{"pageNumber":"229","pageRowStart":"5700","pageSize":"25","recordCount":6232,"records":[{"id":8697,"text":"ofr78800 - 1979 - Southeast Georgia embayment high-resolution seismic-reflection survey","interactions":[],"lastModifiedDate":"2024-06-13T19:25:14.628886","indexId":"ofr78800","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-800","title":"Southeast Georgia embayment high-resolution seismic-reflection survey","docAbstract":"A high-resolution seismic survey of the offshore part of the Southeast Georgia Embayment on about a 20 km spacing was completed in 1976. A stratigraphic analyses of the data shows that the largest controlling factor in the depositional history of the shelf has been the Gulf Stream. These currents have shifted back and forth across the shelf, at times incising into shelf sediments, and at all times blocking much of the accumulation of Cenozoic sediments seaward of the Florida-Hatteras Slope. In the southern region the Gulf Stream maintained its present position since Miocene time, blocking the accumulation of Pliocene and younger rocks on the Plateau. Northward, in the middle, region the currents turned slightly to the northeast. The inner portion of the Blake Plateau has been scoured of sediments since the Paleocene in this area, and scouring has also occurred on the shelf from time to time. In the northern part of the survey area a more easterly flow of the Gulf Stream has allowed Eocene and younger rocks to be deposited on the Plateau. Line drawings and a geologic map show the distribution of the various Cretaceous and Cenozoic units. A number of potential environmental hazards or constraints to petroleum development seen in the reflection data are identified. Besides current scour and erosion features, these include gravity faults on the slope, a slump, faulting on the inner Blake Plateau, the shelf edge reef, and deep water reefs on the Blake Plateau.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78800","usgsCitation":"Edsall, D.W., 1979, Southeast Georgia embayment high-resolution seismic-reflection survey: U.S. Geological Survey Open-File Report 78-800, 90 p., https://doi.org/10.3133/ofr78800.","productDescription":"90 p.","costCenters":[],"links":[{"id":430152,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74932.htm","linkFileType":{"id":5,"text":"html"}},{"id":36283,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0800/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141787,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0800/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7241","contributors":{"authors":[{"text":"Edsall, Douglas W.","contributorId":59035,"corporation":false,"usgs":true,"family":"Edsall","given":"Douglas","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":158172,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":22652,"text":"ofr791061 - 1979 - Small-stream flood investigations in Minnesota, October 1958 to September 1977","interactions":[],"lastModifiedDate":"2018-03-05T12:22:56","indexId":"ofr791061","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1061","title":"Small-stream flood investigations in Minnesota, October 1958 to September 1977","docAbstract":"

An investigation of flood flows from small drainage basins in Minnesota is being made to aid in the design of bridges, culverts and other highway drainage structures. Results of the investigation provide peak-flow data on streams generally with drainage areas less than 50 square miles, placing particular emphasis on those with drainage areas less than 10 square miles. Basin parameters being investigated for their effect on floods are drainage area, length of main stream, slope of main channel, basin altitude, forest cover, and storage area. All the 163 gaging stations included in the report are equipped with crest-stage gages, and 10 stations are equipped to record stage and precipitation continuously. The relative magnitude of flood flows for different hydrologic regions is shown in graphs that relate maximum discharge to drainage area. Station records contain location, drainage area, records available, type of gage, on-site structure elevations, bankfull stage, and annual maximum stage and discharge data. The data form the basis for statewide flood-frequency studies.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr791061","issn":"0094-9140","collaboration":"Prepared in cooperation with the Minnesota Department of Transportation, Minnesota Department of Natural Resources, United States Army Corps of Engineers","usgsCitation":"Carlson, G.H., and Gunard, K.T., 1979, Small-stream flood investigations in Minnesota, October 1958 to September 1977: U.S. Geological Survey Open-File Report 79-1061, xii, 194 p., https://doi.org/10.3133/ofr791061.","productDescription":"xii, 194 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":155255,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1061/report-thumb.jpg"},{"id":95479,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1061/report.pdf","size":"9570","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-92.204691,46.704041],[-92.205192,46.698341],[-92.183091,46.695241],[-92.176091,46.686341],[-92.204092,46.666941],[-92.201592,46.656641],[-92.207092,46.651941],[-92.242493,46.649241],[-92.256592,46.658741],[-92.270592,46.650741],[-92.274392,46.657441],[-92.286192,46.660342],[-92.287392,46.667342],[-92.291292,46.668142],[-92.292192,46.663308],[-92.294033,46.074377],[-92.332912,46.062697],[-92.35176,46.015685],[-92.372717,46.014198],[-92.410649,46.027259],[-92.428555,46.024241],[-92.442259,46.016177],[-92.453373,45.992913],[-92.464512,45.985038],[-92.461138,45.980216],[-92.469354,45.973811],[-92.527052,45.983245],[-92.548459,45.969056],[-92.551186,45.95224],[-92.60246,45.940815],[-92.614314,45.934529],[-92.638824,45.934166],[-92.638474,45.925971],[-92.659549,45.922937],[-92.676167,45.912072],[-92.675737,45.907478],[-92.707702,45.894901],[-92.734039,45.868108],[-92.739278,45.84758],[-92.765146,45.830183],[-92.757815,45.806574],[-92.776496,45.790014],[-92.784621,45.764196],[-92.809837,45.744172],[-92.869193,45.717568],[-92.870025,45.697272],[-92.875488,45.689014],[-92.887929,45.639006],[-92.882529,45.610216],[-92.886442,45.598679],[-92.883749,45.575483],[-92.871082,45.567581],[-92.823309,45.560934],[-92.770223,45.566939],[-92.726082,45.541112],[-92.726677,45.514462],[-92.702224,45.493046],[-92.680234,45.464344],[-92.653549,45.455346],[-92.646602,45.441635],[-92.650422,45.398507],[-92.664102,45.393309],[-92.676961,45.380137],[-92.678223,45.373604],[-92.70272,45.358472],[-92.698967,45.336374],[-92.709968,45.321302],[-92.737122,45.300459],[-92.761013,45.289028],[-92.760615,45.278827],[-92.751659,45.26591],[-92.760249,45.2496],[-92.751708,45.218666],[-92.763908,45.204866],[-92.767408,45.190166],[-92.764872,45.182812],[-92.752404,45.173916],[-92.757707,45.155466],[-92.739584,45.115598],[-92.744938,45.108309],[-92.791528,45.079647],[-92.803079,45.060978],[-92.793282,45.047178],[-92.770362,45.033803],[-92.76206,45.02432],[-92.771231,45.001378],[-92.769445,44.97215],[-92.754603,44.955767],[-92.750645,44.937299],[-92.758701,44.908979],[-92.774571,44.898084],[-92.773946,44.889997],[-92.764133,44.875905],[-92.769102,44.862167],[-92.765278,44.837186],[-92.78043,44.812589],[-92.785206,44.792303],[-92.805287,44.768361],[-92.807988,44.75147],[-92.787906,44.737432],[-92.737259,44.717155],[-92.700948,44.693751],[-92.660988,44.660884],[-92.632105,44.649027],[-92.619779,44.634195],[-92.621456,44.615017],[-92.601516,44.612052],[-92.586216,44.600088],[-92.569434,44.603539],[-92.549777,44.58113],[-92.549957,44.568988],[-92.540551,44.567258],[-92.518358,44.575183],[-92.493808,44.566063],[-92.481001,44.568276],[-92.455105,44.561886],[-92.433256,44.5655],[-92.399281,44.558292],[-92.361518,44.558935],[-92.336114,44.554004],[-92.314071,44.538014],[-92.302466,44.516487],[-92.302215,44.500298],[-92.291005,44.485464],[-92.232472,44.445434],[-92.195378,44.433792],[-92.124513,44.422115],[-92.111085,44.413948],[-92.078605,44.404869],[-92.056486,44.402729],[-92.038147,44.388731],[-91.970266,44.365842],[-91.941311,44.340978],[-91.92559,44.333548],[-91.918625,44.322671],[-91.913534,44.311392],[-91.924613,44.291815],[-91.896388,44.27469],[-91.896008,44.262871],[-91.88704,44.251772],[-91.892698,44.231105],[-91.877429,44.212921],[-91.872369,44.199167],[-91.829167,44.17835],[-91.808064,44.159262],[-91.751747,44.134786],[-91.721552,44.130342],[-91.710597,44.12048],[-91.708207,44.105186],[-91.69531,44.09857],[-91.68153,44.0974],[-91.667006,44.086964],[-91.647873,44.064109],[-91.638115,44.063285],[-91.610487,44.04931],[-91.59207,44.031372],[-91.507121,44.01898],[-91.48087,44.008145],[-91.463515,44.009041],[-91.432522,43.996827],[-91.407395,43.965148],[-91.385785,43.954239],[-91.366642,43.937463],[-91.357426,43.917231],[-91.347741,43.911964],[-91.338141,43.897664],[-91.320605,43.888491],[-91.310991,43.867381],[-91.284138,43.847065],[-91.262436,43.792166],[-91.244135,43.774667],[-91.255431,43.744876],[-91.255932,43.729849],[-91.268455,43.709824],[-91.273252,43.666623],[-91.271749,43.654929],[-91.262397,43.64176],[-91.268748,43.615348],[-91.232707,43.583533],[-91.232812,43.564842],[-91.243214,43.550722],[-91.243183,43.540309],[-91.232941,43.523967],[-91.218292,43.514434],[-91.217706,43.50055],[-96.453049,43.500415],[-96.453067,45.298115],[-96.489065,45.357071],[-96.521787,45.375645],[-96.562142,45.38609],[-96.617726,45.408092],[-96.680454,45.410499],[-96.692541,45.417338],[-96.731396,45.45702],[-96.76528,45.521414],[-96.857751,45.605962],[-96.844211,45.639583],[-96.835769,45.649648],[-96.760866,45.687518],[-96.745086,45.701576],[-96.662595,45.738682],[-96.641941,45.759871],[-96.627778,45.786239],[-96.583085,45.820024],[-96.574517,45.843098],[-96.561334,45.945655],[-96.57035,45.963595],[-96.57794,46.026874],[-96.559271,46.058272],[-96.554507,46.083978],[-96.557952,46.102442],[-96.56692,46.11475],[-96.563043,46.119512],[-96.571439,46.12572],[-96.56926,46.133686],[-96.579453,46.147601],[-96.577952,46.165843],[-96.587408,46.178164],[-96.584372,46.204155],[-96.59755,46.227733],[-96.598645,46.241626],[-96.590942,46.250183],[-96.59887,46.26069],[-96.595014,46.275135],[-96.60136,46.30413],[-96.599761,46.330386],[-96.619991,46.340135],[-96.618147,46.344295],[-96.629211,46.352654],[-96.644335,46.351908],[-96.646341,46.360982],[-96.655206,46.365964],[-96.658436,46.373391],[-96.666028,46.374566],[-96.669132,46.390037],[-96.680687,46.407383],[-96.688082,46.40788],[-96.701358,46.420584],[-96.703078,46.429467],[-96.718074,46.438255],[-96.715557,46.463232],[-96.73627,46.48138],[-96.737798,46.489785],[-96.733612,46.497224],[-96.737702,46.50077],[-96.738475,46.525793],[-96.744341,46.533006],[-96.743003,46.54294],[-96.74883,46.558127],[-96.744436,46.56596],[-96.746442,46.574078],[-96.772446,46.600129],[-96.774094,46.613288],[-96.78995,46.631531],[-96.790663,46.649112],[-96.798823,46.658071],[-96.792958,46.677427],[-96.784339,46.685054],[-96.790906,46.70297],[-96.779252,46.727429],[-96.784279,46.732993],[-96.781216,46.740944],[-96.787466,46.756753],[-96.784314,46.766973],[-96.796195,46.789881],[-96.795756,46.807795],[-96.801446,46.810401],[-96.80016,46.819664],[-96.787657,46.827817],[-96.789663,46.832306],[-96.779347,46.843672],[-96.781358,46.879363],[-96.768458,46.879563],[-96.767358,46.883663],[-96.773558,46.884763],[-96.776558,46.895663],[-96.759241,46.918223],[-96.761757,46.934663],[-96.78312,46.925482],[-96.79038,46.929398],[-96.791558,46.944464],[-96.797734,46.9464],[-96.798737,46.962399],[-96.821852,46.969372],[-96.82318,46.999965],[-96.834221,47.006671],[-96.829499,47.021537],[-96.818557,47.02778],[-96.821422,47.032842],[-96.819321,47.0529],[-96.824479,47.059682],[-96.818175,47.104193],[-96.827344,47.120144],[-96.824807,47.124968],[-96.831547,47.142017],[-96.822377,47.162744],[-96.829637,47.17497],[-96.826962,47.182802],[-96.838806,47.197894],[-96.832789,47.203911],[-96.838806,47.22502],[-96.832946,47.237588],[-96.83766,47.240876],[-96.835368,47.250428],[-96.841672,47.258164],[-96.838997,47.267716],[-96.842531,47.269531],[-96.844088,47.289981],[-96.832884,47.30449],[-96.841958,47.316907],[-96.835845,47.321014],[-96.835845,47.335914],[-96.852417,47.366241],[-96.848907,47.370565],[-96.852676,47.374973],[-96.846925,47.376891],[-96.840621,47.389881],[-96.845492,47.394179],[-96.844919,47.399815],[-96.863593,47.418775],[-96.85748,47.440457],[-96.859868,47.470926],[-96.85471,47.478281],[-96.85853,47.489934],[-96.851653,47.497098],[-96.851367,47.509037],[-96.866363,47.524893],[-96.85471,47.535973],[-96.859153,47.566355],[-96.853689,47.570381],[-96.856373,47.575749],[-96.851293,47.589264],[-96.856903,47.602329],[-96.855421,47.60875],[-96.873671,47.613654],[-96.871005,47.616832],[-96.879496,47.620576],[-96.882393,47.633489],[-96.888573,47.63845],[-96.882376,47.649025],[-96.88697,47.653049],[-96.887126,47.666369],[-96.895271,47.67357],[-96.899352,47.689473],[-96.908928,47.688722],[-96.907266,47.693976],[-96.920119,47.710383],[-96.923544,47.718201],[-96.919471,47.722515],[-96.932809,47.737139],[-96.928505,47.748037],[-96.934173,47.752412],[-96.939179,47.768397],[-96.9644,47.782995],[-96.957283,47.790147],[-96.966068,47.797297],[-96.975131,47.798326],[-96.980579,47.805614],[-96.979327,47.824533],[-96.986685,47.837639],[-96.998295,47.841724],[-96.998144,47.858882],[-97.005557,47.863977],[-97.002456,47.868677],[-97.023156,47.874978],[-97.019355,47.880278],[-97.024955,47.886878],[-97.019155,47.889778],[-97.024955,47.894978],[-97.020155,47.900478],[-97.024955,47.908178],[-97.017254,47.905678],[-97.015354,47.910278],[-97.023754,47.915878],[-97.018054,47.918078],[-97.035754,47.930179],[-97.036054,47.939379],[-97.054554,47.946279],[-97.052454,47.957179],[-97.061454,47.96358],[-97.053553,47.991612],[-97.064289,47.998508],[-97.066762,48.009558],[-97.063012,48.013179],[-97.072239,48.019107],[-97.068987,48.026267],[-97.072257,48.048068],[-97.097772,48.07108],[-97.103052,48.071669],[-97.099431,48.082106],[-97.105226,48.09044],[-97.104872,48.097851],[-97.109535,48.104723],[-97.123205,48.106648],[-97.120702,48.114987],[-97.131956,48.139563],[-97.141401,48.14359],[-97.138911,48.157793],[-97.146745,48.168556],[-97.141474,48.179099],[-97.146233,48.186054],[-97.134372,48.210434],[-97.136304,48.228984],[-97.141254,48.234668],[-97.135763,48.237596],[-97.138765,48.244991],[-97.127276,48.253323],[-97.131846,48.267589],[-97.11657,48.279661],[-97.12216,48.290056],[-97.128862,48.292882],[-97.122072,48.300865],[-97.132443,48.315489],[-97.127601,48.323319],[-97.134854,48.331314],[-97.131145,48.339722],[-97.147748,48.359905],[-97.140106,48.380479],[-97.145592,48.394195],[-97.135012,48.406735],[-97.142849,48.419471],[-97.1356,48.424369],[-97.139173,48.430528],[-97.134229,48.439797],[-97.137689,48.447583],[-97.132746,48.459942],[-97.144116,48.469212],[-97.141397,48.476256],[-97.144981,48.481571],[-97.140291,48.484722],[-97.138864,48.494362],[-97.148133,48.503384],[-97.153076,48.524148],[-97.150481,48.536877],[-97.163105,48.543855],[-97.160863,48.549236],[-97.152459,48.552326],[-97.158638,48.564067],[-97.149616,48.569876],[-97.14974,48.579516],[-97.142915,48.583733],[-97.143684,48.597066],[-97.137504,48.612268],[-97.132931,48.61338],[-97.130089,48.621166],[-97.125639,48.620919],[-97.125269,48.629694],[-97.108466,48.632658],[-97.111921,48.642918],[-97.100551,48.658614],[-97.102652,48.664793],[-97.097708,48.68395],[-97.118286,48.700573],[-97.116185,48.709348],[-97.136083,48.727763],[-97.139488,48.746611],[-97.151289,48.757428],[-97.147478,48.763698],[-97.154854,48.774515],[-97.157093,48.790024],[-97.163535,48.79507],[-97.165624,48.809627],[-97.180028,48.81845],[-97.177747,48.824815],[-97.181116,48.832741],[-97.173811,48.838309],[-97.175618,48.853105],[-97.187362,48.867598],[-97.185738,48.87222],[-97.197982,48.880341],[-97.197982,48.898332],[-97.210541,48.90439],[-97.211161,48.916649],[-97.217992,48.919735],[-97.218666,48.931781],[-97.224505,48.9341],[-97.232147,48.948955],[-97.230859,48.960891],[-97.239209,48.968684],[-97.237297,48.985696],[-97.230833,48.991303],[-97.229039,49.000687],[-95.153711,48.998903],[-95.15335,49.383079],[-95.126467,49.369439],[-95.058404,49.35317],[-95.014415,49.356405],[-94.988908,49.368897],[-94.957465,49.370186],[-94.854245,49.324154],[-94.816222,49.320987],[-94.824291,49.308834],[-94.82516,49.294283],[-94.797244,49.214284],[-94.797527,49.197791],[-94.773223,49.120733],[-94.750221,49.099763],[-94.750218,48.999992],[-94.718932,48.999991],[-94.683069,48.883929],[-94.684217,48.872399],[-94.692527,48.86895],[-94.693044,48.853392],[-94.685681,48.840119],[-94.701968,48.831778],[-94.704284,48.824284],[-94.694974,48.809206],[-94.694312,48.789352],[-94.690889,48.778066],[-94.651765,48.755913],[-94.645164,48.749975],[-94.645083,48.744143],[-94.61901,48.737374],[-94.58715,48.717599],[-94.549069,48.714653],[-94.533057,48.701262],[-94.452332,48.692444],[-94.438701,48.694889],[-94.416191,48.710948],[-94.384221,48.711806],[-94.342758,48.703382],[-94.308446,48.710239],[-94.290737,48.707747],[-94.260541,48.696381],[-94.251169,48.683514],[-94.254643,48.663888],[-94.250497,48.656654],[-94.224276,48.649527],[-94.091244,48.643669],[-94.065775,48.646104],[-94.035616,48.641018],[-94.006933,48.643193],[-93.944221,48.632294],[-93.91153,48.634673],[-93.840754,48.628548],[-93.824144,48.610724],[-93.806763,48.577616],[-93.811201,48.542385],[-93.818253,48.530046],[-93.794454,48.516021],[-93.656652,48.515731],[-93.643091,48.518294],[-93.628865,48.53121],[-93.612844,48.521876],[-93.60587,48.522472],[-93.594379,48.528793],[-93.547191,48.528684],[-93.467504,48.545664],[-93.460798,48.550552],[-93.456675,48.561834],[-93.465199,48.590659],[-93.438494,48.59338],[-93.405269,48.609344],[-93.395022,48.603303],[-93.371156,48.605085],[-93.362132,48.613832],[-93.35324,48.613378],[-93.349095,48.624935],[-93.254854,48.642784],[-93.207398,48.642474],[-93.178095,48.623339],[-93.088438,48.627597],[-92.984963,48.623731],[-92.954876,48.631493],[-92.95012,48.630419],[-92.949839,48.608269],[-92.929614,48.606874],[-92.909947,48.596313],[-92.894687,48.594915],[-92.728046,48.53929],[-92.657881,48.546263],[-92.634931,48.542873],[-92.625739,48.518189],[-92.631117,48.508252],[-92.627237,48.503383],[-92.636696,48.499428],[-92.654039,48.501635],[-92.661418,48.496557],[-92.698824,48.494892],[-92.712562,48.463013],[-92.687998,48.443889],[-92.656027,48.436709],[-92.507285,48.447875],[-92.475585,48.418793],[-92.456325,48.414204],[-92.456389,48.401134],[-92.47675,48.37176],[-92.469948,48.351836],[-92.437825,48.309839],[-92.416285,48.295463],[-92.369174,48.220268],[-92.336831,48.235383],[-92.269742,48.248241],[-92.273706,48.256747],[-92.294541,48.27156],[-92.292999,48.276404],[-92.301451,48.288608],[-92.294527,48.306454],[-92.306309,48.316442],[-92.304561,48.322977],[-92.295412,48.323957],[-92.288994,48.342991],[-92.26228,48.354933],[-92.222813,48.349203],[-92.216983,48.345114],[-92.206803,48.345596],[-92.203684,48.352063],[-92.178418,48.351881],[-92.177354,48.357228],[-92.145049,48.365651],[-92.143583,48.356121],[-92.083513,48.353865],[-92.077961,48.358253],[-92.055228,48.359213],[-92.045734,48.347901],[-92.046562,48.33474],[-92.037721,48.333183],[-92.030872,48.325824],[-92.000133,48.321355],[-92.01298,48.297391],[-92.006577,48.265421],[-91.989545,48.260214],[-91.976903,48.244626],[-91.971056,48.247667],[-91.971779,48.252977],[-91.954432,48.251678],[-91.952209,48.244394],[-91.957683,48.242683],[-91.957798,48.232989],[-91.941838,48.230602],[-91.915772,48.238871],[-91.89347,48.237699],[-91.884691,48.227321],[-91.867882,48.219095],[-91.864382,48.207031],[-91.815772,48.211748],[-91.809038,48.206013],[-91.79181,48.202492],[-91.789011,48.196549],[-91.756637,48.205022],[-91.749075,48.198844],[-91.741932,48.199122],[-91.742313,48.204491],[-91.714931,48.19913],[-91.711611,48.1891],[-91.721413,48.180255],[-91.724584,48.170657],[-91.705318,48.170775],[-91.70726,48.153661],[-91.698174,48.141643],[-91.699981,48.13184],[-91.712226,48.116883],[-91.703524,48.113548],[-91.682845,48.122118],[-91.687623,48.111698],[-91.676876,48.107264],[-91.665208,48.107011],[-91.653261,48.114137],[-91.653571,48.109567],[-91.640175,48.096926],[-91.559272,48.108268],[-91.552962,48.103012],[-91.569746,48.093348],[-91.575471,48.066294],[-91.575672,48.048791],[-91.567254,48.043719],[-91.488646,48.068065],[-91.45033,48.068806],[-91.437582,48.049248],[-91.429642,48.048608],[-91.391128,48.057075],[-91.370872,48.06941],[-91.365143,48.066968],[-91.340159,48.073236],[-91.332589,48.069331],[-91.26638,48.078713],[-91.214428,48.10294],[-91.190461,48.124891],[-91.183207,48.122235],[-91.176181,48.125811],[-91.137733,48.14915],[-91.139402,48.154738],[-91.092258,48.173101],[-91.082731,48.180756],[-91.024208,48.190072],[-90.976955,48.219452],[-90.914971,48.230603],[-90.88548,48.245784],[-90.875107,48.237784],[-90.847352,48.244443],[-90.839176,48.239511],[-90.836313,48.176963],[-90.832589,48.173765],[-90.821115,48.184709],[-90.817698,48.179569],[-90.804207,48.177833],[-90.796596,48.159373],[-90.777917,48.163801],[-90.778031,48.148723],[-90.79797,48.136894],[-90.787305,48.134196],[-90.789919,48.129902],[-90.76911,48.116585],[-90.761555,48.100133],[-90.751608,48.090968],[-90.641596,48.103515],[-90.626886,48.111846],[-90.59146,48.117546],[-90.582217,48.123784],[-90.55929,48.121683],[-90.555845,48.117069],[-90.569763,48.106951],[-90.567482,48.101178],[-90.556838,48.096008],[-90.487077,48.099082],[-90.467712,48.108818],[-90.438449,48.098747],[-90.403219,48.105114],[-90.374542,48.090942],[-90.367658,48.094577],[-90.344234,48.094447],[-90.330052,48.102399],[-90.312386,48.1053],[-90.289337,48.098993],[-90.224692,48.108148],[-90.188679,48.107947],[-90.176605,48.112445],[-90.136191,48.112136],[-90.116259,48.104303],[-90.073873,48.101138],[-90.023595,48.084708],[-90.015057,48.067188],[-90.008446,48.068396],[-89.997852,48.057567],[-89.99305,48.028404],[-89.97718,48.023501],[-89.968255,48.014482],[-89.954605,48.011516],[-89.95059,48.015901],[-89.934489,48.015628],[-89.915341,47.994866],[-89.897414,47.987599],[-89.873286,47.985419],[-89.868153,47.989898],[-89.847571,47.992442],[-89.842568,48.001368],[-89.830385,48.000284],[-89.820483,48.014665],[-89.797744,48.014505],[-89.763967,48.022969],[-89.724048,48.018996],[-89.721038,48.017965],[-89.724044,48.013675],[-89.716114,48.016441],[-89.716417,48.010251],[-89.702528,48.006325],[-89.673798,48.01151],[-89.667128,48.007421],[-89.657051,48.009954],[-89.649057,48.003853],[-89.617867,48.010947],[-89.611678,48.017529],[-89.607821,48.006566],[-89.594749,48.004332],[-89.582117,47.996314],[-89.564288,48.00293],[-89.489226,48.014528],[-89.495344,48.002356],[-89.541521,47.992841],[-89.551555,47.987305],[-89.555015,47.974849],[-89.572315,47.967238],[-89.58823,47.9662],[-89.611412,47.980731],[-89.624559,47.983153],[-89.631825,47.980039],[-89.640129,47.96793],[-89.638285,47.954275],[-89.697619,47.941288],[-89.793539,47.891358],[-89.85396,47.873997],[-89.87158,47.874194],[-89.923649,47.862062],[-89.930844,47.857723],[-89.92752,47.850825],[-89.933899,47.84676],[-89.974296,47.830514],[-90.072025,47.811105],[-90.075559,47.803303],[-90.1168,47.79538],[-90.16079,47.792807],[-90.178755,47.786414],[-90.187636,47.77813],[-90.248794,47.772763],[-90.323446,47.753771],[-90.332686,47.746387],[-90.437712,47.731612],[-90.441912,47.726404],[-90.458365,47.7214],[-90.537105,47.703055],[-90.551291,47.690266],[-90.735927,47.624343],[-90.86827,47.5569],[-90.907494,47.532873],[-90.914247,47.522639],[-90.939072,47.514532],[-91.032945,47.458236],[-91.045646,47.456525],[-91.097569,47.413888],[-91.128131,47.399619],[-91.146958,47.381464],[-91.156513,47.378816],[-91.188772,47.340082],[-91.238658,47.304976],[-91.262512,47.27929],[-91.288478,47.26596],[-91.326019,47.238993],[-91.357803,47.206743],[-91.418805,47.172152],[-91.477351,47.125667],[-91.497902,47.122579],[-91.518793,47.108121],[-91.573817,47.089917],[-91.591508,47.068684],[-91.626824,47.049953],[-91.644564,47.026491],[-91.666477,47.014297],[-91.704649,47.005246],[-91.780675,46.945881],[-91.806851,46.933727],[-91.841349,46.925215],[-91.883238,46.905728],[-91.914984,46.883836],[-91.952985,46.867037],[-92.094089,46.787839],[-92.088289,46.773639],[-92.06449,46.745439],[-92.025789,46.710839],[-92.01529,46.706469],[-92.020289,46.704039],[-92.03399,46.708939],[-92.08949,46.74924],[-92.10819,46.74914],[-92.13789,46.73954],[-92.14329,46.73464],[-92.141291,46.72524],[-92.146291,46.71594],[-92.167291,46.719941],[-92.189091,46.717541],[-92.204691,46.704041]]]},\"properties\":{\"name\":\"Minnesota\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f0e4b07f02db5ee097","contributors":{"authors":[{"text":"Carlson, George H.","contributorId":95507,"corporation":false,"usgs":true,"family":"Carlson","given":"George","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":188644,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gunard, Kurt T.","contributorId":29373,"corporation":false,"usgs":true,"family":"Gunard","given":"Kurt","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":188643,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":21352,"text":"ofr79998 - 1979 - Major and trace element data with partition coefficients for lava flows from the San Francisco volcanic field","interactions":[],"lastModifiedDate":"2024-06-03T16:47:13.599564","indexId":"ofr79998","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-998","title":"Major and trace element data with partition coefficients for lava flows from the San Francisco volcanic field","docAbstract":"

Major and trace element data from San Francisco Mountain (a stratovolcano), as well as major element data from representative flows of the surrounding volcanic field (figure 1), are presented in this report. Also included are conventional and normalized partition coefficients for trace elements in each of the coexisting mineral phases and mesostasis from San Francisco Mountain lavas.

The San Francisco Mountain lavas are from the upper portion of the southeast slope of Humphreys Peak which is composed of three petrographically distinct types: (1) a lower series of hornblende pyroxene andesites, (2) a middle group of hypersthene dacites, and (3) an upper series of olivine andesites. The sequence of volcanic flows was measured and analyzed for the major elements and fifteen trace elements Sc, V, Cr, Cq Ni, Cu, Zn, Ga, Sr, Y, Zr, Ba, La, Ce, and Yb) in each of the coexisting mineral phases, groundmass and bulk rock. The constituent mineral phases (not all are present in every sample) are plagioclase, hypersthene, augite, hornblende, olivine, magnetite, and ilmenite/hematite.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79998","usgsCitation":"Wenrich-Verbeek, K.J., 1979, Major and trace element data with partition coefficients for lava flows from the San Francisco volcanic field: U.S. Geological Survey Open-File Report 79-998, i, 268 p., https://doi.org/10.3133/ofr79998.","productDescription":"i, 268 p.","costCenters":[],"links":[{"id":429456,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0998/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155424,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0998/report-thumb.jpg"}],"country":"United States","state":"Arizona","city":"Flagstaff","otherGeospatial":"San Francisco volcanic field","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -112.09250118529651,\n 35.65327827769994\n ],\n [\n -112.09250118529651,\n 35.18141167467013\n ],\n [\n -111.29298982513484,\n 35.18141167467013\n ],\n [\n -111.29298982513484,\n 35.65327827769994\n ],\n [\n -112.09250118529651,\n 35.65327827769994\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64973d","contributors":{"authors":[{"text":"Wenrich-Verbeek, Karen J.","contributorId":101662,"corporation":false,"usgs":true,"family":"Wenrich-Verbeek","given":"Karen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":184271,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10283,"text":"ofr791569 - 1979 - Investigations needed to stimulate the development of Jordan's mineral resources","interactions":[],"lastModifiedDate":"2014-05-23T15:50:06","indexId":"ofr791569","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1569","title":"Investigations needed to stimulate the development of Jordan's mineral resources","docAbstract":"

The level of living that any society can attain is a direct function of the use it makes of all kinds of raw materials (soil, water, metals, nonmetals, etc.), all kinds of energy (both animate and inanimate), and all kinds of human ingenuity; and is an inverse function of the size of the population that must share the collective product. The relation between raw materials, energy and ingenuity is such that use of a large amount of one may offset the need for large amounts of others. The most vital raw materials are water, soil, and construction materials, for these are needed in large quantities and are hard to import. Metals, chemicals, and inanimate energy are necessary for industrialization. The more of these minerals a nation possess, the better, but not nation can hope to be self-sufficient in all of the m and therefore must trade for some essential materials.

\n
\n

Jordan’s natural resources have been little explored. The grantitc-metamorphic terrane in the southeastern part of the Kingdom could contain deposits of tungsten, rare earths, feldspar, mica, fluorite etc. and the sedimentary terrane over much of the rest of the county is favorable for the occurrence of oil. Even if none of these minerals is found, however, Jordan’s other mineral resource, if fully explored and developed in the light of modern technology, will support a far higher level of living than her people now enjoy. Very likely she can increase her rainfall by about 10 percent by cloud seeding, and she undeveloped supplies in both surface and ground water that are sufficient to nearly double her usable water supply. Even if she does not have oil or have it in large quantities, she can buy it cheaply from neighboring counties, and in addition has undeveloped sources of hydroelectric power, large reserves of bituminous limestone, large reserves of nuclear power as uranium in phosphate rock, and can use solar and wind power for special purposes. Her large supplies of construction, fertilizer, and other chemical raw materials will not only satisfy her own needs, but will yield both raw materials and some manufactured products for export. And she has valuable resource of touristic interest in the form of incomparable scenery, antiquities, and holy places, which, if properly advertised, could well become her largest single source of foreign currency. Revenues obtained from this source and from the export of agricultural products, nonmetallic minerals, and mineral products should support foreign oil purchase of oil, machinery, and other products not mined or produced internally.

\n
\n

Full development of Jordan’s economic potential will take years to achieve and involves many complex activities. One of the most essential is one that can be pressed in the early years, namely the gathering of facts and basic data concerning the character, extent, and distribution of her resources, and the uses that can be made of them. Without each fundamental data or the understanding of their meaning or the ways to use and apply them, costly developmental projects and similar efforts to raise the level of living are likely to have limited success at best.

\n
\n

Basic data and mineral resources are best gathered and published by permanent government agencies, for private organizations and individual cannot afford to take the risks involved in gathering data that may not have an immediate economic return; and even if private parties do collect such data they are not likely to make them general available.

\n
\n

Of the activities needed in the field of mineral resources, some are already underway as the established function of government agencies. No bureau however, seems to have responsibility for making geologic maps and for gathering data on such things as steam flow, composition and properties of minerals and rocks, or for investigating the uses to which Jordan’s minerals might be put. To satisfy these needs, a Geological Survey and a Bureau of Mineral Industries should be formed and placed in operation as quickly as possible.

\n
\n

The task of collecting and interpreting basic data or mineral resources must be done largely by Jordanians, for only in this way will Jordan acquire the technical competence needed to use the information. Few Jordanians have enough training or experience to work independently in these fields now, however, so help from outside technicians would be necessary over an initial training period of several years. But the number of outside technicians should never exceed the number of Jordanian technicians, and for this reason, neither organization could have a staff of more than a few people during the early years of operation.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791569","collaboration":"Prepared under the auspices of the Government of Jordan and the International Cooperation Administration U.S. Department of State","usgsCitation":"McKelvey, V., 1979, Investigations needed to stimulate the development of Jordan's mineral resources: U.S. Geological Survey Open-File Report 79-1569, Report: iii, 164 p.; 1 Plate: 10.46 x 5.13 inches, https://doi.org/10.3133/ofr791569.","productDescription":"Report: iii, 164 p.; 1 Plate: 10.46 x 5.13 inches","numberOfPages":"173","costCenters":[],"links":[{"id":143390,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1569/report-thumb.jpg"},{"id":275694,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1569/report.pdf"},{"id":275695,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1569/plate-1.pdf"}],"country":"Jordan","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 34.9583,29.185 ], [ 34.9583,33.3747 ], [ 39.3012,33.3747 ], [ 39.3012,29.185 ], [ 34.9583,29.185 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667597","contributors":{"authors":[{"text":"McKelvey, V.E.","contributorId":85161,"corporation":false,"usgs":true,"family":"McKelvey","given":"V.E.","email":"","affiliations":[],"preferred":false,"id":161134,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28502,"text":"wri78112 - 1979 - Water resources of the Port Madison Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2019-05-14T13:41:25","indexId":"wri78112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-112","title":"Water resources of the Port Madison Indian Reservation, Washington","docAbstract":"

The study summarized in this report was made to provide Suquamish Tribal leaders with information on the reservation's surface- and ground-water resources. The Tribal leaders need this information to help them manage and protect their water resources against overdevelopment. The quantity of ground water that is estimated to be available for withdrawal on a long-term basis is about 600 million gallons per year in the western part of the reservation and 400 million gallons per year in the eastern part of the reservation. It should be possible, economically and practically, to capture at least 40 percent of this ground water with properly constructed and located wells before it is discharged into the sea. This is enough water to supply at least 5,000 and 3,500 people with domestic water in these respective areas—about four times the present population.

Of nine stream sites that were studied on and near the reservation, the lowest average streamflows for a 7-day period estimated to occur an average of once in 2 years were 1.3 cubic feet per second or less. Streams at three of the sites have been observed dry at least once. The short period of data collection during this study limits the accuracy of statistical estimates of low flows.

Both surface and ground water were found to be of good quality with no unusual or harmful constituents; there was no evidence of major pollution in 1977. In the future, seawater intrusion into the ground-water system and pollution of the surface water by improperly treated sewage waste water could become problems.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78112","collaboration":"Prepared in cooperation with Suquamish Tribal Council","usgsCitation":"Lum, W.E., 1979, Water resources of the Port Madison Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 78-112, Report: vi, 73 p.; 1 Plate: 22.45 x 21.71 inches, https://doi.org/10.3133/wri78112.","productDescription":"Report: vi, 73 p.; 1 Plate: 22.45 x 21.71 inches","costCenters":[],"links":[{"id":363782,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0112/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363783,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0112/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159614,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0112/report-thumb.jpg"}],"datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Washington","otherGeospatial":"Port Madison Indian Reservation","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.625,\n 47.70694444\n ],\n [\n -122.45833333,\n 47.70694444\n ],\n [\n -122.45833333,\n 47.79166667\n ],\n [\n -122.625,\n 47.79166667\n ],\n [\n -122.625,\n 47.70694444\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602b58","contributors":{"authors":[{"text":"Lum, W. E. II","contributorId":81504,"corporation":false,"usgs":true,"family":"Lum","given":"W.","suffix":"II","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199921,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9535,"text":"ofr79679 - 1979 - Water quality in the Merced River above and below the El Portal sewage treatment plant near Yosemite National Park, California, 1975-77","interactions":[],"lastModifiedDate":"2022-07-08T19:07:02.38854","indexId":"ofr79679","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-679","title":"Water quality in the Merced River above and below the El Portal sewage treatment plant near Yosemite National Park, California, 1975-77","docAbstract":"

A study was made to evaluate the effects that treated sewage has on some characteristics of water quality in a reach of the Merced River near Yosemite National Park. Streamflow and water-quality data were collected from July through October 1975 and from July through November 1977 at five stations on the river and at an auxiliary station on the South Fork of the Merced River before and after a sewage treatment plant near El Portal began discharging treated effluent into the river in January 1977. Data collected in 1977 coincided with drought conditions in the Merced River drainage basin.

On-site measurements included streamflow, water temperature, specific conductance, pH, total alkalinity, and dissolved oxygen. Diel measurements were made at selected stations to determine the daily fluctuations of dissolved oxygen, temperature, alkalinity, pH, and specific conductance. Water samples were analyzed for nitrogen, phosphorus, and silica. Periphyton samples were collected from artificial substrates for taxonomic and biomass determinations.

Chemical analyses of water for plant nutrients indicated (1) an increase in the concentration of inorganic nitrogen immediately below the treated sewage effluent, (2) uniformly low phosphorus concentrations above and below the effluent, and (3) silica concentrations above and below the effluent greatly exceeding the minimum concentrations required for diatom growth and production. Diel measurements of dissolved oxygen in the reach below the effluent showed substantial sag during the night with supersaturation during the day, indicating considerable in-stream primary production. Measured and observed periphyton growth suggest that sufficient quantities of plant nutrients were available to support periphytic diatom blooms in the Merced River prior to the operation of the treatment plant during near-normal flow conditions. Nutrient availability was also sufficient to support both periphytic diatom and green-algal blooms above and below the treated sewage effluent during drought conditions. Greatest algal production was observed in early autumn

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79679","collaboration":"Prepared in collaboration with the National Park Service","usgsCitation":"Hoffman, R., 1979, Water quality in the Merced River above and below the El Portal sewage treatment plant near Yosemite National Park, California, 1975-77: U.S. Geological Survey Open-File Report 79-679, v, 66 p., https://doi.org/10.3133/ofr79679.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":142826,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0679/report-thumb.jpg"},{"id":403294,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0679/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"El Portal sewage treatment plant, Merced River, Yosemite National Park","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.79148864746095,\n 37.6718643732763\n ],\n [\n -119.77552413940428,\n 37.6718643732763\n ],\n [\n -119.77552413940428,\n 37.67784259082313\n ],\n [\n -119.79148864746095,\n 37.67784259082313\n ],\n [\n -119.79148864746095,\n 37.6718643732763\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9a97","contributors":{"authors":[{"text":"Hoffman, Ray J.","contributorId":53770,"corporation":false,"usgs":true,"family":"Hoffman","given":"Ray J.","affiliations":[],"preferred":false,"id":159851,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8222,"text":"ofr79414 - 1979 - Ground-water resources of Monroe County, Pennsylvania","interactions":[{"subject":{"id":8222,"text":"ofr79414 - 1979 - Ground-water resources of Monroe County, Pennsylvania","indexId":"ofr79414","publicationYear":"1979","noYear":false,"title":"Ground-water resources of Monroe County, Pennsylvania"},"predicate":"SUPERSEDED_BY","object":{"id":70047444,"text":"70047444 - 1979 - Geology and groundwater resources of Monroe County, Pennsylvania","indexId":"70047444","publicationYear":"1979","noYear":false,"title":"Geology and groundwater resources of Monroe County, Pennsylvania"},"id":1}],"supersededBy":{"id":70047444,"text":"70047444 - 1979 - Geology and groundwater resources of Monroe County, Pennsylvania","indexId":"70047444","publicationYear":"1979","noYear":false,"title":"Geology and groundwater resources of Monroe County, Pennsylvania"},"lastModifiedDate":"2018-04-09T13:37:26","indexId":"ofr79414","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-414","title":"Ground-water resources of Monroe County, Pennsylvania","docAbstract":"

Monroe County is on the eastern border of Pennsylvania and includes much of the area popularly called the Poconos. It is an area long used for outdoor recreation and includes a part of the Delaware Water Gap National Recreation Area.

Water resources in the county are derived from precipitation. The Lehigh and Delaware Rivers, bordering the northwestern and southeastern parts, respectively, are the drains for surface-water and ground-water discharge and are essentially unused for water supply.

Water budgets were calculated for average conditions when annual precipitation is 45 in. Sixty percent of this or 27 in. runs off and 65 percent of that runoff or 17 in. moves through the ground-water reservoir. Evapotranspiration varies little between wet and dry years and averages 18 in.

Bedrock consists of Silurian and Devonian sedimentary rocks, which are intensely deformed by folding in the southeastern third of the county and are moderately deformed in the remainder. During the Pleistocene Epoch, glaciers repeatedly advanced across most of the county. The last of these advances deposited a terminal moraine that extends across the southwestern part of the county. The glaciers eroded pre-existing deposits, veneered the upland, and filled valleys with unconsolidated deposits that changed surface-water drainage and altered ground-water gradients.

Water occurs in fractures and solution openings in the consolidated rocks and in intergranular openings in the unconsolidated rocks and weathered calcareous sandstones. Water that reaches the water table moves down the hydraulic gradient to points of discharge, moving both laterally and vertically away from ground-water divides and toward streams. The thickness of the fresh-water system is 800 ft or more, but little water is yielded to wells by aquifers more than 500 ft below land surface. Ground-water recharge is 600 to 650 (gal/min)/mi2; and about 1.6 billion gallons per square mile is stored in the ground-water reservoir.

Currently the most productive wells are in consolidated-rock aquifers; however, specific-capacity data suggest that wells in the unconsolidated deposits have potentially larger yields. Well yield is affected primarily by the distribution, size, and interconnection of the water-bearing openings and by topographic location, available recharge, well-depth, location within the flow system, pumping rate and duration of pumping, and interference from other pumping wells. Potential yields of properly located, drilled, and developed wells have been calculated for the aquifers. The median yields calculated from specific capacity data from the unconsolidated deposits, are 200 gal/min; from the Bloomsburg Formation, 100 gal/min; and from the Poplar Gap Member of the Catskill Formation, 70 gal/min. Median yields of the other units range from 15 to 40 gal/min. In general, enough water for domestic use can be obtained throughout the county. Large-scale development and consumptive use of the ground water will diminish baseflow of the streams.

The temperature of water measured in wells ranges from 44° to 57°F and is largely dependent on altitude of the land surface and depth to the producing zone. Hardness of water in the noncarbonate rocks averages 3 to 4 grains per gallon, or about half that of the carbonate rocks. Water from most of the bedrock aquifers is low in dissolved solids, acidic, and soft. In carbonate rocks, the water tends to be hard and slightly alkaline. Excessive amounts of iron and manganese are encountered in water from the unconsolidated deposits and, locally, from the Catskill and Shawangunk Formations.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79414","collaboration":"Prepared in cooperation with the Topographic and Geologic Survey, Pennsylvania Department of Environmental Resources","usgsCitation":"Carswell, L.D., and Lloyd, O.B., 1979, Ground-water resources of Monroe County, Pennsylvania: U.S. Geological Survey Open-File Report 79-414, Report: 100 p.; 2 Plates: 53.19 x 41.58 inches and 56.43 x 41.52 inches, https://doi.org/10.3133/ofr79414.","productDescription":"Report: 100 p.; 2 Plates: 53.19 x 41.58 inches and 56.43 x 41.52 inches","costCenters":[],"links":[{"id":353263,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0414/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":353264,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0414/figure-2.pdf","text":"Figure 2","linkFileType":{"id":1,"text":"pdf"}},{"id":353265,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0414/figure-3.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}},{"id":141330,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0414/report-thumb.jpg"}],"scale":"48000","country":"United States","state":"Pennsylvania","county":"Monroe County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.75,\n 40.75\n ],\n [\n -74.9,\n 40.75\n ],\n [\n -74.9,\n 41.3\n ],\n [\n -75.75,\n 41.3\n ],\n [\n -75.75,\n 40.75\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d6ad","contributors":{"authors":[{"text":"Carswell, Louis D.","contributorId":17259,"corporation":false,"usgs":true,"family":"Carswell","given":"Louis","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":157368,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lloyd, Orville B. Jr.","contributorId":47639,"corporation":false,"usgs":true,"family":"Lloyd","given":"Orville","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":157367,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30373,"text":"wri7988 - 1979 - Nonpoint-source discharges in Pequea Creek Basin, Pennsylvania, 1977","interactions":[],"lastModifiedDate":"2017-06-07T12:28:12","indexId":"wri7988","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-88","title":"Nonpoint-source discharges in Pequea Creek Basin, Pennsylvania, 1977","docAbstract":"

A study of Pequea Creek included measurement of streamflow and collection of water and bottom-material samples during selected base-flow and storm periods from February to December 1977. Samples were analyzed for nitrogen and phosphorus species, suspended sediment, organic carbon, and pesticides. Daily mean constituent concentrations and discharges transported from the basin were computed for a gaging station near the mouth. Intermittent constituent mean concentrations and discharges were computed for storms at the six subbasin sites.

\n

The objective of this project was to assess the magnitudes and types of nonpoint discharges that affect the water quality of Pequea Creek. The project included the determination of (1) the total discharges of suspended sediment, nitrogen, and phosphorus from the basin; (2) intermittent storm and base-flow discharges from six subbasin sites of varying size, geology, and land use; (3) the difference in magnitudes of the discharges during base-flow periods and storms; and (4) which variables most affect the transport of these constituents.

\n

The yields measured from the Pequea Creek basin for the period February to December 1977 were among the highest measured in the lower Susquehanna River basin. Some preliminary relations between constituents were examined using linear regression techniques on all of the data for each site. Direct runoff transported the majority of the suspended sediment, total phosphorus, and suspended organic carbon from the basin; the other constituents were transported mainly during base flow. (USGS).

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7988","usgsCitation":"Ward, J.R., and Eckhardt, D.A., 1979, Nonpoint-source discharges in Pequea Creek Basin, Pennsylvania, 1977: U.S. Geological Survey Water-Resources Investigations Report 79-88, v, 110 p., https://doi.org/10.3133/wri7988.","productDescription":"v, 110 p.","numberOfPages":"119","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":159694,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/WRI7988.jpg"},{"id":320774,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0088/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Pequea Creek Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.60354614257812,\n 39.53158493558717\n ],\n [\n -76.60354614257812,\n 40.142139942215415\n ],\n [\n -75.83862304687499,\n 40.142139942215415\n ],\n [\n -75.83862304687499,\n 39.53158493558717\n ],\n [\n -76.60354614257812,\n 39.53158493558717\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6991d5","contributors":{"authors":[{"text":"Ward, Janice R.","contributorId":79930,"corporation":false,"usgs":true,"family":"Ward","given":"Janice","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203146,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eckhardt, David A. daeckhar@usgs.gov","contributorId":1079,"corporation":false,"usgs":true,"family":"Eckhardt","given":"David","email":"daeckhar@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":203145,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8260,"text":"ofr791483 - 1979 - Field verification of reconstructed dam-break flood, Laurel Run, Pennsylvania","interactions":[],"lastModifiedDate":"2014-03-25T08:23:07","indexId":"ofr791483","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1483","title":"Field verification of reconstructed dam-break flood, Laurel Run, Pennsylvania","docAbstract":"A one-dimensional dam-break flood routing model is verified by \nusing observed data on the flash flood resulting from the failure of \nLaurel Run Reservoir Dam near Johnstown, Pennsylvania. The model has \nbeen developed on the basis of an explicit scheme of the characteristics \nmethod with specified time intervals. The model combines one of the characteristic \nequations with the Rankine-Hugoniot shock equations to trace the \ncorresponding characteristic backward to the known state for solving the \ndepth and velocity of flow at the wave front. The previous version of \nthe model has called for a modification of the method of solution to \novercome the computational difficulty at the narrow breach and at any \ngeomorphological constraints where channel geometry changes rapidly. \nThe large reduction in the computational inaccuracies and oscillations \nwas achieved by introducing the actual \"storage width\" in the equation of \ncontinuity and the imaginary \"conveyance width\" in the equation of motion. \nClose agreement between observed and computed peak stages at several stations \ndownstream of the dam strongly suggests the validity and applicability of \nthe model. However, small numerical noise appearing in the computed stage \nand discharge hydrographs at the dam site as well as discrepancy of attenuated \npeaks in the discharge hydrographs indicate the need for further model \nimprovement.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Harrisburg, PA","doi":"10.3133/ofr791483","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources, Bureau of Water Quality Management","usgsCitation":"Chen, C., and Armbruster, J.T., 1979, Field verification of reconstructed dam-break flood, Laurel Run, Pennsylvania: U.S. Geological Survey Open-File Report 79-1483, iv, 37 p., https://doi.org/10.3133/ofr791483.","productDescription":"iv, 37 p.","numberOfPages":"49","costCenters":[],"links":[{"id":281980,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr791483.png"},{"id":284491,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1483/report.pdf"}],"country":"United States","state":"Pennsylvania","city":"Johnstown","otherGeospatial":"Laurel Run","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -78.95964,40.350037 ], [ -78.95964,40.460469 ], [ -78.849602,40.460469 ], [ -78.849602,40.350037 ], [ -78.95964,40.350037 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd594ce4b0b290850f8a14","contributors":{"authors":[{"text":"Chen, Cheng-lung","contributorId":30752,"corporation":false,"usgs":true,"family":"Chen","given":"Cheng-lung","email":"","affiliations":[],"preferred":false,"id":157442,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Armbruster, Jeffrey T.","contributorId":37707,"corporation":false,"usgs":true,"family":"Armbruster","given":"Jeffrey","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":157443,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9615,"text":"ofr79514 - 1979 - Summary of hydrologic data collected during 1977 in Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:06:15","indexId":"ofr79514","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-514","title":"Summary of hydrologic data collected during 1977 in Dade County, Florida","docAbstract":"During 1977 rainfall was 1.52 inches above the long-term average in Dade County, Fla. Ground-water levels ranged from 0.3 foot above to 0.1 foot below average. The highest and lowest ground-water levels for the year were 1 foot below and 1 foot above their long-term average. In the Hialeah-Miami Springs area , water levels in wells near the centers of the heaviest pumping ranged from 7.2 to 11.9 feet below mean sea level, 1929; and in the Southwest well-field area, ground-water levels near the centers of pumping ranged from 1.0 foot above to 1.5 feet below mean sea level. In 1977 the combined average daily discharge from nine major streams and canals that flow eastward into tidal waters was 1,712 cubic feet per second (cfs), 46 cfs above the combined average daily flow for 1976. The combined average daily flow through the Tamiami Canal outlets was 582 cfs, 201 cfs above that of 1976. The 1977 position of the salt front in the coastal part of the Biscayne aquifer was about the same as in 1976, except south of Homestead Air Force Base where the salt front had encroached farther inland. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79514","usgsCitation":"Hull, J.E., 1979, Summary of hydrologic data collected during 1977 in Dade County, Florida: U.S. Geological Survey Open-File Report 79-514, vii, 116 p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr79514.","productDescription":"vii, 116 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":141737,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699190","contributors":{"authors":[{"text":"Hull, John E.","contributorId":15616,"corporation":false,"usgs":true,"family":"Hull","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159999,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28463,"text":"wri78125 - 1979 - Hydrologic data from urban watersheds in the Tampa Bay area, Florida","interactions":[],"lastModifiedDate":"2019-08-05T09:46:54","indexId":"wri78125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-125","title":"Hydrologic data from urban watersheds in the Tampa Bay area, Florida","docAbstract":"Hydrologic data are being collected in 10 urbanized watersheds located in the Tampa Bay area, Florida. The gaged watersheds have impervious areas that range from 19 percent for a residential watershed in north Tampa to nearly 100 percent for a downtown Tampa watershed. Land-use types, including roads, residential, commercial, industrial, institutional, recreational , and open space, have been determined for each watershed. Rainfall and storm runoff data collected since 1971 for one site and since 1975 for six other sites through September 1976, have been processed. These data are recorded at 5-minute intervals and are stored in the U. S. Geological Survey WATSTORE unit values file. Daily rainfall at 12 sites and daily pan evaporation at one site have been stored in the WATSTORE daily values file. Chemical and biological analyses of storm runoff for six sites, base flow for seven sites, and analyses of bottom material for seven sites are also stored in the WATSTORE water-quality files. Rainfall and storm runoff for selected storms, daily rainfall, and daily pan-evaporation data are summarized in this report. Water-quality analyses of all water-quality samples also are listed. (Woodard-USGS).","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78125","usgsCitation":"Lopez, M., and Michaelis, D., 1979, Hydrologic data from urban watersheds in the Tampa Bay area, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-125, v, 51 p. , https://doi.org/10.3133/wri78125.","productDescription":"v, 51 p. ","costCenters":[],"links":[{"id":366182,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0125/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159306,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0125/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Tampa Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.7435302734375,\n 27.566721430409707\n ],\n [\n -82.3699951171875,\n 27.566721430409707\n ],\n [\n -82.3699951171875,\n 28.04289477256162\n ],\n [\n -82.7435302734375,\n 28.04289477256162\n ],\n [\n -82.7435302734375,\n 27.566721430409707\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db6076c2","contributors":{"authors":[{"text":"Lopez, Miguel A.","contributorId":32202,"corporation":false,"usgs":true,"family":"Lopez","given":"Miguel A.","affiliations":[],"preferred":false,"id":199844,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Michaelis, D.M.","contributorId":44896,"corporation":false,"usgs":true,"family":"Michaelis","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":199845,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9913,"text":"ofr791657 - 1979 - Geology, geochronology, and potential volcanic hazards in the Lava Ridge-Hells Half Acre area, eastern Snake River Plain, Idaho","interactions":[],"lastModifiedDate":"2022-09-16T19:12:40.384546","indexId":"ofr791657","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1657","title":"Geology, geochronology, and potential volcanic hazards in the Lava Ridge-Hells Half Acre area, eastern Snake River Plain, Idaho","docAbstract":"The evaluation of volcanic hazards for the proposed Safety Test Reactor Facility (STF) at the Argonne National Laboratory-West (ANLW) site, Idaho National Engineering Laboratory (INEL), Idaho, involves an analysis of the geology of the Lava Ridge-Hells Half Acre area and of K-At age determinations on lava flows in cored drill holes. The ANLW site at INEL lies in a shallow topographic depression bounded on the east and south by volcanic rift zones that are the locus of past shield-type basalt volcanism and by rhyolite domes erupted along the ring fracture of an inferred rhyolite caldera. The K-At age data indicate that the ANLW site has been flooded by basalt lava flows at irregular intervals from perhaps a few thousand years to as much as 300,000-400,000 years, with an average recurrence interval between flows of approximately 80,000-100,000 years. At least five major lava flows have covered the ANLW site within the past 500,000 years.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791657","usgsCitation":"Kuntz, M., and Dalrymple, G.B., 1979, Geology, geochronology, and potential volcanic hazards in the Lava Ridge-Hells Half Acre area, eastern Snake River Plain, Idaho: U.S. Geological Survey Open-File Report 79-1657, v, 66 p., https://doi.org/10.3133/ofr791657.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":406875,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75157.htm"},{"id":37703,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1657/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144184,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1657/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Lava Ridge-Hells Half Acre area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -113.06579589843749,\n 43.35713822211053\n ],\n [\n -112.3736572265625,\n 43.35713822211053\n ],\n [\n -112.3736572265625,\n 43.96909818325171\n ],\n [\n -113.06579589843749,\n 43.96909818325171\n ],\n [\n -113.06579589843749,\n 43.35713822211053\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c6af","contributors":{"authors":[{"text":"Kuntz, Mel A. 0000-0001-8828-5474","orcid":"https://orcid.org/0000-0001-8828-5474","contributorId":6446,"corporation":false,"usgs":true,"family":"Kuntz","given":"Mel A.","affiliations":[],"preferred":false,"id":160501,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dalrymple, G. Brent","contributorId":54564,"corporation":false,"usgs":true,"family":"Dalrymple","given":"G.","email":"","middleInitial":"Brent","affiliations":[],"preferred":false,"id":160502,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29088,"text":"wri78101 - 1979 - Water resources of the Nisqually Lake area, Pierce County, Washington","interactions":[],"lastModifiedDate":"2019-05-14T14:14:03","indexId":"wri78101","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-101","title":"Water resources of the Nisqually Lake area, Pierce County, Washington","docAbstract":"

This report presents data assembled during a July 1975 to August 1977 study of the water resources of an area within, and adjacent to, a part of the Fort Lewis Military Reservation that prior to 1917 was included in the Nisqually Indian Reservation. Because the area is within or near the artillery ranges of the U.S. Army, the existing water resources of the study area are almost undeveloped.

The only surface-water bodies of significance in the study area are Muck Creek, Nisqually Lake, and springs. The flow of Muck Creek as measured at a gaging station at Roy, east of the study area, ranged from no flow to a maximum discharge of 692 cubic feet per second during the period 1956-77. No flow occurred there about 9 percent of the time during the period 19.56-71. A large spring discharged from 0.12 to 4.56 cubic feet per second during the study period.

Development or diversion of Muck Creek near its mouth would provide sufficient water for a small- to medium-sized fish-rearing facility. The highest water temperature recorded at this site during the study was 14.0°C, in August 1977, with a stream discharge of 7.12 cubic feet per second.

Nisqually Lake, with a surface area of about 89 acres, is shallow with a flat bottom. The existing lake water is relatively high with dissolved solids, organic nitrogen and phosphorus, and biologically productive. Species of warm-water fish are probably best suited for the lake.

Ground water beneath the study area occurs in unconsolidated glacial drift or outwash of gravel, sand, silt, and clay. One of the permeable rock units is the Steilacoom Gravel of Pleistocene age. Yields to wells from this material in a nearby area are from 100 to 250 gallons per minute. Drilling of test wells in the study area would provide more reliable data on ground water.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78101","collaboration":"Prepared in cooperation with the Nisqually Community Council","usgsCitation":"Pearson, H.E., and Dion, N.P., 1979, Water resources of the Nisqually Lake area, Pierce County, Washington: U.S. Geological Survey Water-Resources Investigations Report 78-101, ix, 34 p., https://doi.org/10.3133/wri78101.","productDescription":"ix, 34 p.","costCenters":[],"links":[{"id":158923,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0101/report-thumb.jpg"},{"id":363797,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0101/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Washington","county":"Pierce County","otherGeospatial":"Nisqually Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.77256011962889,\n 47.00132908676542\n ],\n [\n -122.58132934570311,\n 47.00132908676542\n ],\n [\n -122.58132934570311,\n 47.095837806027205\n ],\n [\n -122.77256011962889,\n 47.095837806027205\n ],\n [\n -122.77256011962889,\n 47.00132908676542\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0410","contributors":{"authors":[{"text":"Pearson, H. E.","contributorId":52970,"corporation":false,"usgs":true,"family":"Pearson","given":"H.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200930,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200929,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11676,"text":"ofr791335 - 1979 - Sediment discharge and channel change in the North Fork Teton River, 1977-78, Fremont and Madison counties, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:06:39","indexId":"ofr791335","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1335","title":"Sediment discharge and channel change in the North Fork Teton River, 1977-78, Fremont and Madison counties, Idaho","docAbstract":"The Teton Dam failure flood of June 5, 1976, severely disrupted the geomorphic character of North Fork Teton River in Idaho. Extensive channel restoration was required to contain expected normal spring flows. Six principal sites were established on the 17-mile reach of the river to study sediment transport and channel change during 1977-78. During April 1 to September 30, 1977, total water discharge at Teton Island bridge was 97,530 acre-feet; 4,360 tons of total sediment were transported. Total water discharge, April 1 to September 30, 1978, was 191,940 acre-feet; 10,680 tons of total sediment were transported. Analyses of data indicated several trends of erosion and deposition. Minimal channel change in the upper 7 miles of the river indicated equilibrium may temporarily exist between hydraulic-flow properties and channel shape. Streambed profiles indicated little change in streambed elevations. Erosional tonnage at mid-study reaches was 4,260 tons. One-half mile downstream, an increase of 4,150 tons of suspended and 1,050 tons of bedload sediment probably was partly derived from upstream bank erosion. An estimated 5,870 tons was deposited within the next subreach downstream. Virtually the entire bedload was redeposited before the last subreach, 4.4 miles downstream measured bedload was 91 tons. Suspended-sediment discharge transported past the last site was 16,470 tons. Lateral erosion and deposition in the lower 10 miles of the river indicate that subreaches now shortened by manmade channel alinements may begin to meander. Future deposition of coarse material at upstream gravel and concrete impoundments may trigger instability in the entire river. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791335","usgsCitation":"Williams, R.P., 1979, Sediment discharge and channel change in the North Fork Teton River, 1977-78, Fremont and Madison counties, Idaho: U.S. Geological Survey Open-File Report 79-1335, iii, 84 p., 3 over-size sheets :graphs, maps ;27 cm., https://doi.org/10.3133/ofr791335.","productDescription":"iii, 84 p., 3 over-size sheets :graphs, maps ;27 cm.","costCenters":[],"links":[{"id":145577,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1335/report-thumb.jpg"},{"id":39546,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1335/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39547,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1335/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39548,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1335/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39549,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1335/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc080","contributors":{"authors":[{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":163555,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27266,"text":"wri7929 - 1979 - Red Cedar River basin, Wisconsin: Low-flow characteristics","interactions":[],"lastModifiedDate":"2021-12-20T22:52:50.432531","indexId":"wri7929","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-29","title":"Red Cedar River basin, Wisconsin: Low-flow characteristics","docAbstract":"

Low-flow characteristics in the Red Cedar River basin, Wis., where surplus water may be diverted, and methods to determine low-flow characteristics at additional sites are presented. The low-flow characteristics were determined by various methods at 71 sites. For the three gaging stations in the basin, frequency analysis was used to determine the low-flow characteristics. At 17 partial-record sites correlation analyses were used to estimate the low-flow characteristics. Where only a single base-flow measurement was available (41 sites), equations were developed to estimate low-flow characteristics. The relationships were determined from multiple-regression analyses that related low-flow characteristics at gaging stations, low-flow partial-record stations, and sewage-treatment-plant sites to the drainage area and base-flow index values. The standard errors of estimate were determined to be 25 percent for the Q7,2 equation and 34 percent for the Q7,10 equation. For the main stem of the Red Cedar River where only one discharge measurement was available the low-flow characteristics were determined from a drainage area-discharge relationship. Low-flow characteristics were determined at an additional 30 sites in the Red Cedar River basin by various methods. The method used for these sites depended upon the type and amount of data available at each site. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7929","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Gebert, W., 1979, Red Cedar River basin, Wisconsin: Low-flow characteristics: U.S. Geological Survey Water-Resources Investigations Report 79-29, Report: iii, 12 p.; 1 Plate: 15.00 x 17.25 inches, https://doi.org/10.3133/wri7929.","productDescription":"Report: iii, 12 p.; 1 Plate: 15.00 x 17.25 inches","numberOfPages":"17","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":393172,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35303.htm"},{"id":158619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0029/report-thumb.jpg"},{"id":56147,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56146,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0029/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Wisconsin","otherGeospatial":"Red Cedar River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.167,\n 45.045\n ],\n [\n -92.167,\n 45.822\n ],\n [\n -91.417,\n 45.822\n ],\n [\n -91.417,\n 45.045\n ],\n [\n -92.167,\n 45.045\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a196","contributors":{"authors":[{"text":"Gebert, W.A.","contributorId":71555,"corporation":false,"usgs":true,"family":"Gebert","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":197824,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3680,"text":"cir782 - 1979 - A methodology for post-EIS (environmental impact statement) monitoring","interactions":[],"lastModifiedDate":"2013-07-29T13:27:03","indexId":"cir782","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"782","title":"A methodology for post-EIS (environmental impact statement) monitoring","docAbstract":"A methodology for monitoring the impacts predicted in environmental impact statements (EIS's) was developed using the EIS on phosphate development in southeastern Idaho as a case study. A monitoring system based on this methodology: (1) coordinates a comprehensive, intergovernmental monitoring effort; (2) documents the major impacts that result, thereby improving the accuracy of impact predictions in future EIS's; (3) helps agencies control impacts by warning them when critical impact levels are reached and by providing feedback on the success of mitigating measures; and (4) limits monitoring data to the essential information that agencies need to carry out their regulatory and environmental protection responsibilities. The methodology is presented as flow charts accompanied by tables that describe the objectives, tasks, and products for each work element in the flow chart.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/cir782","usgsCitation":"Marcus, L.G., 1979, A methodology for post-EIS (environmental impact statement) monitoring: U.S. Geological Survey Circular 782, iv, 41 p., https://doi.org/10.3133/cir782.","productDescription":"iv, 41 p.","numberOfPages":"46","costCenters":[],"links":[{"id":117597,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/0782/report-thumb.jpg"},{"id":30729,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/0782/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae1ef","contributors":{"authors":[{"text":"Marcus, Linda Graves","contributorId":77916,"corporation":false,"usgs":true,"family":"Marcus","given":"Linda","email":"","middleInitial":"Graves","affiliations":[],"preferred":false,"id":147399,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30239,"text":"wri78102 - 1979 - Streamflow simulation studies of the Hillsborough, Alafia, and Anclote Rivers, west-central Florida","interactions":[],"lastModifiedDate":"2020-11-10T16:55:37.052106","indexId":"wri78102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-102","title":"Streamflow simulation studies of the Hillsborough, Alafia, and Anclote Rivers, west-central Florida","docAbstract":"

A modified version of the Georgia Tech Watershed Model was applied for the purpose of flow simulation in three large river basins of west-central Florida. The model was calibrated for six streamflow stations located in these basins using 4 years of historical and current rainfall, runoff, and estimated evapotranspiration data. Watersheds modeled range in size from about 70 to 650 square miles.

Calibrations were evaluated by comparing the following synthesized and observed data: annual hydrographs for the 1959, 1960, 1973 and 1974 water years, flood hydrographs (maximum daily discharge and flood volume), and long-term annual flood-peak discharges (1950-72).

Annual hydrographs, excluding the 1973 water year, were compared using average absolute error in annual runoff and daily flows and correlation coefficients of monthly and daily flows. For stations used in the study, average absolute errors in simulated runoff range from 9 to 21 percent and errors in daily flows range from 48 to 71 percent. Correlation coefficients for monthly flows range from 0.81 to 0.95 and correlation coefficients for daily flows range from 0.68 to 0.87.

Correlation coefficients for simulated and observed maximum daily discharges and flood volumes used for calibration range from 0.91 to 0.98 and average standard errors of estimate range from 18 to 45 percent. Cor-relation coefficients for simulated and observed annual flood-peak dis-charges range from 0.60 to 0.74 and average standard errors of estimate range from 33 to 44 percent. The number of flood events used for calibration varies for each streamflow station, but range from 6 to 18. The number of annual flood-peak discharges used also vary but average about 20 for each station.

On the basis of these results, it is concluded that flood calibrations have been achieved for stations used in this study; however, because of data limitations, calibrations and prediction errors cannot be completely verified until additional rainfall, runoff, and evapotranspiration data become available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78102","usgsCitation":"Turner, J., 1979, Streamflow simulation studies of the Hillsborough, Alafia, and Anclote Rivers, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-102, v, 161 p., https://doi.org/10.3133/wri78102.","productDescription":"v, 161 p.","costCenters":[],"links":[{"id":380342,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0102/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0102/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Hillsborough, Alafia, and Anclote Rivers","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.81356811523438,\n 27.668934069896217\n ],\n [\n -81.69296264648438,\n 27.668934069896217\n ],\n [\n -81.69296264648438,\n 28.352733760237818\n ],\n [\n -82.81356811523438,\n 28.352733760237818\n ],\n [\n -82.81356811523438,\n 27.668934069896217\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d67","contributors":{"authors":[{"text":"Turner, J.F. Jr.","contributorId":88399,"corporation":false,"usgs":true,"family":"Turner","given":"J.F.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":202915,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10354,"text":"ofr791535 - 1979 - Water-quality data from five Oregon stream basins","interactions":[],"lastModifiedDate":"2016-09-26T12:47:34","indexId":"ofr791535","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1535","title":"Water-quality data from five Oregon stream basins","docAbstract":"

The U.S. Geological Survey collected water-quality data in five Oregon stream basins during summer low-flow conditions in 1977 and 1978. During the two sampling periods, a total of 18 different sites were sampled. Several sites were sampled twice in 1977, and some sites were sampled in both 1977 and 1978. Included in the sampling were diel trace of dissolved oxygen, temperature, specific conductance, pH, and solar radiation. In addition, periphyton and benthic invertebrate samples were collected and identified.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr791535","usgsCitation":"Miller, T.L., 1979, Water-quality data from five Oregon stream basins: U.S. Geological Survey Open-File Report 79-1535, iv, 98 p., https://doi.org/10.3133/ofr791535.","productDescription":"iv, 98 p.","numberOfPages":"104","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":143356,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr791535.jpg"},{"id":328967,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1535/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-121.922236,45.649083],[-121.908267,45.654399],[-121.900858,45.662009],[-121.901855,45.670716],[-121.867167,45.693277],[-121.811304,45.706761],[-121.735104,45.694039],[-121.707358,45.694809],[-121.668362,45.705082],[-121.631167,45.704657],[-121.533106,45.726541],[-121.499153,45.720846],[-121.462849,45.701367],[-121.423592,45.69399],[-121.401739,45.692887],[-121.372574,45.703111],[-121.33777,45.704949],[-121.312198,45.699925],[-121.287323,45.687019],[-121.251183,45.67839],[-121.215779,45.671238],[-121.200367,45.649829],[-121.195233,45.629513],[-121.196556,45.616689],[-121.183841,45.606441],[-121.167852,45.606098],[-121.145534,45.607886],[-121.139483,45.611962],[-121.131953,45.609762],[-121.1222,45.616067],[-121.117052,45.618117],[-121.120064,45.623134],[-121.084933,45.647893],[-121.06437,45.652549],[-121.033582,45.650998],[-121.007449,45.653217],[-120.983478,45.648344],[-120.977978,45.649345],[-120.953077,45.656745],[-120.943977,45.656445],[-120.913476,45.640045],[-120.895575,45.642945],[-120.855674,45.671545],[-120.788872,45.686246],[-120.724171,45.706446],[-120.68937,45.715847],[-120.668869,45.730147],[-120.634968,45.745847],[-120.591166,45.746547],[-120.559465,45.738348],[-120.521964,45.709848],[-120.505863,45.700048],[-120.482362,45.694449],[-120.40396,45.699249],[-120.329057,45.71105],[-120.282156,45.72125],[-120.210754,45.725951],[-120.170453,45.761951],[-120.141352,45.773152],[-120.07015,45.785152],[-120.001148,45.811902],[-119.965744,45.824365],[-119.907461,45.828135],[-119.876144,45.834718],[-119.802655,45.84753],[-119.772927,45.845578],[-119.669877,45.856867],[-119.623393,45.905639],[-119.600549,45.919581],[-119.571584,45.925456],[-119.524632,45.908605],[-119.487829,45.906307],[-119.450256,45.917354],[-119.364396,45.921605],[-119.322509,45.933183],[-119.25715,45.939926],[-119.225745,45.932725],[-119.19553,45.92787],[-119.169496,45.927603],[-119.12612,45.932859],[-119.093221,45.942745],[-119.061462,45.958527],[-119.027056,45.969134],[-119.008558,45.97927],[-118.987129,45.999855],[-118.941242,46.000574],[-118.639332,46.000994],[-118.146028,46.000701],[-118.131019,46.00028],[-117.996911,46.000787],[-117.717852,45.999866],[-117.48013,45.99787],[-117.439943,45.998633],[-117.390738,45.998598],[-117.353928,45.996349],[-117.337668,45.998662],[-117.216731,45.998356],[-117.070047,45.99751],[-117.051304,45.996849],[-116.985882,45.996974],[-116.915989,45.995413],[-116.911409,45.988912],[-116.892935,45.974396],[-116.886843,45.958617],[-116.875706,45.945008],[-116.869655,45.923799],[-116.866544,45.916958],[-116.859795,45.907264],[-116.857254,45.904159],[-116.84355,45.892273],[-116.830003,45.886405],[-116.819182,45.880938],[-116.814142,45.877551],[-116.796051,45.858473],[-116.790151,45.849851],[-116.787792,45.844267],[-116.78752,45.840204],[-116.788923,45.836741],[-116.789066,45.833471],[-116.782676,45.825376],[-116.7634,45.81658],[-116.759787,45.816167],[-116.750978,45.818537],[-116.740486,45.82446],[-116.736268,45.826179],[-116.715527,45.826773],[-116.711822,45.826267],[-116.697192,45.820135],[-116.687007,45.806319],[-116.680139,45.79359],[-116.665344,45.781998],[-116.659629,45.780016],[-116.646342,45.779815],[-116.639641,45.781274],[-116.635814,45.783642],[-116.632032,45.784979],[-116.60504,45.781018],[-116.593004,45.778541],[-116.559444,45.755189],[-116.553548,45.753388],[-116.549085,45.752735],[-116.546643,45.750972],[-116.537173,45.737288],[-116.535698,45.734231],[-116.538014,45.714929],[-116.536395,45.69665],[-116.535396,45.691734],[-116.528272,45.681473],[-116.523961,45.677639],[-116.512326,45.670224],[-116.487894,45.649769],[-116.477452,45.631267],[-116.469813,45.620604],[-116.46517,45.617986],[-116.463504,45.615785],[-116.463635,45.602785],[-116.481943,45.577898],[-116.48297,45.577008],[-116.490279,45.574499],[-116.502756,45.566608],[-116.523638,45.54661],[-116.535482,45.525079],[-116.543837,45.514193],[-116.548676,45.510385],[-116.553473,45.499107],[-116.558804,45.481188],[-116.558803,45.480076],[-116.55498,45.472801],[-116.554829,45.46293],[-116.563985,45.460169],[-116.581382,45.448984],[-116.588195,45.44292],[-116.592416,45.427356],[-116.597447,45.41277],[-116.619057,45.39821],[-116.653252,45.351084],[-116.673793,45.321511],[-116.674648,45.314342],[-116.672594,45.298023],[-116.672163,45.288938],[-116.672733,45.283183],[-116.674493,45.276349],[-116.675587,45.274867],[-116.681013,45.27072],[-116.687027,45.267857],[-116.691388,45.263739],[-116.703607,45.239757],[-116.70975,45.217243],[-116.708546,45.207356],[-116.709536,45.203015],[-116.724205,45.171501],[-116.724188,45.162924],[-116.729607,45.142091],[-116.754643,45.113972],[-116.774847,45.105536],[-116.782492,45.09579],[-116.783537,45.093605],[-116.784244,45.088128],[-116.78371,45.076972],[-116.797329,45.060267],[-116.808576,45.050652],[-116.825133,45.03784],[-116.841314,45.030907],[-116.847944,45.022602],[-116.848037,45.021728],[-116.845847,45.01847],[-116.844796,45.015312],[-116.844625,45.001435],[-116.856754,44.984298],[-116.858313,44.978761],[-116.850737,44.958113],[-116.846461,44.951521],[-116.835702,44.940633],[-116.83199,44.933007],[-116.832176,44.931373],[-116.833632,44.928976],[-116.838467,44.923601],[-116.846061,44.905249],[-116.852427,44.887577],[-116.857038,44.880769],[-116.865338,44.870599],[-116.883598,44.858268],[-116.896249,44.84833],[-116.920498,44.81438],[-116.928099,44.808381],[-116.931099,44.804781],[-116.933699,44.798781],[-116.933799,44.796781],[-116.9307,44.789881],[-116.9318,44.787181],[-116.9347,44.783881],[-116.949001,44.777981],[-116.966801,44.775181],[-116.970902,44.773881],[-116.977802,44.767981],[-116.986502,44.762381],[-116.992003,44.759182],[-116.998903,44.756382],[-117.006045,44.756024],[-117.013802,44.756841],[-117.03827,44.748179],[-117.044217,44.74514],[-117.062273,44.727143],[-117.060454,44.721668],[-117.061799,44.706654],[-117.063824,44.703623],[-117.072221,44.700517],[-117.07912,44.692175],[-117.080772,44.684161],[-117.091223,44.668807],[-117.095868,44.664737],[-117.096791,44.657385],[-117.094968,44.652011],[-117.098221,44.640689],[-117.108231,44.62711],[-117.114754,44.624883],[-117.120522,44.614658],[-117.125267,44.593818],[-117.124754,44.583834],[-117.126009,44.581553],[-117.133963,44.57524],[-117.14248,44.57143],[-117.146032,44.568603],[-117.148255,44.564371],[-117.147934,44.562143],[-117.14293,44.557236],[-117.144161,44.545647],[-117.149242,44.536151],[-117.152406,44.531802],[-117.161033,44.525166],[-117.167187,44.523431],[-117.181583,44.52296],[-117.185386,44.519261],[-117.189759,44.513385],[-117.19163,44.509886],[-117.191329,44.506784],[-117.192494,44.503272],[-117.194317,44.499884],[-117.200237,44.492027],[-117.208936,44.485661],[-117.211148,44.485359],[-117.216372,44.48616],[-117.224104,44.483734],[-117.225076,44.482346],[-117.225932,44.479389],[-117.225758,44.477223],[-117.224445,44.473884],[-117.221548,44.470146],[-117.217015,44.459042],[-117.215573,44.453746],[-117.214637,44.44803],[-117.215072,44.427162],[-117.22698,44.405583],[-117.234835,44.399669],[-117.242675,44.396548],[-117.243027,44.390974],[-117.235117,44.373853],[-117.216911,44.360163],[-117.210587,44.357703],[-117.206962,44.355206],[-117.197339,44.347406],[-117.189769,44.336585],[-117.191546,44.329621],[-117.203323,44.313024],[-117.2055,44.311789],[-117.216795,44.308236],[-117.217843,44.30718],[-117.220069,44.301382],[-117.222451,44.298963],[-117.222647,44.297578],[-117.216974,44.288357],[-117.198147,44.273828],[-117.170342,44.25889],[-117.15706,44.25749],[-117.143394,44.258262],[-117.138523,44.25937],[-117.133984,44.262972],[-117.133104,44.264236],[-117.13253,44.267045],[-117.130904,44.269453],[-117.121037,44.277585],[-117.111617,44.280667],[-117.107673,44.280763],[-117.104208,44.27994],[-117.098531,44.275533],[-117.09457,44.270978],[-117.093578,44.269383],[-117.090933,44.260311],[-117.089503,44.258234],[-117.07835,44.249885],[-117.067284,44.24401],[-117.059352,44.237244],[-117.05651,44.230874],[-117.05303,44.229076],[-117.050057,44.22883],[-117.047062,44.229742],[-117.045513,44.232005],[-117.042283,44.242775],[-117.031862,44.248635],[-117.025277,44.248505],[-117.020231,44.246063],[-117.016921,44.245391],[-116.98687,44.245477],[-116.975905,44.242844],[-116.973542,44.23998],[-116.971958,44.235677],[-116.973945,44.225932],[-116.973701,44.208017],[-116.971675,44.197256],[-116.967259,44.194581],[-116.965498,44.194126],[-116.947591,44.191264],[-116.940534,44.19371],[-116.935443,44.193962],[-116.925392,44.191544],[-116.902752,44.179467],[-116.900103,44.176851],[-116.895757,44.171267],[-116.894083,44.160191],[-116.894309,44.158114],[-116.895931,44.154295],[-116.927688,44.109438],[-116.928306,44.107326],[-116.933704,44.100039],[-116.937835,44.096943],[-116.943132,44.09406],[-116.957009,44.091743],[-116.967203,44.090936],[-116.974253,44.088295],[-116.977351,44.085364],[-116.973185,44.049425],[-116.956246,44.042888],[-116.943361,44.035645],[-116.937342,44.029376],[-116.934727,44.023806],[-116.934485,44.021249],[-116.942944,43.987512],[-116.957527,43.972443],[-116.969842,43.967588],[-116.971436,43.964998],[-116.971835,43.962806],[-116.970241,43.958622],[-116.969245,43.957426],[-116.966256,43.955832],[-116.963666,43.952644],[-116.96247,43.928336],[-116.963666,43.921363],[-116.977332,43.905812],[-116.976024,43.895548],[-116.982347,43.86884],[-116.98294,43.86771],[-116.991415,43.863864],[-116.997391,43.864874],[-117.01077,43.862269],[-117.013954,43.859358],[-117.026871,43.832479],[-117.026222,42.000252],[-117.040906,41.99989],[-117.04891,41.998983],[-117.055402,41.99989],[-117.068613,42.000035],[-117.197798,42.00038],[-117.403613,41.99929],[-117.443062,41.999659],[-117.625973,41.998102],[-117.873467,41.998335],[-118.197189,41.996995],[-118.501002,41.995446],[-118.696409,41.991794],[-119.001022,41.993793],[-119.20828,41.993177],[-119.231876,41.994212],[-119.251033,41.993843],[-119.444598,41.995478],[-119.72573,41.996296],[-119.790087,41.997544],[-119.872929,41.997641],[-119.876054,41.997199],[-119.986678,41.995842],[-119.999168,41.99454],[-120.001058,41.995139],[-120.181563,41.994588],[-120.286424,41.993058],[-120.501069,41.993785],[-120.647173,41.993084],[-120.812279,41.994183],[-121.035195,41.993323],[-121.094926,41.994658],[-121.126093,41.99601],[-121.247616,41.997054],[-121.251099,41.99757],[-121.309981,41.997612],[-121.340517,41.99622],[-121.376101,41.997026],[-121.434977,41.997022],[-121.580865,41.998668],[-121.846712,42.00307],[-122.000319,42.003967],[-122.101922,42.005766],[-122.160438,42.007637],[-122.261127,42.007364],[-122.378193,42.009518],[-122.397984,42.008758],[-122.501135,42.00846],[-122.634739,42.004858],[-122.80008,42.004071],[-122.893961,42.002605],[-123.045254,42.003049],[-123.065655,42.004948],[-123.083956,42.005448],[-123.145959,42.009247],[-123.154908,42.008036],[-123.192361,42.005446],[-123.347562,41.999108],[-123.381776,41.999268],[-123.43477,42.001641],[-123.49883,42.000525],[-123.525245,42.001047],[-123.55256,42.000246],[-123.624554,41.999837],[-123.656998,41.995137],[-123.728156,41.997007],[-123.789295,41.996111],[-123.813992,41.995096],[-123.834208,41.996116],[-124.001188,41.996146],[-124.126194,41.996992],[-124.211605,41.99846],[-124.214213,42.005939],[-124.270464,42.045553],[-124.287374,42.046016],[-124.299649,42.051736],[-124.314289,42.067864],[-124.34101,42.092929],[-124.356229,42.114952],[-124.357122,42.118016],[-124.351535,42.129796],[-124.351784,42.134965],[-124.355696,42.141964],[-124.361563,42.143767],[-124.366028,42.152343],[-124.366832,42.15845],[-124.363389,42.158588],[-124.360318,42.162272],[-124.361009,42.180752],[-124.367751,42.188321],[-124.373175,42.190218],[-124.374949,42.193129],[-124.376215,42.196381],[-124.375553,42.20882],[-124.377762,42.218809],[-124.383633,42.22716],[-124.410982,42.250547],[-124.411534,42.254115],[-124.408514,42.260588],[-124.405148,42.278107],[-124.410556,42.307431],[-124.429288,42.331746],[-124.427222,42.33488],[-124.425554,42.351874],[-124.424066,42.377242],[-124.424863,42.395426],[-124.428068,42.420333],[-124.434882,42.434916],[-124.435105,42.440163],[-124.422038,42.461226],[-124.423084,42.478952],[-124.421381,42.491737],[-124.399065,42.539928],[-124.390664,42.566593],[-124.389977,42.574758],[-124.400918,42.597518],[-124.399421,42.618079],[-124.401177,42.627192],[-124.413119,42.657934],[-124.416774,42.661594],[-124.45074,42.675798],[-124.451484,42.677787],[-124.447487,42.68474],[-124.448418,42.689909],[-124.473864,42.732671],[-124.491679,42.741789],[-124.498473,42.741077],[-124.499122,42.738606],[-124.510017,42.734746],[-124.513368,42.735068],[-124.514669,42.736806],[-124.516236,42.753632],[-124.524439,42.789793],[-124.536073,42.814175],[-124.544179,42.822958],[-124.552441,42.840568],[-124.500141,42.917502],[-124.480938,42.951495],[-124.462619,42.99143],[-124.456918,43.000315],[-124.436198,43.071312],[-124.432236,43.097383],[-124.434451,43.115986],[-124.424113,43.126859],[-124.401726,43.184896],[-124.395302,43.211101],[-124.395607,43.223908],[-124.38246,43.270167],[-124.388891,43.290523],[-124.393988,43.29926],[-124.400404,43.302121],[-124.402814,43.305872],[-124.387642,43.325968],[-124.373037,43.338953],[-124.353332,43.342667],[-124.341587,43.351337],[-124.315012,43.388389],[-124.286896,43.436296],[-124.255609,43.502172],[-124.233534,43.55713],[-124.203028,43.667825],[-124.204888,43.673976],[-124.198275,43.689481],[-124.193455,43.706085],[-124.168392,43.808903],[-124.150267,43.91085],[-124.142704,43.958182],[-124.133547,44.035845],[-124.122406,44.104442],[-124.125824,44.12613],[-124.117006,44.171913],[-124.114424,44.198164],[-124.115671,44.206554],[-124.111054,44.235071],[-124.108945,44.265475],[-124.109744,44.270597],[-124.114869,44.272721],[-124.115953,44.274641],[-124.1152,44.286486],[-124.10907,44.303707],[-124.108088,44.309926],[-124.109556,44.314545],[-124.100587,44.331926],[-124.092101,44.370388],[-124.084401,44.415611],[-124.080989,44.419728],[-124.071706,44.423662],[-124.067569,44.428582],[-124.073941,44.434481],[-124.079301,44.430863],[-124.082113,44.441518],[-124.082061,44.478171],[-124.084429,44.486927],[-124.083601,44.501123],[-124.076387,44.531214],[-124.067251,44.60804],[-124.06914,44.612979],[-124.082326,44.608861],[-124.084476,44.611056],[-124.065202,44.622445],[-124.065008,44.632504],[-124.058281,44.658866],[-124.060043,44.669361],[-124.070394,44.683514],[-124.063406,44.703177],[-124.059077,44.737656],[-124.066325,44.762671],[-124.075473,44.771403],[-124.074066,44.798107],[-124.066746,44.831191],[-124.063155,44.835333],[-124.054151,44.838233],[-124.048814,44.850007],[-124.032296,44.900809],[-124.025136,44.928175],[-124.025678,44.936542],[-124.023834,44.949825],[-124.015243,44.982904],[-124.004386,45.046197],[-124.004668,45.048167],[-124.00977,45.047266],[-124.017991,45.049808],[-124.015851,45.064759],[-124.012163,45.076921],[-124.006057,45.084736],[-124.004863,45.084232],[-123.989529,45.094045],[-123.975425,45.145476],[-123.968187,45.201217],[-123.972919,45.216784],[-123.962887,45.280218],[-123.964169,45.317026],[-123.972899,45.33689],[-123.978671,45.338854],[-124.007756,45.336813],[-124.007494,45.33974],[-123.979715,45.347724],[-123.973398,45.354791],[-123.965728,45.386242],[-123.960557,45.430778],[-123.964074,45.449112],[-123.972953,45.467513],[-123.976544,45.489733],[-123.970794,45.493507],[-123.96634,45.493417],[-123.957568,45.510399],[-123.947556,45.564878],[-123.956711,45.571303],[-123.951246,45.585775],[-123.939005,45.661923],[-123.939448,45.708795],[-123.943121,45.727031],[-123.946027,45.733249],[-123.968563,45.757019],[-123.982578,45.761815],[-123.981864,45.768285],[-123.969459,45.782371],[-123.961544,45.837101],[-123.962736,45.869974],[-123.96763,45.907807],[-123.979501,45.930389],[-123.99304,45.938842],[-123.993703,45.946431],[-123.969991,45.969139],[-123.957438,45.974469],[-123.941831,45.97566],[-123.937471,45.977306],[-123.927891,46.009564],[-123.92933,46.041978],[-123.933366,46.071672],[-123.947531,46.116131],[-123.95919,46.141675],[-123.974124,46.168798],[-123.996766,46.20399],[-124.010344,46.223514],[-124.024305,46.229256],[-124.011355,46.236223],[-124.001998,46.237316],[-123.998052,46.235327],[-123.988429,46.224132],[-123.990117,46.21763],[-123.987196,46.211521],[-123.982149,46.209662],[-123.961739,46.207916],[-123.950148,46.204097],[-123.927038,46.191617],[-123.912405,46.17945],[-123.9042,46.169293],[-123.891186,46.164778],[-123.854801,46.157342],[-123.842849,46.160529],[-123.841521,46.169824],[-123.863347,46.18235],[-123.866643,46.187674],[-123.864209,46.189527],[-123.838801,46.192211],[-123.821834,46.190293],[-123.793936,46.196283],[-123.759976,46.2073],[-123.736747,46.200687],[-123.71278,46.198751],[-123.706667,46.199665],[-123.67538,46.212401],[-123.673831,46.215418],[-123.666751,46.218228],[-123.65539,46.217974],[-123.636474,46.214359],[-123.6325,46.216681],[-123.626247,46.226434],[-123.625219,46.233868],[-123.622812,46.23664],[-123.613459,46.239228],[-123.605487,46.2393],[-123.60019,46.234814],[-123.586205,46.228654],[-123.548194,46.248245],[-123.547659,46.259109],[-123.538092,46.26061],[-123.526391,46.263404],[-123.501245,46.271004],[-123.479644,46.269131],[-123.474844,46.267831],[-123.468743,46.264531],[-123.447592,46.249832],[-123.427629,46.229348],[-123.430847,46.181827],[-123.371433,46.146372],[-123.332335,46.146132],[-123.301034,46.144632],[-123.280166,46.144843],[-123.251233,46.156452],[-123.231196,46.16615],[-123.166414,46.188973],[-123.115904,46.185268],[-123.105021,46.177676],[-123.051064,46.153599],[-123.041297,46.146351],[-123.03382,46.144336],[-123.022147,46.13911],[-123.009436,46.136043],[-123.004233,46.133823],[-122.962681,46.104817],[-122.904119,46.083734],[-122.884478,46.06028],[-122.878092,46.031281],[-122.856158,46.014469],[-122.837638,45.98082],[-122.813998,45.960984],[-122.806193,45.932416],[-122.81151,45.912725],[-122.798091,45.884333],[-122.785026,45.867699],[-122.785696,45.844216],[-122.795963,45.825024],[-122.795605,45.81],[-122.769532,45.780583],[-122.761451,45.759163],[-122.760108,45.734413],[-122.772511,45.699637],[-122.774511,45.680437],[-122.76381,45.657138],[-122.738109,45.644138],[-122.713309,45.637438],[-122.691008,45.624739],[-122.675008,45.618039],[-122.643907,45.609739],[-122.602606,45.607639],[-122.581406,45.60394],[-122.548149,45.596768],[-122.523668,45.589632],[-122.492259,45.583281],[-122.479315,45.579761],[-122.474659,45.578305],[-122.453891,45.567313],[-122.438674,45.563585],[-122.410706,45.567633],[-122.391802,45.574541],[-122.380302,45.575941],[-122.352802,45.569441],[-122.331502,45.548241],[-122.294901,45.543541],[-122.266701,45.543841],[-122.262625,45.544321],[-122.248993,45.547745],[-122.2017,45.564141],[-122.183695,45.577696],[-122.14075,45.584508],[-122.112356,45.581409],[-122.101675,45.583516],[-122.044374,45.609516],[-122.022571,45.615151],[-122.00369,45.61593],[-121.983038,45.622812],[-121.963547,45.632784],[-121.955734,45.643559],[-121.951838,45.644951],[-121.935149,45.644169],[-121.922236,45.649083]]]},\"properties\":{\"name\":\"Oregon\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fa991","contributors":{"authors":[{"text":"Miller, Timothy L.","contributorId":9263,"corporation":false,"usgs":true,"family":"Miller","given":"Timothy","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":161243,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28950,"text":"wri78119 - 1979 - Application of transient-flow model to the Sacramento River at Sacramento, California","interactions":[],"lastModifiedDate":"2013-08-12T12:16:39","indexId":"wri78119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-119","title":"Application of transient-flow model to the Sacramento River at Sacramento, California","docAbstract":"The transient-flow simulation model was applied to the Sacramento River at Sacramento, Calif. An alternative is needed to the empirical stage-fall-discharge computational method, which provides only daily mean discharges and requires frequent measurement over a 25- to 26-hour period of the tide-affected flow. Measurement of tide-affected flow involves use of a cable suspended across the river; this presents a hazardous navigational condition. Use of the model does not eliminate the hazardous navigational problem, but it significantly reduces the time that this condition exists. The model has demonstrated that it can provide reliable daily mean as well as instantaneous discharge data. The model also has the capability of providing discharge data for locations farther downstream in the tidal zone from the Sacramento stream gage; this is not possible with the stage-fall-discharge computational method. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri78119","usgsCitation":"Oltmann, R., 1979, Application of transient-flow model to the Sacramento River at Sacramento, California: U.S. Geological Survey Water-Resources Investigations Report 78-119, iv, 23 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri78119.","productDescription":"iv, 23 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":158476,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0119/report-thumb.jpg"},{"id":276467,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0119/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a578","contributors":{"authors":[{"text":"Oltmann, R.N.","contributorId":69164,"corporation":false,"usgs":true,"family":"Oltmann","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":200669,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8246,"text":"ofr791297 - 1979 - Summary of hydrologic data for Tampa Bypass Canal System, July 1974 to September 1976","interactions":[],"lastModifiedDate":"2024-03-11T18:22:11.183644","indexId":"ofr791297","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1297","title":"Summary of hydrologic data for Tampa Bypass Canal System, July 1974 to September 1976","docAbstract":"

The Tampa Bypass Canal is part of a flood-control project east of the city of Tampa under construction by the U.S. Army Corps of Engineers. It will divert floodwater from the Hillsborough River at points upstream from Tampa through a canal system to McKay Bay. The U.S. Geological Survey began a hydrologic data program in 1974 to provide data needed to identify existing hydrologic conditions and to evaluate the effects of canal construction. A network of surface-water and ground-water sites was designed to monitor changes in nutrients, trace metals, major inorganic constituents, pesticides, and benthic invertebrates along the canal system; to monitor changes in trace elements, common constituents, nitrates, specific conductance, and chlorides in the Floridan aquifer; and to monitor changes in the potentiometric surface of the Floridan aquifer.

In 1974-75, the monitoring program consisted of drilling 12 monitor wells and initiation of the surface-water sampling program. In 1976, the program consisted of drilling five additional wells, continuation of the surface-water sampling, initiation of ground-water sampling program, and monitoring of discharge from springs.

Water-quality data for nine surface-water sites in the basin were collected at each of the control structure sites, in the tidal portion of the canal, and at each of the major tributaries to the canal system.

Fifteen ground-water sites were sampled annually to provide information on ground-water quality. Ten wells were sampled semiannually for dissolved chloride concentrations to provide information on the freshwater-saltwater interface. Ground-water levels were collected at 34 wells in the areas adjacent to the canal to monitor changes in the potentiometric surface in the Floridan aquifer.

Discharge measurements from springs along the canal system were made in 1969-73 and 1976 to provide data on the quantity of ground water entering the canal. A daily discharge station was operated at structure S-160 to determine quantity of water flowing from the canal system into the bay.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791297","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Causseaux, K.W., and Rollins, H., 1979, Summary of hydrologic data for Tampa Bypass Canal System, July 1974 to September 1976: U.S. Geological Survey Open-File Report 79-1297, iv, 74 p., https://doi.org/10.3133/ofr791297.","productDescription":"iv, 74 p.","costCenters":[],"links":[{"id":426506,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1297/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142058,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1297/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Tampa","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.60182943316552,\n 28.08882190162491\n ],\n [\n -82.60182943316552,\n 27.846197307615455\n ],\n [\n -82.36560217558342,\n 27.846197307615455\n ],\n [\n -82.36560217558342,\n 28.08882190162491\n ],\n [\n -82.60182943316552,\n 28.08882190162491\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699069","contributors":{"authors":[{"text":"Causseaux, Kennedy W.","contributorId":60644,"corporation":false,"usgs":true,"family":"Causseaux","given":"Kennedy","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":157414,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rollins, H.C.","contributorId":102885,"corporation":false,"usgs":true,"family":"Rollins","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":157415,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":6058,"text":"pp1136 - 1979 - Modeling highly transient flow, mass, and heat transport in the Chattahoochee River near Atlanta, Georgia","interactions":[{"subject":{"id":9682,"text":"ofr79270 - 1979 - Modeling highly transient flow, mass, and heat transport in the Chattahoochee River near Atlanta, Georgia","indexId":"ofr79270","publicationYear":"1979","noYear":false,"title":"Modeling highly transient flow, mass, and heat transport in the Chattahoochee River near Atlanta, Georgia"},"predicate":"SUPERSEDED_BY","object":{"id":6058,"text":"pp1136 - 1979 - Modeling highly transient flow, mass, and heat transport in the Chattahoochee River near Atlanta, Georgia","indexId":"pp1136","publicationYear":"1979","noYear":false,"title":"Modeling highly transient flow, mass, and heat transport in the Chattahoochee River near Atlanta, Georgia"},"id":1}],"lastModifiedDate":"2017-01-05T12:46:45","indexId":"pp1136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1136","title":"Modeling highly transient flow, mass, and heat transport in the Chattahoochee River near Atlanta, Georgia","docAbstract":"A coupled flow-temperature model has been developed and verified for a 27.9-km reach of the Chattahoochee River between Buford Dam and Norcross, Ga. Flow in this reach of the Chattahoochee is continuous but highly regulated by Buford Dam, a flood-control and hydroelectric facility located near Buford, Ga. Calibration and verification utilized two sets of data collected under highly unsteady discharge conditions. Existing solution techniques, with certain minor improvements, were applied to verify the existing technology of flow and transport modeling. \r\n\r\nThe linear, implicit finite-difference flow model was calibrated by use of a depth profile obtained at steady low flow and unsteady flow data obtained in March 1976. During the calibration period, the model was generally able to reproduce observed stages to within 0.15 m and discharges at less than 100 m 3 /s, to within 5 percent. Peak discharges of about 200 m 3 /s were under-estimated by about 20 percent. During the verification period, October 1975, the flow model reproduced observed stage changes to within about 0.15 m, and its timing and over-all performance was considered to be very good. \r\n\r\nDye was added to the upstream end of the river reach at a constant rate while the river flow was highly unsteady. The numerical solution of either the conservative or nonconservative form of the mass-transport equation did an excellent job of simulating the observed concentrations of dye in the river. \r\n\r\nThe temperature model was capable of predicting temperature changes through this reach of as large as 5.8?C with a RMS (root-mean-square) error of 0.32?C in October 1975 and 0.20?C in March 1976. \r\n\r\nHydropulsation has a significant effect on the water temperature below Buford Dam. These effects are very complicated because they are quite dependent on the timing of the release with respect to both the time of day and past releases.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp1136","usgsCitation":"Jobson, H.E., and Keefer, T.N., 1979, Modeling highly transient flow, mass, and heat transport in the Chattahoochee River near Atlanta, Georgia: U.S. Geological Survey Professional Paper 1136, 41 p., https://doi.org/10.3133/pp1136.","productDescription":"41 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":33058,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1136/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":125090,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1136/report-thumb.jpg"}],"country":"United States","state":"Georgia","city":"Atlanta","otherGeospatial":"Chattahoochee River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.810477,34.987607],[-83.619985,34.986592],[-83.620185,34.992091],[-83.108714,35.000768],[-83.1046,34.992783],[-83.106991,34.98272],[-83.120387,34.968406],[-83.12114,34.958966],[-83.127035,34.953778],[-83.120502,34.941262],[-83.122585,34.938062],[-83.12807,34.938113],[-83.140621,34.924915],[-83.153253,34.926342],[-83.160937,34.918269],[-83.168524,34.91788],[-83.186541,34.899534],[-83.203351,34.893717],[-83.201183,34.884653],[-83.205627,34.880142],[-83.213323,34.882796],[-83.220099,34.878124],[-83.23751,34.877057],[-83.238419,34.869771],[-83.245602,34.865522],[-83.255718,34.845592],[-83.267656,34.845289],[-83.268159,34.821393],[-83.275656,34.816862],[-83.289914,34.824477],[-83.294292,34.814725],[-83.301368,34.814154],[-83.301182,34.804008],[-83.313782,34.799911],[-83.323866,34.789712],[-83.320062,34.759616],[-83.348829,34.737194],[-83.353238,34.728648],[-83.349411,34.697575],[-83.339029,34.683807],[-83.321463,34.677543],[-83.316401,34.669316],[-83.304641,34.669561],[-83.292883,34.654196],[-83.27796,34.644853],[-83.255281,34.637696],[-83.240669,34.624507],[-83.243381,34.617997],[-83.23178,34.611297],[-83.169994,34.605444],[-83.170278,34.592398],[-83.154577,34.588198],[-83.152577,34.578299],[-83.122901,34.560129],[-83.103987,34.540166],[-83.103176,34.533406],[-83.084855,34.530967],[-83.078113,34.524837],[-83.086861,34.517798],[-83.069451,34.502131],[-83.054463,34.50289],[-83.034712,34.483495],[-83.002924,34.472132],[-82.99509,34.472483],[-82.992671,34.479072],[-82.979568,34.482702],[-82.960668,34.482002],[-82.954667,34.477302],[-82.940867,34.486102],[-82.922866,34.481402],[-82.902665,34.485902],[-82.876864,34.475303],[-82.873831,34.471508],[-82.876464,34.465803],[-82.862156,34.458748],[-82.855762,34.443977],[-82.835004,34.366069],[-82.795223,34.34096],[-82.780308,34.296701],[-82.746656,34.266407],[-82.74192,34.210063],[-82.732761,34.195338],[-82.730824,34.175906],[-82.717507,34.150504],[-82.70414,34.141007],[-82.67732,34.131657],[-82.659077,34.103544],[-82.641553,34.092212],[-82.64398,34.072237],[-82.635991,34.064941],[-82.626963,34.063457],[-82.609655,34.039917],[-82.596155,34.030517],[-82.589245,34.000118],[-82.57554,33.992049],[-82.579576,33.979761],[-82.569864,33.970684],[-82.556835,33.945353],[-82.543128,33.940949],[-82.526741,33.943765],[-82.51295,33.936969],[-82.492929,33.909754],[-82.455105,33.88165],[-82.422803,33.863754],[-82.403881,33.865477],[-82.371775,33.843813],[-82.32448,33.820033],[-82.300213,33.800627],[-82.298286,33.783518],[-82.285804,33.780058],[-82.247472,33.752591],[-82.239098,33.730872],[-82.234576,33.700216],[-82.200718,33.66464],[-82.196583,33.630582],[-82.186154,33.62088],[-82.174351,33.613117],[-82.158331,33.60971],[-82.142872,33.594278],[-82.12908,33.589925],[-82.116545,33.596485],[-82.10624,33.595637],[-82.096352,33.58407],[-82.046335,33.56383],[-82.033023,33.546454],[-82.001338,33.520135],[-81.985938,33.486536],[-81.926336,33.462937],[-81.913356,33.437418],[-81.926789,33.426576],[-81.919217,33.413126],[-81.9373,33.401259],[-81.925737,33.37114],[-81.930634,33.368165],[-81.939637,33.37254],[-81.946337,33.37064],[-81.944737,33.364041],[-81.934837,33.356041],[-81.939737,33.344941],[-81.917973,33.34159],[-81.919137,33.334442],[-81.909285,33.324181],[-81.898187,33.329664],[-81.884137,33.310443],[-81.875836,33.307443],[-81.870436,33.312943],[-81.847296,33.306783],[-81.849636,33.299544],[-81.861536,33.297944],[-81.863236,33.288844],[-81.838257,33.272975],[-81.838337,33.269098],[-81.847336,33.266345],[-81.852136,33.247544],[-81.827936,33.228746],[-81.811736,33.223847],[-81.805236,33.211447],[-81.784535,33.208147],[-81.778935,33.209847],[-81.778435,33.221847],[-81.768935,33.217447],[-81.758235,33.200248],[-81.760635,33.189248],[-81.772435,33.181249],[-81.763135,33.159449],[-81.743835,33.14145],[-81.704634,33.116451],[-81.683533,33.112651],[-81.646433,33.094552],[-81.614298,33.094661],[-81.609476,33.089862],[-81.610078,33.082883],[-81.600211,33.083966],[-81.600091,33.073497],[-81.583804,33.067021],[-81.57288,33.05418],[-81.562066,33.055568],[-81.558336,33.046183],[-81.54251,33.045254],[-81.540081,33.040613],[-81.513231,33.028546],[-81.492253,33.009342],[-81.494736,32.978998],[-81.499471,32.96478],[-81.506449,32.962423],[-81.508436,32.955765],[-81.499446,32.944988],[-81.502427,32.935353],[-81.483198,32.921802],[-81.479184,32.905638],[-81.464069,32.897814],[-81.479445,32.881082],[-81.45392,32.874074],[-81.453949,32.849761],[-81.444866,32.850967],[-81.426475,32.840773],[-81.417984,32.818196],[-81.423772,32.810514],[-81.428313,32.78311],[-81.421128,32.778039],[-81.426481,32.770291],[-81.417606,32.762684],[-81.410845,32.741694],[-81.418542,32.732586],[-81.421194,32.711978],[-81.427517,32.701896],[-81.4131,32.692648],[-81.41075,32.694772],[-81.401256,32.680156],[-81.405273,32.656517],[-81.393818,32.653491],[-81.403582,32.643398],[-81.407271,32.631737],[-81.413411,32.637368],[-81.41866,32.629392],[-81.389338,32.595436],[-81.380999,32.589652],[-81.369757,32.591231],[-81.366964,32.577059],[-81.328753,32.561228],[-81.29676,32.562648],[-81.281324,32.556464],[-81.275213,32.545202],[-81.277131,32.535417],[-81.252882,32.51833],[-81.237095,32.517314],[-81.234023,32.513778],[-81.238281,32.505988],[-81.233585,32.498488],[-81.200029,32.467985],[-81.186829,32.464086],[-81.203046,32.448844],[-81.201595,32.44136],[-81.207246,32.437542],[-81.20513,32.423788],[-81.177231,32.39169],[-81.181072,32.380398],[-81.169332,32.369436],[-81.170858,32.362722],[-81.155136,32.34717],[-81.144032,32.351093],[-81.133632,32.341293],[-81.135733,32.324594],[-81.122933,32.307295],[-81.121433,32.284496],[-81.145834,32.263397],[-81.155995,32.241478],[-81.136727,32.213669],[-81.128283,32.208634],[-81.118234,32.189201],[-81.119361,32.177142],[-81.129634,32.165602],[-81.123134,32.162902],[-81.120034,32.153303],[-81.117234,32.117605],[-81.113334,32.113205],[-81.093386,32.11123],[-81.066906,32.090351],[-81.050234,32.085308],[-81.032674,32.08545],[-81.011961,32.100176],[-81.002297,32.100048],[-80.983133,32.079609],[-80.954482,32.068622],[-80.922794,32.039151],[-80.885517,32.0346],[-80.859111,32.023693],[-80.852276,32.026676],[-80.84313,32.024226],[-80.840549,32.011306],[-80.848441,31.988279],[-80.862814,31.969346],[-80.897687,31.949065],[-80.911207,31.943769],[-80.929101,31.944964],[-80.930279,31.956705],[-80.948491,31.95723],[-80.972392,31.94127],[-80.975714,31.923602],[-80.968494,31.915822],[-80.934508,31.90918],[-80.99269,31.857641],[-81.000317,31.856744],[-81.014478,31.867474],[-81.041548,31.876198],[-81.065255,31.877095],[-81.05907,31.850106],[-81.076178,31.836132],[-81.075812,31.829031],[-81.057181,31.822687],[-81.039808,31.823],[-81.036873,31.812721],[-81.077057,31.761256],[-81.097402,31.753126],[-81.130634,31.722692],[-81.138448,31.720934],[-81.192784,31.733245],[-81.203572,31.719448],[-81.186303,31.701509],[-81.161084,31.691401],[-81.151888,31.698411],[-81.139394,31.699917],[-81.131137,31.695774],[-81.136408,31.674832],[-81.131728,31.654484],[-81.133493,31.623348],[-81.160364,31.570436],[-81.173079,31.555908],[-81.178822,31.55553],[-81.186114,31.568032],[-81.204315,31.568183],[-81.214536,31.557601],[-81.240699,31.552313],[-81.254218,31.55594],[-81.260076,31.54828],[-81.263905,31.532579],[-81.258809,31.52906],[-81.217948,31.527284],[-81.199518,31.537596],[-81.181592,31.527697],[-81.177254,31.517074],[-81.189643,31.503588],[-81.204883,31.473124],[-81.246911,31.422784],[-81.278798,31.367214],[-81.282923,31.326491],[-81.268027,31.324218],[-81.25482,31.315452],[-81.274688,31.289454],[-81.276862,31.254734],[-81.289136,31.225487],[-81.288403,31.211065],[-81.293359,31.206332],[-81.314183,31.207938],[-81.339028,31.186918],[-81.35488,31.167204],[-81.360791,31.155903],[-81.359349,31.149166],[-81.368241,31.136534],[-81.399677,31.134113],[-81.403732,31.107115],[-81.401267,31.072781],[-81.420474,31.016703],[-81.432475,31.012991],[-81.434923,31.017804],[-81.451444,31.015515],[-81.469298,30.996028],[-81.490586,30.984952],[-81.493651,30.977528],[-81.486966,30.969602],[-81.475789,30.965976],[-81.466814,30.97091],[-81.453568,30.965573],[-81.447388,30.956732],[-81.426929,30.956615],[-81.420108,30.974076],[-81.408484,30.977718],[-81.403409,30.957914],[-81.405153,30.908203],[-81.428577,30.836336],[-81.446927,30.81039],[-81.460061,30.769912],[-81.45947,30.741979],[-81.444124,30.709714],[-81.472597,30.713312],[-81.487332,30.726081],[-81.528278,30.723359],[-81.540923,30.713343],[-81.561706,30.715597],[-81.571419,30.721636],[-81.601206,30.728141],[-81.607667,30.721924],[-81.617663,30.722046],[-81.625098,30.733017],[-81.646137,30.727591],[-81.65177,30.732284],[-81.651723,30.740235],[-81.662173,30.746521],[-81.672824,30.738935],[-81.688925,30.741434],[-81.692815,30.7471],[-81.719927,30.744634],[-81.732227,30.749634],[-81.747572,30.766455],[-81.763372,30.77382],[-81.779171,30.768062],[-81.792769,30.784432],[-81.806652,30.789683],[-81.840375,30.786384],[-81.852626,30.794439],[-81.868608,30.792754],[-81.89572,30.821098],[-81.910926,30.815889],[-81.949787,30.827493],[-81.962175,30.818001],[-81.962534,30.796526],[-81.973856,30.778487],[-81.988605,30.780056],[-82.007865,30.792937],[-82.022866,30.787991],[-82.024035,30.783156],[-82.011597,30.763122],[-82.017917,30.755263],[-82.038967,30.749262],[-82.043795,30.729641],[-82.036426,30.706585],[-82.050432,30.676266],[-82.049507,30.655548],[-82.042271,30.649452],[-82.039941,30.637144],[-82.028499,30.621829],[-82.027338,30.606726],[-82.016503,30.602484],[-82.012109,30.593773],[-82.005477,30.563495],[-82.018361,30.531184],[-82.01477,30.513009],[-82.017779,30.475081],[-82.037209,30.434518],[-82.034005,30.422357],[-82.04199,30.403266],[-82.036825,30.377884],[-82.047917,30.363265],[-82.060034,30.360328],[-82.094687,30.360781],[-82.104834,30.368319],[-82.161757,30.357851],[-82.170054,30.358929],[-82.19294,30.378779],[-82.210291,30.42459],[-82.203975,30.444507],[-82.207708,30.460503],[-82.200938,30.474438],[-82.201416,30.485164],[-82.226933,30.510281],[-82.23582,30.537187],[-82.231916,30.55627],[-82.214385,30.566958],[-83.499876,30.645671],[-84.86346,30.711506],[-84.896122,30.750591],[-84.914322,30.753591],[-84.920123,30.76599],[-84.917423,30.77589],[-84.928323,30.79309],[-84.927923,30.80279],[-84.936042,30.820671],[-84.928335,30.844263],[-84.935256,30.854328],[-84.935413,30.882481],[-84.966726,30.917287],[-84.971026,30.928187],[-84.983127,30.934786],[-84.979627,30.954686],[-84.982527,30.965586],[-85.005931,30.97704],[-84.999428,31.013843],[-85.009409,31.032378],[-85.011392,31.053546],[-85.028573,31.074583],[-85.026068,31.08418],[-85.029736,31.096163],[-85.035615,31.108192],[-85.054677,31.120818],[-85.064028,31.142495],[-85.076628,31.156927],[-85.100207,31.16549],[-85.098426,31.17777],[-85.106503,31.185305],[-85.106963,31.202693],[-85.09977,31.209751],[-85.096763,31.225651],[-85.111711,31.258022],[-85.114548,31.276302],[-85.110309,31.281733],[-85.099107,31.284165],[-85.089774,31.295026],[-85.084152,31.328313],[-85.088983,31.334292],[-85.085918,31.353146],[-85.09099,31.354428],[-85.092487,31.362881],[-85.078641,31.39636],[-85.079978,31.410472],[-85.074762,31.424879],[-85.06697,31.428594],[-85.071621,31.468384],[-85.045642,31.516813],[-85.047196,31.528671],[-85.041305,31.540987],[-85.05796,31.57084],[-85.055976,31.605178],[-85.060418,31.611271],[-85.057473,31.618624],[-85.082829,31.637967],[-85.083545,31.656071],[-85.092429,31.659966],[-85.12553,31.694965],[-85.12653,31.716764],[-85.11913,31.730964],[-85.129231,31.758663],[-85.12523,31.767063],[-85.140431,31.779663],[-85.132231,31.795162],[-85.131331,31.817562],[-85.141831,31.839261],[-85.138331,31.844161],[-85.140131,31.858761],[-85.128831,31.87636],[-85.132931,31.89306],[-85.114031,31.89336],[-85.10803,31.90516],[-85.112731,31.909859],[-85.07893,31.940159],[-85.08683,31.957758],[-85.067829,31.967358],[-85.07093,31.981658],[-85.068098,31.991857],[-85.064544,32.002489],[-85.053815,32.013502],[-85.05883,32.046656],[-85.055491,32.072657],[-85.047063,32.090433],[-85.06206,32.132486],[-85.045593,32.143758],[-85.011267,32.180493],[-84.966828,32.193952],[-84.966346,32.208034],[-84.957057,32.21671],[-84.925427,32.221551],[-84.912488,32.247463],[-84.890894,32.261504],[-84.9338,32.29826],[-85.001874,32.322015],[-85.007103,32.328362],[-85.004582,32.345196],[-84.983466,32.363186],[-84.976767,32.392648],[-84.981098,32.402833],[-84.979431,32.412244],[-84.96343,32.422544],[-84.967031,32.435343],[-84.971831,32.442843],[-84.995331,32.453243],[-84.998231,32.469842],[-84.994831,32.486042],[-85.0071,32.523868],[-85.015805,32.528428],[-85.022509,32.542923],[-85.067535,32.579546],[-85.076399,32.594665],[-85.08224,32.616264],[-85.088319,32.623032],[-85.087294,32.634407],[-85.098259,32.642708],[-85.089736,32.655635],[-85.093536,32.669734],[-85.114737,32.685634],[-85.122738,32.715727],[-85.1202,32.737647],[-85.138101,32.753836],[-85.133275,32.780609],[-85.167939,32.811612],[-85.168342,32.828516],[-85.159309,32.841382],[-85.160792,32.848466],[-85.177127,32.853895],[-85.1844,32.861317],[-85.42947,34.125096],[-85.561416,34.750079],[-85.605165,34.984678],[-84.810477,34.987607]]]},\"properties\":{\"name\":\"Georgia\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db69990c","contributors":{"authors":[{"text":"Jobson, Harvey E.","contributorId":27032,"corporation":false,"usgs":true,"family":"Jobson","given":"Harvey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":152039,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Keefer, Thomas N.","contributorId":43752,"corporation":false,"usgs":true,"family":"Keefer","given":"Thomas","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":152040,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":6057,"text":"pp1137 - 1979 - Comprehensive monitoring of meteorology, hydraulics, and thermal regime of the San Diego Aqueduct, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:57","indexId":"pp1137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1137","title":"Comprehensive monitoring of meteorology, hydraulics, and thermal regime of the San Diego Aqueduct, California","docAbstract":"Water temperature, as well as meteorologic and hydraulic variables which influence the energy budget of the San Diego Aqueduct in southern California, were continuously monitored for a 1-year period beginning July 24, 1973. Incoming solar and atmospheric radiation, windspeed and direction, water temperature, and wet- and dry-bulb air temperatures were recorded at 10-minute intervals at each end of the 26-kilometer concrete-lined canal, while flow-rates and stages were determined at hourly intervals for five locations. Although only daily averaged values are presented in this report, all information necessary for the use and interpretation of these data are presented. Windspeeds were minimum during the early morning hours and maximum during the late afternoon; however, they were variable spatially. On the other hand, incoming radiation and absolute vapor pressure varied little from point to point. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp1137","usgsCitation":"Jobson, H.E., and Sturrock, A.M., 1979, Comprehensive monitoring of meteorology, hydraulics, and thermal regime of the San Diego Aqueduct, California: U.S. Geological Survey Professional Paper 1137, 29 p., https://doi.org/10.3133/pp1137.","productDescription":"29 p.","costCenters":[],"links":[{"id":123400,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1137/report-thumb.jpg"},{"id":33057,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1137/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f8c","contributors":{"authors":[{"text":"Jobson, Harvey E.","contributorId":27032,"corporation":false,"usgs":true,"family":"Jobson","given":"Harvey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":152037,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sturrock, Alex M.","contributorId":48948,"corporation":false,"usgs":true,"family":"Sturrock","given":"Alex","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":152038,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9119,"text":"ofr791660 - 1979 - Preliminary results of the Sabkhah Hazawza gravity project, Wadi as Sirhan area, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2023-08-22T21:01:04.317444","indexId":"ofr791660","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1660","title":"Preliminary results of the Sabkhah Hazawza gravity project, Wadi as Sirhan area, Kingdom of Saudi Arabia","docAbstract":"

One hundred thirty seven new gravity stations at an average station density of one station per 17.5 km2 have been established in a 40 x 60 km area centered on Sabkhah Hazawza in the northwestern part of the Kingdom of Saudi Arabia. A successful tie to existing Arabian American Oil Co. (ARAMCO) gravity data was made and a simple Bouguer gravity anomaly map was compiled during the survey. The map shows a distinct gravity low of about -8 mgal associated with the sabkhah, its minimum displaced to the northeast of the longitudinal axis of the sabkhah. However, the continuation of the gravity anomaly under the basalt field to the northeast suggests that the gravity anomaly is due to an older basin-like structure. If the sabkhah deposits are due to damming of ancient Wadi as Sirhan by basalt flows, then the deposits are probably thin. Preliminary estimates give a maximum thickness of about 270 m for the sedimentary fill causing the gravity anomaly.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791660","usgsCitation":"Gettings, M., 1979, Preliminary results of the Sabkhah Hazawza gravity project, Wadi as Sirhan area, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 79-1660, iii, 8 p., https://doi.org/10.3133/ofr791660.","productDescription":"iii, 8 p.","costCenters":[],"links":[{"id":420042,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1660/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141862,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1660/report-thumb.jpg"}],"country":"Saudi Arabia","otherGeospatial":"Wadi as Sirhan area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 33.7939453125,\n 16.678293098288513\n ],\n [\n 57.7001953125,\n 16.678293098288513\n ],\n [\n 57.7001953125,\n 32.24997445586331\n ],\n [\n 33.7939453125,\n 32.24997445586331\n ],\n [\n 33.7939453125,\n 16.678293098288513\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aace4b07f02db66acfa","contributors":{"authors":[{"text":"Gettings, Mark E.","contributorId":100293,"corporation":false,"usgs":true,"family":"Gettings","given":"Mark E.","affiliations":[],"preferred":false,"id":159130,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":5903,"text":"pp1108 - 1979 - Impact of flow regulation and powerplant effluents on the flow and temperature regimes of the Chattahoochee River— Atlanta to Whitesburg, Georgia","interactions":[{"subject":{"id":8788,"text":"ofr78528 - 1978 - Impact of flow regulation and power plant effluents on the flow and temperature regimes of the Chattahoochee River - Atlanta to Whitesburg, Georgia","indexId":"ofr78528","publicationYear":"1978","noYear":false,"title":"Impact of flow regulation and power plant effluents on the flow and temperature regimes of the Chattahoochee River - Atlanta to Whitesburg, Georgia"},"predicate":"SUPERSEDED_BY","object":{"id":5903,"text":"pp1108 - 1979 - Impact of flow regulation and powerplant effluents on the flow and temperature regimes of the Chattahoochee River— Atlanta to Whitesburg, Georgia","indexId":"pp1108","publicationYear":"1979","noYear":false,"title":"Impact of flow regulation and powerplant effluents on the flow and temperature regimes of the Chattahoochee River— Atlanta to Whitesburg, Georgia"},"id":1}],"lastModifiedDate":"2021-12-08T22:43:06.72437","indexId":"pp1108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1108","title":"Impact of flow regulation and powerplant effluents on the flow and temperature regimes of the Chattahoochee River— Atlanta to Whitesburg, Georgia","docAbstract":"

A calibrated and verified transient flow-temperature model was used to evaluate the effects of flow regulation and powerplant loadings on the natural temperature regime of the Chattahoochee River in northeast Georgia. Estimates were made of both instantaneous and average natural temperatures in the river during an 8-day period in August 1976. Differences between the computed average natural temperature and an independent estimate of natural temperature based on observed equilibrium temperatures were less than 0.5°C. Downstream of the powerplants, the combined thermal effects of flow regulation and powerplant effluents resulted in mean daily river temperatures about equal to or less than computed mean natural temperatures. Thus the thermal impact of heated effluents was offset by the cooling effects of structural regulation. An independent analysis of historical river- and air-temperature data, although considerably less accurate than model computations, provided substantially the same result. The range and rates of change of computed natural diurnal temperature fluctuations were considerably less than those in the river at the time of this study in 1976. The models also were used to simulate summer river temperatures using estimated year 2000 flow conditions and meteorologic data collected during 1976. Except during periods of peak water-supply demand, differences between computed year 2000 river temperatures and observed 1976 temperatures were less than 2°C.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1108","usgsCitation":"Faye, R.E., Jobson, H.E., and Land, L.F., 1979, Impact of flow regulation and powerplant effluents on the flow and temperature regimes of the Chattahoochee River— Atlanta to Whitesburg, Georgia: U.S. Geological Survey Professional Paper 1108, v, 56 p., https://doi.org/10.3133/pp1108.","productDescription":"v, 56 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":392661,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74370.htm"},{"id":32759,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1108/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117529,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1108/report-thumb.jpg"}],"country":"United States","state":"Georgia","city":"Atlanta, Whitesburg","otherGeospatial":"Chattahoochee River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84.21295166015629,\n 34.24245948736849\n ],\n [\n -84.13604736328122,\n 34.56764471968292\n ],\n [\n -83.98223876953124,\n 34.768691457552706\n ],\n [\n -83.726806640625,\n 34.75740963726004\n ],\n [\n -83.50982666015624,\n 34.70775131553933\n ],\n [\n -83.47412109374999,\n 34.54954921593403\n ],\n [\n -83.47137451171875,\n 34.51334640147576\n ],\n [\n -84.00009155273438,\n 33.970697997361654\n ],\n [\n -84.36538696289062,\n 33.87041555094183\n ],\n [\n -84.4793701171875,\n 33.73804486328907\n ],\n [\n -84.53430175781247,\n 33.6031820405205\n ],\n [\n -84.70733642578124,\n 33.447484889088855\n ],\n [\n -84.6551513671875,\n 33.351179088043494\n ],\n [\n -84.7540283203125,\n 33.284619968887675\n ],\n [\n -84.76226806640624,\n 33.18353672893615\n ],\n [\n -84.84191894531249,\n 33.100745405144245\n ],\n [\n -84.8583984375,\n 32.9372338139709\n ],\n [\n -85.02044677734375,\n 32.858825196463854\n ],\n [\n -85.177001953125,\n 32.857671610787456\n ],\n [\n -85.27313232421878,\n 32.88996633815203\n ],\n [\n -85.30746459960939,\n 33.04781007347206\n ],\n [\n -85.26214599609375,\n 33.167444534375925\n ],\n [\n -85.1708221435547,\n 33.23983613293645\n ],\n [\n -85.16738891601562,\n 33.31905344502012\n ],\n [\n -85.07812500000003,\n 33.46810795527894\n ],\n [\n -84.99092102050781,\n 33.49445251114961\n ],\n [\n -84.83230590820312,\n 33.67063988581374\n ],\n [\n -84.70184326171875,\n 33.7597402884442\n ],\n [\n -84.55490112304689,\n 33.91487347147951\n ],\n [\n -84.43130493164067,\n 34.025347738147936\n ],\n [\n -84.35302734375003,\n 34.07882486401267\n ],\n [\n -84.21295166015629,\n 34.24245948736849\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f3e81","contributors":{"authors":[{"text":"Faye, Robert E.","contributorId":92221,"corporation":false,"usgs":true,"family":"Faye","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":151780,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jobson, Harvey E.","contributorId":27032,"corporation":false,"usgs":true,"family":"Jobson","given":"Harvey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":151778,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Land, Larry F.","contributorId":60612,"corporation":false,"usgs":true,"family":"Land","given":"Larry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":151779,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26742,"text":"wri7987 - 1979 - Water quality of the French Broad River, North Carolina : An analysis of data collected at Marshall, 1958-77","interactions":[],"lastModifiedDate":"2017-01-24T08:26:50","indexId":"wri7987","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-87","title":"Water quality of the French Broad River, North Carolina : An analysis of data collected at Marshall, 1958-77","docAbstract":"

An investigation of water quality in the industrialized French Broad River basin of western North Carolina has identified water-quality variations, the extent of man's influence on water quality, and trends in changes in the chemical quality of the river. The study centered on data collected during 1958-77 at the U.S. Geological Survey's station at Marshall, N.C.

The French Broad is a clean river. Only occasionally have concentrations of some trace metals been observed to exceed drinking water standards. However, 58 percent of samples analyzed for fecal coliform bacteria during 1974-77 exceeded criteria levels for bathing waters.

Most water-quality variations are associated with variations in streamflow. Concentrations of constituents transported in solution generally decrease at higher flows, whereas concentrations of materials associated with suspended sediment increase with flow. No correlation between discharge and nutrient concentrations has been observed.

Man's activities in the basin have resulted in deterioration of water quality. In 1958, an estimated 64 percent of the inorganic dissolved-solids load in the river at Marshall was due to man-made pollution, and by 1966, it was 74 percent. As of 1977, water quality had returned to levels of 1958, apparently the result of new waste-water treatment facilities and improved industrial technology.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Raleigh, NC","doi":"10.3133/wri7987","collaboration":"Prepared in cooperation with the North Carolina Department of Natural Resources and Community Development","usgsCitation":"Daniel, C.C., Wilder, H., and Weiner, M.S., 1979, Water quality of the French Broad River, North Carolina : An analysis of data collected at Marshall, 1958-77: U.S. Geological Survey Water-Resources Investigations Report 79-87, vi, 53 p., https://doi.org/10.3133/wri7987.","productDescription":"vi, 53 p.","numberOfPages":"62","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158542,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7987.jpg"},{"id":329055,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0087/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","city":"Marshall","otherGeospatial":"French Broad River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.97698974609375,\n 35.07271701786369\n ],\n [\n -82.97698974609375,\n 36.01356058518153\n ],\n [\n -82.276611328125,\n 36.01356058518153\n ],\n [\n -82.276611328125,\n 35.07271701786369\n ],\n [\n -82.97698974609375,\n 35.07271701786369\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f98e9","contributors":{"authors":[{"text":"Daniel, C. C. III","contributorId":71953,"corporation":false,"usgs":true,"family":"Daniel","given":"C.","suffix":"III","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196922,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilder, H.B.","contributorId":71246,"corporation":false,"usgs":true,"family":"Wilder","given":"H.B.","email":"","affiliations":[],"preferred":false,"id":196921,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Weiner, M. S.","contributorId":55806,"corporation":false,"usgs":true,"family":"Weiner","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":196920,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}