the later period were equal to or less than those of the earlier period. Height of natural riverbank levees and the size and distribution of breaks in the levees have a major controlling effect on flood-plain hydrology. Thirty-two kilometers upstream of the bay, a flood-plain stream called the Brothers River was commonly under tidal influence during times of low flow in the 1980 water year. At the same distance upstream of the bay, the Apalachicola River was not under tidal influence during the 1980 water year. \r\n\r\nOf the 47 species of trees sampled, the five most common were wet-site species constituting 62 percent of the total basal area. In order of abundance, they were water tupelo, Ogeechee tupelo, baldcypress, Carolina ash, and swamp tupelo. Other common species were sweetgum, overcup oak, planertree, green ash, water hickory, sugarberry, and diamond-leaf oak. Five forest types were defined on the basis of species predominance by basal area. Biomass increased downstream and was greatest in forests growing on permanently saturated soils. \r\n\r\nDepth of water, duration of inundation and saturation, and water-level fluctuation, but not water velocity, were highly correlated with forest types. Most forest types dominated by tupelo and bald-cypress grew on permanently saturated soils that were inundated by flood waters 50 to 90 percent of the time, or an average of 75 to 225 consecutive days during the growing season from 1958 to 1980. Most forest types dominated by other species grew in areas that were saturated or inundated 5 to 25 percent of the time, or an average of 5 to 40 consecutive days during the growing season from 1958 to 1980. Water and tree relations varied with river location because range in water-level fluctuation and topographic relief in the flood plain diminished downstream.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wsp2196A","usgsCitation":"Leitman, H.M., Sohm, J.E., and Franklin, M.A., 1984, Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida: U.S. Geological Survey Water Supply Paper 2196, vii, 52 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wsp2196A.","productDescription":"vii, 52 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":138317,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2196a/report-thumb.jpg"},{"id":27683,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2196a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e3c85","contributors":{"authors":[{"text":"Leitman, Helen M.","contributorId":62196,"corporation":false,"usgs":true,"family":"Leitman","given":"Helen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":144685,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sohm, James E.","contributorId":52553,"corporation":false,"usgs":true,"family":"Sohm","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":144684,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Franklin, Marvin A.","contributorId":87526,"corporation":false,"usgs":true,"family":"Franklin","given":"Marvin","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144686,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":20436,"text":"ofr84457 - 1984 - Natural ground-water-recharge data from three selected sites in Harvey County, south-central Kansas","interactions":[],"lastModifiedDate":"2020-12-30T17:48:02.191122","indexId":"ofr84457","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-457","title":"Natural ground-water-recharge data from three selected sites in Harvey County, south-central Kansas","docAbstract":"<p>The cities of Wichita, Newton, and several smaller towns pump large quantities of water from the 'Equus Beds' aquifer in south-central Kansas. The aquifer also supplies large quantities of water for irrigation at a steadily increasing rate. The Harvey County Planning and Zoning Commission entered into a cooperative agreement with the U.S. Geological Survey to collect information on natural recharge at three sites having different soils and unsaturated lithologies. Data summarized in tabular form include daily rainfall amounts, average soil moisture for selected layers, water-table levels, and neutron-measured soil moisture at 1-foot intervals. This information can be used in studying the possibility of protecting the aquifer from any development that might impede natural recharge. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr84457","usgsCitation":"Perry, C.A., 1984, Natural ground-water-recharge data from three selected sites in Harvey County, south-central Kansas: U.S. Geological Survey Open-File Report 84-457, viii, 141 p., https://doi.org/10.3133/ofr84457.","productDescription":"viii, 141 p.","costCenters":[],"links":[{"id":49975,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0457/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152713,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0457/report-thumb.jpg"}],"country":"United States","state":"Kansas","county":"Harvey County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -100.21728515624999,\n              36.98500309285596\n            ],\n            [\n              -96.08642578125,\n              36.98500309285596\n            ],\n            [\n              -96.08642578125,\n              38.151837403006766\n            ],\n            [\n              -100.21728515624999,\n              38.151837403006766\n            ],\n            [\n              -100.21728515624999,\n              36.98500309285596\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a4f8","contributors":{"authors":[{"text":"Perry, C. A.","contributorId":106149,"corporation":false,"usgs":true,"family":"Perry","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":182648,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}