Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedimenttransport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-65-118-4838 on Interstate 65 crossing Crooked Creek in Marion County, Indiana, are presented. The site is in the city of Indianapolis in the central part of Marion County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 8.3 feet for the modeled discharge of 7,000 cubic feet per second and approximately 9.2 feet for the modeled discharge of 9,870 cubic feet per second.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97316","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-65-118-4838 crossing Crooked Creek in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-316, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97316.","productDescription":"iv, 23 p. ;28 cm.","startPage":"1","endPage":"19","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156691,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0316/report-thumb.jpg"},{"id":53451,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0316/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Marion County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-88.6962,38.8256],[-88.6978,38.7372],[-88.6998,38.6062],[-88.7009,38.5618],[-88.7018,38.4752],[-88.8111,38.4759],[-88.9228,38.4769],[-88.9799,38.4749],[-89.0345,38.4747],[-89.1444,38.4741],[-89.1443,38.5041],[-89.1429,38.5611],[-89.1395,38.6495],[-89.1396,38.7361],[-89.1392,38.824],[-89.0961,38.8234],[-89.0317,38.8232],[-88.9218,38.8237],[-88.8078,38.824],[-88.6962,38.8256]]]},\"properties\":{\"name\":\"Marion\",\"state\":\"IL\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db655706","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191748,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":191746,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":191747,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":44846,"text":"wri974082B - 1997 - Quality of shallow ground water in alluvial aquifers of the Willamette Basin, Oregon, 1993-95","interactions":[],"lastModifiedDate":"2012-02-02T00:10:55","indexId":"wri974082B","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-4082","chapter":"B","title":"Quality of shallow ground water in alluvial aquifers of the Willamette Basin, Oregon, 1993-95","docAbstract":"The current (1993?95) quality of shallow ground water (generally, <25 meters below land surface) in Willamette Basin alluvium is described using results from two studies. A Study-Unit Survey, or regional assessment of shallow groundwater quality in alluvium, was done from June through August 1993. During the Study-Unit Survey, data were collected from 70 domestic wells chosen using a random-selection process and located mostly in areas of agricultural land use. An urban Land-Use Study, which was a reconnaissance of shallow urban ground-water quality from 10 monitoring wells installed in areas of residential land use, was done in July 1995. Concentrations of nitrite plus nitrate (henceforth, nitrate, because nitrite concentrations were low) ranged from <0.05 to 26 mg N/L (milligrams nitrogen per liter) in ground water from 70 Study-Unit-Survey wells; concentrations exceeded the U.S. Environmental Protection Agency (USEPA) Maximum Contaminant Level (MCL) of 10 mg N/L in 9 percent of Study-Unit-Survey samples. Relationships were observed between nitrate concentrations and dissolved-oxygen concentrations, the amount of clay present within and overlying aquifers, overlying geology, and upgradient land use. Tritium (3H) data indicate that 21 percent of Study-Unit-Survey samples represented water recharged prior to 1953. Nitrogen-fertilizer application rates in the basin have increased greatly over the past several decades. Thus, some observed nitrate concentrations may reflect nitrogen loading rates that were smaller than those presently applied in the basin. Concentrations of phosphorus ranged from <0.01 to 2.2 mg/L in 70 Study-Unit-Survey wells and exceeded 0.10 mg/L in 60 percent of the samples. Phosphorus and nitrate concentrations were inversely correlated. From 1 to 5 pesticides and pesticide degradation products (henceforth, pesticides) were detected in ground water from each of 23 Study-Unit-Survey wells (33 percent of 69 wells sampled for pesticides) for a total of 51 pesticide detections. Thirteen different pesticides were detected; atrazine was the most frequently encountered pesticide. Although detections were widespread, concentrations were low (generally <1,000 ng/L [nanograms per liter]). (One ng/L is equal to 0.001 mg/L [micrograms per liter].) One detection (dinoseb, at 7,900 ng/L) exceeded a USEPA MCL. Relationships were observed between the occurrence of pesticides and the amount of clay present within and overlying aquifers, overlying geology, and land use. Between 1 and 5 volatile organic compounds (VOCs) were detected at each of 7 Study-Unit-Survey sites (11 percent of 65 sites evaluated), for a total of 14 VOC detections. One detection (tetrachloroethylene, at 29 mg/L) exceeded a USEPA MCL. Other detections were at low concentrations (0.2 to 2.0 mg/L). VOC detections generally were from sites associated with urban land use. Concentrations of arsenic ranged from <1 to 13 mg/L in 70 Study-Unit-Survey wells. Concentrations in 16 percent of samples exceeded the USEPA Risk-Specific-Dose Health Advisory of 2 mg/L. Radon concentrations ranged from 200 to 1,200 pCi/L (picocuries per liter) in 51 Study-Unit-Survey wells. All samples exceeded the USEPA Risk-Specific-Dose Health Advisory of 150 pCi/L. All urban Land-Use-Study samples were well oxygenated; thus, nitrate reduction probably did not affect these samples. Urban Land-Use-Study nitrate concentrations were similar to those of the well oxygenated, agricultural subset of Study-Unit-Survey samples. Pesticides were detected in samples from three urban Land-Use-Study sites, but concentrations were low (1 to 5 ng/L). In contrast, VOCs were detected in ground water from 80 percent of urban Land-Use-Study wells; concentrations ranged up to 7.6 mg/L. Trace-element concentrations in the urban Land-Use Study samples were low. Median concentrations consistently were <10 mg/L and frequently were <1 mg/L","language":"ENGLISH","doi":"10.3133/wri974082B","usgsCitation":"Hinkle, S.R., 1997, Quality of shallow ground water in alluvial aquifers of the Willamette Basin, Oregon, 1993-95: U.S. Geological Survey Water-Resources Investigations Report 97-4082, x, 48 p. : ill., maps (some col.) ; 28 cm., https://doi.org/10.3133/wri974082B.","productDescription":"x, 48 p. : ill., maps (some col.) ; 28 cm.","costCenters":[],"links":[{"id":3951,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://oregon.usgs.gov/pubs_dir/Pdf/97-4082b.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4082b/report-thumb.jpg"},{"id":82202,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4082b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8ee4b07f02db6549fd","contributors":{"authors":[{"text":"Hinkle, Stephen R. srhinkle@usgs.gov","contributorId":1171,"corporation":false,"usgs":true,"family":"Hinkle","given":"Stephen","email":"srhinkle@usgs.gov","middleInitial":"R.","affiliations":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"preferred":true,"id":230543,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24939,"text":"ofr97276 - 1997 - Preliminary geologic map of the Point Dume 7.5' quadrangle, southern California: A digital database","interactions":[],"lastModifiedDate":"2021-11-05T20:10:14.394065","indexId":"ofr97276","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-276","title":"Preliminary geologic map of the Point Dume 7.5' quadrangle, southern California: A digital database","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr97276","issn":"0094-9140","usgsCitation":"Yerkes, R., and Campbell, R.H., 1997, Preliminary geologic map of the Point Dume 7.5' quadrangle, southern California: A digital database: U.S. Geological Survey Open-File Report 97-276, 11 p., https://doi.org/10.3133/ofr97276.","productDescription":"11 p.","costCenters":[],"links":[{"id":391443,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_22986.htm"},{"id":53906,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0276/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157550,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0276/report-thumb.jpg"},{"id":1913,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1997/of97-276/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","otherGeospatial":"Point Dume 7.5' quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -118.875,\n 34\n ],\n [\n -118.75,\n 34\n ],\n [\n -118.75,\n 34.125\n ],\n [\n -118.875,\n 34.125\n ],\n [\n -118.875,\n 34\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db6981bf","contributors":{"authors":[{"text":"Yerkes, R.F.","contributorId":105752,"corporation":false,"usgs":true,"family":"Yerkes","given":"R.F.","affiliations":[],"preferred":false,"id":192837,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Campbell, R. H.","contributorId":52160,"corporation":false,"usgs":true,"family":"Campbell","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":192836,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":23612,"text":"ofr97247 - 1997 - Hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1994-96","interactions":[],"lastModifiedDate":"2019-10-09T15:03:18","indexId":"ofr97247","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-247","title":"Hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1994-96","docAbstract":"Since 1984, hydrologic data have been collected as part of a U.S. Geological Survey study of the occurrence and movement of acidic contamination in the aquifer and streams of the Pinal Creek drainage basin near Globe, Arizona. Ground-water data from that study are presented for water years 1994, 1995, and 1996 and include location, construction information, site plans, water levels, chemical and physical field measurements, and selected chemical analyses of water samples for nine monitoring well groups. Monthly precipitation data and long-term precipitation statistics are presented for two sites.","language":"English","publisher":"U.S. Geological Survey ","publisherLocation":"Reston, VA","doi":"10.3133/ofr97247","issn":"0094-9140","usgsCitation":"Konieczki, A.D., and Angeroth, C.E., 1997, Hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1994-96: U.S. Geological Survey Open-File Report 97-247, iv, 94 p. , https://doi.org/10.3133/ofr97247.","productDescription":"iv, 94 p. ","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":154850,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0247/report-thumb.jpg"},{"id":52892,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-112.538593,37.000674],[-111.405517,37.001497],[-111.278286,37.000465],[-111.254853,37.001077],[-111.133718,37.000779],[-111.066496,37.002389],[-110.599512,37.003448],[-110.50069,37.00426],[-110.490908,37.003566],[-110.47019,36.997997],[-110.021778,36.998602],[-110.000876,36.998502],[-110.000677,36.997968],[-109.875673,36.998504],[-109.625668,36.998308],[-109.495338,36.999105],[-109.246917,36.999346],[-109.045223,36.999084],[-109.046796,35.363606],[-109.046084,35.250025],[-109.046072,34.828566],[-109.045624,34.814226],[-109.046104,34.799981],[-109.045363,34.785406],[-109.046086,34.771016],[-109.047006,34.00005],[-109.046426,33.875052],[-109.047145,33.74001],[-109.046662,33.625055],[-109.047298,33.409783],[-109.046564,33.37506],[-109.047045,33.36928],[-109.04747,33.250063],[-109.046905,33.091931],[-109.04748,33.06842],[-109.047117,32.77757],[-109.049112,31.636598],[-109.050173,31.480004],[-109.050044,31.332502],[-109.278489,31.333959],[-109.829689,31.334067],[-110.000613,31.333145],[-110.140512,31.333965],[-110.460172,31.332827],[-110.795467,31.33363],[-111.000643,31.332177],[-111.074825,31.332239],[-111.125646,31.348978],[-111.560194,31.488138],[-111.979417,31.620683],[-112.246102,31.704195],[-112.867074,31.895488],[-113.125961,31.97278],[-113.217308,32.002107],[-113.493196,32.088943],[-113.78168,32.179034],[-114.250775,32.32391],[-114.50078,32.400057],[-114.813613,32.494277],[-114.813991,32.497231],[-114.812316,32.500054],[-114.813694,32.505065],[-114.81237,32.507712],[-114.807726,32.508726],[-114.806017,32.510094],[-114.804694,32.512476],[-114.804958,32.517506],[-114.809723,32.520153],[-114.811576,32.523594],[-114.810563,32.527666],[-114.8064,32.531192],[-114.802181,32.536414],[-114.802018,32.53946],[-114.804776,32.541659],[-114.80583,32.546354],[-114.803883,32.548002],[-114.795635,32.550956],[-114.793769,32.552329],[-114.792065,32.555009],[-114.791551,32.557023],[-114.791988,32.560652],[-114.794635,32.563564],[-114.795959,32.564093],[-114.79766,32.564444],[-114.804429,32.561976],[-114.808929,32.561976],[-114.810517,32.563828],[-114.810517,32.56727],[-114.808929,32.569652],[-114.804421,32.572942],[-114.801877,32.57601],[-114.801471,32.578255],[-114.803879,32.580889],[-114.803987,32.582652],[-114.800441,32.58808],[-114.799683,32.593621],[-114.801548,32.598591],[-114.805932,32.600721],[-114.807906,32.602783],[-114.809042,32.608806],[-114.809393,32.617119],[-114.80739,32.621332],[-114.799302,32.625115],[-114.794102,32.622475],[-114.791179,32.621833],[-114.781872,32.62505],[-114.78267,32.628634],[-114.782235,32.630215],[-114.779215,32.633579],[-114.774482,32.635869],[-114.764382,32.642666],[-114.76331,32.644617],[-114.763512,32.645996],[-114.765067,32.648047],[-114.76495,32.649391],[-114.75831,32.655178],[-114.753111,32.658304],[-114.748,32.664184],[-114.747848,32.667693],[-114.745345,32.672187],[-114.744491,32.678671],[-114.730453,32.698843],[-114.730086,32.704298],[-114.722746,32.713071],[-114.717665,32.721654],[-114.714522,32.73039],[-114.701918,32.745548],[-114.69879,32.744846],[-114.688779,32.737675],[-114.684278,32.737537],[-114.667493,32.734226],[-114.65826,32.733799],[-114.632686,32.730846],[-114.618373,32.728245],[-114.615585,32.728446],[-114.614772,32.734089],[-114.612697,32.734516],[-114.581784,32.734946],[-114.581736,32.742321],[-114.564508,32.742298],[-114.564447,32.749554],[-114.539224,32.749812],[-114.539093,32.756949],[-114.526856,32.757094],[-114.528443,32.767276],[-114.531831,32.774264],[-114.532432,32.776923],[-114.531669,32.791185],[-114.528849,32.796307],[-114.522031,32.801675],[-114.515389,32.811439],[-114.510217,32.816417],[-114.494116,32.823288],[-114.468971,32.845155],[-114.465546,32.874809],[-114.465715,32.87942],[-114.463127,32.901884],[-114.462929,32.907944],[-114.464448,32.913129],[-114.47664,32.923628],[-114.479005,32.928291],[-114.48092,32.935252],[-114.48074,32.937027],[-114.478456,32.940555],[-114.474042,32.94515],[-114.470833,32.949333],[-114.469113,32.952673],[-114.46773,32.956323],[-114.467272,32.960675],[-114.467664,32.966861],[-114.469039,32.972295],[-114.470988,32.97406],[-114.476156,32.975168],[-114.480417,32.973665],[-114.481315,32.972064],[-114.488625,32.969946],[-114.490129,32.969885],[-114.492938,32.971781],[-114.494212,32.974262],[-114.495712,32.980076],[-114.499797,33.003905],[-114.50613,33.01701],[-114.511343,33.023455],[-114.52013,33.029984],[-114.523578,33.030961],[-114.538459,33.033422],[-114.553189,33.033974],[-114.571653,33.036624],[-114.575161,33.036542],[-114.578287,33.035375],[-114.581404,33.032545],[-114.584765,33.028231],[-114.589778,33.026228],[-114.601014,33.02541],[-114.618788,33.027202],[-114.625787,33.029436],[-114.628293,33.031052],[-114.639553,33.045291],[-114.64598,33.048903],[-114.649001,33.046763],[-114.655038,33.037107],[-114.657827,33.033825],[-114.659832,33.032665],[-114.662317,33.032671],[-114.66506,33.033908],[-114.670803,33.037984],[-114.673659,33.041897],[-114.675104,33.047532],[-114.674296,33.057171],[-114.686991,33.070969],[-114.68912,33.076122],[-114.689307,33.079179],[-114.688597,33.082869],[-114.68902,33.084036],[-114.692548,33.085786],[-114.701165,33.086368],[-114.70473,33.087051],[-114.706488,33.08816],[-114.707819,33.091102],[-114.707896,33.097432],[-114.703682,33.113769],[-114.696829,33.131209],[-114.689995,33.137883],[-114.687074,33.142196],[-114.682253,33.155214],[-114.679359,33.159519],[-114.678729,33.162948],[-114.680248,33.169717],[-114.679034,33.174738],[-114.675831,33.18152],[-114.67536,33.185489],[-114.67519,33.188179],[-114.678749,33.203448],[-114.673715,33.219245],[-114.673626,33.223121],[-114.674479,33.225504],[-114.678097,33.2303],[-114.682731,33.234918],[-114.689421,33.24525],[-114.689541,33.246428],[-114.688205,33.247966],[-114.674491,33.255597],[-114.672088,33.258499],[-114.672401,33.26047],[-114.677032,33.27017],[-114.680507,33.273577],[-114.684363,33.276025],[-114.694449,33.279786],[-114.711197,33.283342],[-114.717875,33.285157],[-114.72167,33.286982],[-114.723259,33.288079],[-114.731223,33.302434],[-114.731222,33.304039],[-114.729904,33.305745],[-114.723623,33.31211],[-114.710792,33.320607],[-114.707962,33.323421],[-114.705241,33.327767],[-114.700938,33.337014],[-114.698035,33.352442],[-114.699053,33.361148],[-114.707348,33.376628],[-114.70731,33.382542],[-114.708408,33.384147],[-114.713602,33.388257],[-114.722872,33.398779],[-114.725292,33.402342],[-114.725282,33.405048],[-114.723829,33.406531],[-114.720065,33.407891],[-114.710878,33.407254],[-114.701732,33.408388],[-114.697707,33.410942],[-114.695655,33.415127],[-114.687953,33.417944],[-114.673901,33.418299],[-114.658382,33.413036],[-114.652828,33.412922],[-114.64954,33.413633],[-114.643302,33.416745],[-114.635183,33.422726],[-114.62964,33.428138],[-114.627125,33.433554],[-114.622283,33.447558],[-114.623395,33.45449],[-114.622918,33.456561],[-114.612472,33.470768],[-114.601696,33.481394],[-114.599713,33.484315],[-114.597283,33.490653],[-114.591554,33.499443],[-114.588239,33.502453],[-114.580468,33.506465],[-114.573757,33.507543],[-114.569533,33.509219],[-114.560963,33.516739],[-114.560835,33.524334],[-114.558898,33.531819],[-114.542011,33.542481],[-114.524599,33.552231],[-114.524391,33.553683],[-114.526834,33.557466],[-114.535965,33.569154],[-114.5403,33.580615],[-114.540617,33.591412],[-114.529186,33.60665],[-114.524813,33.611351],[-114.524619,33.61426],[-114.525783,33.616588],[-114.527938,33.618839],[-114.529662,33.622794],[-114.529856,33.627448],[-114.526947,33.633073],[-114.526947,33.637534],[-114.53005,33.647619],[-114.530244,33.65014],[-114.525201,33.658092],[-114.525201,33.661583],[-114.529706,33.668031],[-114.530999,33.671102],[-114.531523,33.675108],[-114.530348,33.679245],[-114.527782,33.682684],[-114.523959,33.685879],[-114.512409,33.691282],[-114.504993,33.693022],[-114.496489,33.696901],[-114.495719,33.698454],[-114.494197,33.707922],[-114.494901,33.71443],[-114.496565,33.719155],[-114.500788,33.722204],[-114.502661,33.724584],[-114.504176,33.728055],[-114.506799,33.730518],[-114.510265,33.732146],[-114.512348,33.734214],[-114.508206,33.741587],[-114.504483,33.750998],[-114.504863,33.760465],[-114.507089,33.76793],[-114.516734,33.788345],[-114.520094,33.799473],[-114.52805,33.814963],[-114.527161,33.816191],[-114.522714,33.818979],[-114.520733,33.822031],[-114.51997,33.825381],[-114.523409,33.835323],[-114.525539,33.838614],[-114.529597,33.848063],[-114.529385,33.851755],[-114.528451,33.854929],[-114.526771,33.857357],[-114.52453,33.858477],[-114.516811,33.85812],[-114.514673,33.858638],[-114.505638,33.864276],[-114.503887,33.865754],[-114.503017,33.867998],[-114.503395,33.875018],[-114.50434,33.876882],[-114.516501,33.885926],[-114.518928,33.891714],[-114.517808,33.894889],[-114.516314,33.896196],[-114.508708,33.90064],[-114.507988,33.901813],[-114.50792,33.903807],[-114.508558,33.906098],[-114.511511,33.911092],[-114.518434,33.917518],[-114.525361,33.922272],[-114.533679,33.926072],[-114.534987,33.928499],[-114.535478,33.934651],[-114.52868,33.947817],[-114.522002,33.955623],[-114.51586,33.958106],[-114.511231,33.95704],[-114.509568,33.957264],[-114.499883,33.961789],[-114.495047,33.966835],[-114.484784,33.975519],[-114.481455,33.981261],[-114.475907,33.984424],[-114.471138,33.98804],[-114.467932,33.992877],[-114.462377,33.993781],[-114.46117,33.994687],[-114.460264,33.996649],[-114.460415,33.999215],[-114.46283,34.004497],[-114.463132,34.00661],[-114.46283,34.008421],[-114.46117,34.010081],[-114.458906,34.010835],[-114.454807,34.010968],[-114.450206,34.012574],[-114.443821,34.016176],[-114.44054,34.019329],[-114.438266,34.022609],[-114.436171,34.028083],[-114.434949,34.037784],[-114.435504,34.042615],[-114.438602,34.050205],[-114.439406,34.05381],[-114.43934,34.057893],[-114.437683,34.071937],[-114.435429,34.079727],[-114.434181,34.087379],[-114.428026,34.092787],[-114.426168,34.097042],[-114.420499,34.103466],[-114.415908,34.107636],[-114.411681,34.110031],[-114.405941,34.11154],[-114.401352,34.111652],[-114.390565,34.110084],[-114.379234,34.115988],[-114.369297,34.117517],[-114.366521,34.118575],[-114.360402,34.123577],[-114.356373,34.130429],[-114.353031,34.133121],[-114.348052,34.134458],[-114.336112,34.134035],[-114.324576,34.136759],[-114.320777,34.138635],[-114.312206,34.144776],[-114.292806,34.166725],[-114.287294,34.170529],[-114.275267,34.17215],[-114.268267,34.17021],[-114.254141,34.173831],[-114.244191,34.179625],[-114.240712,34.183232],[-114.229715,34.186928],[-114.227034,34.188866],[-114.224941,34.193896],[-114.225861,34.201774],[-114.225194,34.203642],[-114.211761,34.211539],[-114.208253,34.215505],[-114.190876,34.230858],[-114.17805,34.239969],[-114.176403,34.241512],[-114.173119,34.247226],[-114.166536,34.249647],[-114.164476,34.251667],[-114.161826,34.257038],[-114.159697,34.258242],[-114.153346,34.258289],[-114.147159,34.259564],[-114.139055,34.259538],[-114.136185,34.261296],[-114.134612,34.263518],[-114.134427,34.266387],[-114.137045,34.277018],[-114.13605,34.280833],[-114.138365,34.288564],[-114.139534,34.295844],[-114.138167,34.300936],[-114.138282,34.30323],[-114.14093,34.305919],[-114.157206,34.317862],[-114.168807,34.339513],[-114.176909,34.349306],[-114.185556,34.354386],[-114.191094,34.356125],[-114.199482,34.361373],[-114.213774,34.36246],[-114.226107,34.365916],[-114.229686,34.368908],[-114.234275,34.376662],[-114.245261,34.385659],[-114.252739,34.3901],[-114.264317,34.401329],[-114.267521,34.402486],[-114.280108,34.403147],[-114.286802,34.40534],[-114.288663,34.406623],[-114.291751,34.411104],[-114.292226,34.417606],[-114.294836,34.421389],[-114.301016,34.426807],[-114.312251,34.432726],[-114.319054,34.435831],[-114.32613,34.437251],[-114.330669,34.445295],[-114.335372,34.450038],[-114.339627,34.451435],[-114.342615,34.451442],[-114.356025,34.449744],[-114.363404,34.447773],[-114.373719,34.446938],[-114.375789,34.447798],[-114.378852,34.450376],[-114.386699,34.457911],[-114.387407,34.460492],[-114.387187,34.462021],[-114.381701,34.47604],[-114.383038,34.488903],[-114.382358,34.495757],[-114.378124,34.507288],[-114.378223,34.516521],[-114.380838,34.529724],[-114.389603,34.542982],[-114.405228,34.569637],[-114.422382,34.580711],[-114.429747,34.591734],[-114.43009,34.596874],[-114.424326,34.602338],[-114.424202,34.610453],[-114.428648,34.614641],[-114.438739,34.621455],[-114.441398,34.630171],[-114.440294,34.63824],[-114.441465,34.64253],[-114.444276,34.646542],[-114.449549,34.651423],[-114.451753,34.654321],[-114.452628,34.659573],[-114.451785,34.663891],[-114.451971,34.666795],[-114.454305,34.671234],[-114.456567,34.677956],[-114.462178,34.6858],[-114.465246,34.691202],[-114.46809,34.701786],[-114.46862,34.707573],[-114.470477,34.711368],[-114.47162,34.712966],[-114.473682,34.713964],[-114.481954,34.716036],[-114.486768,34.7191],[-114.490971,34.724848],[-114.495858,34.727956],[-114.510292,34.733582],[-114.516619,34.736745],[-114.529615,34.750822],[-114.540306,34.757109],[-114.552682,34.766871],[-114.558653,34.773852],[-114.57101,34.794294],[-114.574569,34.805746],[-114.576452,34.8153],[-114.581126,34.826115],[-114.586842,34.835672],[-114.592339,34.841153],[-114.600653,34.847361],[-114.619878,34.856873],[-114.623939,34.859738],[-114.630682,34.866352],[-114.635176,34.875003],[-114.636768,34.885705],[-114.636725,34.889107],[-114.635425,34.895192],[-114.630877,34.907263],[-114.630552,34.911852],[-114.633237,34.92123],[-114.633253,34.924608],[-114.632196,34.930628],[-114.629753,34.938684],[-114.629811,34.94481],[-114.631681,34.95131],[-114.634953,34.958918],[-114.635237,34.965149],[-114.634607,34.96906],[-114.629907,34.980791],[-114.629015,34.986148],[-114.62919,34.991887],[-114.629928,34.99474],[-114.633013,35.002085],[-114.636674,35.008807],[-114.638023,35.020556],[-114.636893,35.028367],[-114.632429,35.037586],[-114.627124,35.044721],[-114.606694,35.058941],[-114.603619,35.064226],[-114.602908,35.068588],[-114.604736,35.07483],[-114.613132,35.083097],[-114.622517,35.088703],[-114.642831,35.096503],[-114.646759,35.101872],[-114.644352,35.105904],[-114.629934,35.118272],[-114.619905,35.121632],[-114.59912,35.12105],[-114.58774,35.123729],[-114.578524,35.12875],[-114.572747,35.138725],[-114.569569,35.163053],[-114.569238,35.18348],[-114.572119,35.200591],[-114.574835,35.205898],[-114.579963,35.20964],[-114.583559,35.22993],[-114.583111,35.23809],[-114.587129,35.262376],[-114.597503,35.296954],[-114.595931,35.325234],[-114.604314,35.353584],[-114.611435,35.369056],[-114.627137,35.409504],[-114.652005,35.429165],[-114.662125,35.444241],[-114.6645,35.449497],[-114.666377,35.466856],[-114.672901,35.481708],[-114.677643,35.489742],[-114.679205,35.499992],[-114.677205,35.513491],[-114.673805,35.517891],[-114.663105,35.524491],[-114.658005,35.530491],[-114.656905,35.534391],[-114.657405,35.536391],[-114.660205,35.539291],[-114.662005,35.545491],[-114.663005,35.56369],[-114.666184,35.577576],[-114.665649,35.580428],[-114.659606,35.58749],[-114.654306,35.59759],[-114.653406,35.610789],[-114.658206,35.619089],[-114.677107,35.641489],[-114.689407,35.651412],[-114.690008,35.664688],[-114.682207,35.678188],[-114.680607,35.685488],[-114.683208,35.689387],[-114.694108,35.695187],[-114.701208,35.701187],[-114.705409,35.708287],[-114.705309,35.711587],[-114.697309,35.733686],[-114.695709,35.755986],[-114.701409,35.769086],[-114.69891,35.790185],[-114.71211,35.806185],[-114.70991,35.810185],[-114.70371,35.814585],[-114.69571,35.830601],[-114.699848,35.843283],[-114.699848,35.84837],[-114.697767,35.854844],[-114.68201,35.863284],[-114.679501,35.868023],[-114.67742,35.874728],[-114.68112,35.885364],[-114.700271,35.901772],[-114.708516,35.912313],[-114.707526,35.92806],[-114.715692,35.934709],[-114.729356,35.941413],[-114.731159,35.943916],[-114.728318,35.95629],[-114.729941,35.962183],[-114.740595,35.975656],[-114.743756,35.985095],[-114.742779,36.009963],[-114.740522,36.013336],[-114.731162,36.021862],[-114.729707,36.028166],[-114.730435,36.031317],[-114.734314,36.035681],[-114.739405,36.037863],[-114.740617,36.041015],[-114.740375,36.049258],[-114.736738,36.054349],[-114.736253,36.05847],[-114.743342,36.070535],[-114.754099,36.07944],[-114.755491,36.081601],[-114.755618,36.087166],[-114.753638,36.090705],[-114.747079,36.097005],[-114.736165,36.104367],[-114.717293,36.107686],[-114.709771,36.107742],[-114.666538,36.117343],[-114.66289,36.119932],[-114.65995,36.124145],[-114.631716,36.142306],[-114.627855,36.141012],[-114.621883,36.13213],[-114.616694,36.130101],[-114.608264,36.133949],[-114.597212,36.142103],[-114.572031,36.15161],[-114.545789,36.152248],[-114.511721,36.150956],[-114.506711,36.148277],[-114.504631,36.145629],[-114.506144,36.134659],[-114.505766,36.131444],[-114.504442,36.129741],[-114.502172,36.128796],[-114.49612,36.12785],[-114.487034,36.129396],[-114.470152,36.138801],[-114.463637,36.139695],[-114.458369,36.138586],[-114.453325,36.130726],[-114.448654,36.12641],[-114.446605,36.12597],[-114.427169,36.136305],[-114.41695,36.145761],[-114.412373,36.147254],[-114.405475,36.147371],[-114.372106,36.143114],[-114.363109,36.130246],[-114.337273,36.10802],[-114.328777,36.105501],[-114.30843,36.082443],[-114.305738,36.074882],[-114.307879,36.071291],[-114.314206,36.066619],[-114.316109,36.063109],[-114.315557,36.059494],[-114.314028,36.058165],[-114.280202,36.046362],[-114.270645,36.03572],[-114.266721,36.029238],[-114.263146,36.025937],[-114.252651,36.020193],[-114.238799,36.014561],[-114.233289,36.014289],[-114.21369,36.015613],[-114.19238,36.020993],[-114.176824,36.027651],[-114.166465,36.027738],[-114.15413,36.023862],[-114.151725,36.024563],[-114.148191,36.028013],[-114.138202,36.041284],[-114.137188,36.046785],[-114.138203,36.053161],[-114.136896,36.059467],[-114.114531,36.095217],[-114.114165,36.096982],[-114.117459,36.100893],[-114.123221,36.104746],[-114.123975,36.106515],[-114.123144,36.111576],[-114.120862,36.114596],[-114.111011,36.119875],[-114.103222,36.120176],[-114.09987,36.121654],[-114.088954,36.144381],[-114.068027,36.180663],[-114.060302,36.189363],[-114.046838,36.194069],[-114.046743,36.245246],[-114.048226,36.268874],[-114.048515,36.289598],[-114.046935,36.315449],[-114.047584,36.325573],[-114.045806,36.391071],[-114.045829,36.442973],[-114.046488,36.473449],[-114.048476,36.49998],[-114.04966,36.621113],[-114.050167,36.624978],[-114.050562,36.656259],[-114.050619,36.843128],[-114.049995,36.957769],[-114.0506,37.000396],[-112.538593,37.000674]]]},\"properties\":{\"name\":\"Arizona\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60777b","contributors":{"authors":[{"text":"Konieczki, Alice D.","contributorId":69594,"corporation":false,"usgs":true,"family":"Konieczki","given":"Alice","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":190410,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Angeroth, Cory E. 0000-0002-2915-6418 angeroth@usgs.gov","orcid":"https://orcid.org/0000-0002-2915-6418","contributorId":2105,"corporation":false,"usgs":true,"family":"Angeroth","given":"Cory","email":"angeroth@usgs.gov","middleInitial":"E.","affiliations":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"preferred":true,"id":190409,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24391,"text":"ofr97250 - 1997 - Hydrologic data, Colorado River and major tributaries, Glen Canyon Dam to Diamond Creek, Arizona, water years 1990-95","interactions":[],"lastModifiedDate":"2012-02-02T00:08:19","indexId":"ofr97250","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-250","title":"Hydrologic data, Colorado River and major tributaries, Glen Canyon Dam to Diamond Creek, Arizona, water years 1990-95","docAbstract":"The U.S. Geological Survey collected hydrologic data at 12 continuous-record stations along the Colorado River and its major tributaries between Glen Canyon Dam and Diamond Creek. The data were collected from October 1989 through September 1995 as part of the Bureau of Reclamation's Glen Canyon Environmental Studies. The data include daily values for streamflow discharge, suspended-sediment discharge, temperature, specific conductance, pH, and dissolved-oxygen concentrations, and discrete values for physical properties and chemical constituents of water. All data are presented in tabular form.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97250","issn":"0094-9140","usgsCitation":"Rote, J.J., Flynn, M., and Bills, D.J., 1997, Hydrologic data, Colorado River and major tributaries, Glen Canyon Dam to Diamond Creek, Arizona, water years 1990-95: U.S. Geological Survey Open-File Report 97-250, iv, 474 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97250.","productDescription":"iv, 474 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157447,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0250/report-thumb.jpg"},{"id":53487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0250/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607173","contributors":{"authors":[{"text":"Rote, John J.","contributorId":14017,"corporation":false,"usgs":true,"family":"Rote","given":"John","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":191838,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flynn, Marilyn E. meflynn@usgs.gov","contributorId":1039,"corporation":false,"usgs":true,"family":"Flynn","given":"Marilyn E.","email":"meflynn@usgs.gov","affiliations":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"preferred":true,"id":191837,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bills, D. J.","contributorId":17610,"corporation":false,"usgs":true,"family":"Bills","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":191839,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24613,"text":"ofr97204 - 1997 - Hydrologic and water-quality data, Guanella Pass area, Colorado, water year 1995","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"ofr97204","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-204","title":"Hydrologic and water-quality data, Guanella Pass area, Colorado, water year 1995","docAbstract":"Water quality of streams and lakes in the Guanella Pass area could be affected by the proposed reconstruction of the existing road through the area. During water year 1995 (October 1, 1994, to September 30, 1995), data were collected that provide reconnaissance information about thehydrology, water quality, sediment transport, biology, and bulk atmospheric-deposition in the Guanella Pass study area. Data were collected at 5 stream monitoring stations, 23 synoptic-stream sites, 11 road-runoff sites, 8 ground-water sites, 4 lake/reservoir sites, 2 snow-precipitation sites, 11 biological sampling sites, and 12 bulk atmospheric- deposition sites.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services (distributor),","doi":"10.3133/ofr97204","issn":"0094-9140","usgsCitation":"Stevens, M.R., Johncox, D., and Cox-Lillis, J., 1997, Hydrologic and water-quality data, Guanella Pass area, Colorado, water year 1995: U.S. Geological Survey Open-File Report 97-204, v, 87 p. :maps ;28 cm., https://doi.org/10.3133/ofr97204.","productDescription":"v, 87 p. :maps ;28 cm.","costCenters":[],"links":[{"id":157691,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0204/report-thumb.jpg"},{"id":53661,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0204/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611747","contributors":{"authors":[{"text":"Stevens, M. R.","contributorId":25178,"corporation":false,"usgs":true,"family":"Stevens","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":192256,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johncox, D. A.","contributorId":88762,"corporation":false,"usgs":true,"family":"Johncox","given":"D. A.","affiliations":[],"preferred":false,"id":192257,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cox-Lillis, J. R.","contributorId":90777,"corporation":false,"usgs":true,"family":"Cox-Lillis","given":"J. R.","affiliations":[],"preferred":false,"id":192258,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24084,"text":"ofr97228 - 1997 - Annotated bibliography of selected publications, through 1996, Cheyenne municipal well field areas, Cheyenne, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:16","indexId":"ofr97228","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-228","title":"Annotated bibliography of selected publications, through 1996, Cheyenne municipal well field areas, Cheyenne, Wyoming","docAbstract":"Annotated bibliographies for 55 hydrology and geology manuscripts pertaining to the Cheyenne municipal wells fields are listed in this report. For each manuscript, a citation is provided, a summaryparagraph is presented, key words are listed, and a location of the report is given. The report lists manuscripts, conference proceedings, and guidebooks published by the U. S. Geological Survey, State of Wyoming, Geological Society of America, Wyoming State Geological Survey,private consultants, and University of Wyoming.Information on geological formations, structural geology, aquifer characteristics, water levels, well- field production, water-demand projections, and water quality is included in the manuscripts. The Cheyenne Board of Public Utilities, the University of Wyoming, and the U. S. Geological Surveycooperatively produced this annotated bibliography to allow easy access and efficient utilization of existing data. The manuscripts were authored between 1910 and 1996, reflecting work completed over a long period of development in the Cheyenne, Wyoming area. Some manuscripts did not receive broad distribution and indexing, thus they have been difficult to locate in the past. By having the references and summaries within one report, time and effort to gather previous study results will be minimized.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97228","issn":"0094-9140","usgsCitation":"Ogle, K., and Jordan, B., 1997, Annotated bibliography of selected publications, through 1996, Cheyenne municipal well field areas, Cheyenne, Wyoming: U.S. Geological Survey Open-File Report 97-228, iii, 33 p. :map (some col.) ;28 cm., https://doi.org/10.3133/ofr97228.","productDescription":"iii, 33 p. :map (some col.) ;28 cm.","costCenters":[],"links":[{"id":1752,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr97-228","linkFileType":{"id":5,"text":"html"}},{"id":156811,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0228/report-thumb.jpg"},{"id":53248,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0228/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bd2e","contributors":{"authors":[{"text":"Ogle, K.M.","contributorId":38178,"corporation":false,"usgs":true,"family":"Ogle","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":191292,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jordan, B.J.","contributorId":21581,"corporation":false,"usgs":true,"family":"Jordan","given":"B.J.","email":"","affiliations":[],"preferred":false,"id":191291,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24401,"text":"ofr96454 - 1997 - Digital data sets that describe aquifer characteristics of the Central Oklahoma Aquifer in central Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:19","indexId":"ofr96454","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"96-454","title":"Digital data sets that describe aquifer characteristics of the Central Oklahoma Aquifer in central Oklahoma","docAbstract":"ARC/INFO export files\r\nThe data sets in this report include digitized aquifer boundaries and maps of hydraulic conductivity, recharge, and ground-water level elevation contours for the Central Oklahoma aquifer in central Oklahoma. This area encompasses all or part of Cleveland, Lincoln, Logan, Oklahoma, Payne, and Pottawatomie Counties. The Central Oklahoma aquifer includes the alluvial and terrace deposits along major streams, the Garber Sandstone and Wellington Formations, and the Chase, Council Grove, and Admire Groups.\r\n\r\nThe Quaternary-age alluvial and terrace deposits consist of unconsolidated clay, silt, sand, and gravel. The Permian-age Garber Sandstone and Wellington Formations consist of sandstone with interbedded siltstone and mudstone. The Permian-age Chase, Council Grove, and Admire Groups consist of sandstone, shale, and thin limestone.\r\n\r\nThe Central Oklahoma aquifer underlies about 3,000 square miles of central Oklahoma where the aquifer is used extensively for municipal, industrial, commercial, and domestic water supplies. Most of the usable ground water within the aquifer is from the Garber Sandstone and Wellington Formations. Substantial quantities of usable ground water also are present in the Chase, Council Grove, and Admire Groups, and in alluvial and terrace deposits associated with the major streams.\r\n\r\nThe aquifer boundaries, hydraulic conductivity and recharge values, and ground-water level elevation contours are from previously published reports.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division ;\r\nAvailable from the Earth Science Information Center, Open-file Reports Section,","doi":"10.3133/ofr96454","issn":"0094-9140","usgsCitation":"Runkle, D., Christenson, S.C., and Rea, A., 1997, Digital data sets that describe aquifer characteristics of the Central Oklahoma Aquifer in central Oklahoma: U.S. Geological Survey Open-File Report 96-454, 2 computer disks :col. ;3 1/2 in., https://doi.org/10.3133/ofr96454.","productDescription":"2 computer disks :col. ;3 1/2 in.","costCenters":[],"links":[{"id":157186,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1740,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr96-454","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64968a","contributors":{"authors":[{"text":"Runkle, D. L.","contributorId":57081,"corporation":false,"usgs":true,"family":"Runkle","given":"D. L.","affiliations":[],"preferred":false,"id":191858,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Christenson, S. C.","contributorId":98320,"corporation":false,"usgs":true,"family":"Christenson","given":"S.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":191859,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rea, Alan","contributorId":41018,"corporation":false,"usgs":true,"family":"Rea","given":"Alan","affiliations":[],"preferred":false,"id":191857,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24099,"text":"ofr97240 - 1997 - User's guide for MODTOOLS: Computer programs for translating data of MODFLOW and MODPATH into geographic information system files","interactions":[],"lastModifiedDate":"2015-10-27T16:55:51","indexId":"ofr97240","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-240","title":"User's guide for MODTOOLS: Computer programs for translating data of MODFLOW and MODPATH into geographic information system files","docAbstract":"MODTOOLS is a set of computer programs for translating data of the ground-water model, MODFLOW, and the particle-tracker, MODPATH, into a Geographic Information System (GIS). MODTOOLS translates data into a GIS software called ARC/INFO. MODFLOW is the recognized name for the U.S. Geological Survey Modular Three-Dimensional Finite-Difference Ground-Water Model. MODTOOLS uses the data arrays input to or output by MODFLOW during a ground-water flow simulation to construct several types of GIS output files. MODTOOLS can also be used to translate data from MODPATH into GIS files. MODPATH and its companion program, MODPATH-PLOT, are collectively called the U.S. Geological Survey Three-Dimensional Particle Tracking Post-Processing Programs. MODPATH is used to calculate ground-water flow paths using the results of MODFLOW and MODPATH-PLOT can be used to display the flow paths in various ways.
\nMODTOOLS uses the particle data calculated by MODPATH to construct several types of GIS output. MODTOOLS uses particle information recorded by MODPATH such as the row, column, or layer of the model grid, to generate a set of characteristics associated with each particle. The user can choose from the set of characteristics associated with each particle and use the capabilities of the GIS to selectively trace the movement of water discharging from specific cells in the model grid. MODTOOLS allows the hydrogeologist to utilize the capabilities of the GIS to graphically combine the results of the particle-tracking analysis, which facilitates the analysis and understanding of complex ground-water flow systems.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr97240","issn":"0094-9140","usgsCitation":"Orzol, L.L., 1997, User's guide for MODTOOLS: Computer programs for translating data of MODFLOW and MODPATH into geographic information system files: U.S. Geological Survey Open-File Report 97-240, vii, 89 p., https://doi.org/10.3133/ofr97240.","productDescription":"vii, 89 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":156107,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0240/report-thumb.jpg"},{"id":53257,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0240/report.pdf","text":"Report","size":"899.03 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db603f01","contributors":{"authors":[{"text":"Orzol, Leonard L. 0000-0001-7585-4295 llorzol@usgs.gov","orcid":"https://orcid.org/0000-0001-7585-4295","contributorId":4561,"corporation":false,"usgs":true,"family":"Orzol","given":"Leonard","email":"llorzol@usgs.gov","middleInitial":"L.","affiliations":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"preferred":true,"id":191313,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24362,"text":"ofr97309 - 1997 - Modified level II streambed-scour analysis for structure I-70-69-5185 crossing East Fork White Lick Creek in Hendricks County, Indiana","interactions":[],"lastModifiedDate":"2016-07-08T14:04:47","indexId":"ofr97309","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-309","title":"Modified level II streambed-scour analysis for structure I-70-69-5185 crossing East Fork White Lick Creek in Hendricks County, Indiana","docAbstract":"Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-70-69-5185 on Interstate 70 crossing East Fork White Lick Creek in Hendricks County, Indiana, are presented. The site is near the town of Camby and is in the southeastern part of Hendricks County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 12.0 feet for the modeled discharge of 5,720 cubic feet per second and approximately 13.8 feet for the modeled discharge of 7,360 cubic feet per second.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97309","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-70-69-5185 crossing East Fork White Lick Creek in Hendricks County, Indiana: U.S. Geological Survey Open-File Report 97-309, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97309.","productDescription":"iv, 23 p. ;28 cm.","startPage":"1","endPage":"19","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156731,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0309/report-thumb.jpg"},{"id":53460,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0309/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Hendricks County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.3267,39.9238],[-86.325,39.8662],[-86.328,39.8662],[-86.3281,39.8526],[-86.3268,39.6318],[-86.4648,39.6297],[-86.4642,39.6006],[-86.574,39.6002],[-86.6546,39.6001],[-86.6522,39.6087],[-86.6463,39.6128],[-86.6403,39.6201],[-86.6404,39.6305],[-86.6654,39.6305],[-86.6858,39.63],[-86.6853,39.6884],[-86.6849,39.7773],[-86.6845,39.8648],[-86.6929,39.8643],[-86.6937,39.9228],[-86.3267,39.9238]]]},\"properties\":{\"name\":\"Hendricks\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db6890cc","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191775,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":191773,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":191774,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24358,"text":"ofr97307 - 1997 - Modified level II streambed-scour analysis for structure I-69-87-4781 crossing Wabash River in Huntington County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T13:44:51","indexId":"ofr97307","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-307","title":"Modified level II streambed-scour analysis for structure I-69-87-4781 crossing Wabash River in Huntington County, Indiana","docAbstract":"Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-69-87-4781 on Interstate 69 crossing Wabash River in Huntington County, Indiana, are presented. The site is near the town of Markle in the eastern part of Huntington County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 13.1 feet for the modeled discharge of 10,600 cubic feet per second and approximately 14.6 feet for the modeled discharge of 17,000 cubic feet per second.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97307","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-69-87-4781 crossing Wabash River in Huntington County, Indiana: U.S. Geological Survey Open-File Report 97-307, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97307.","productDescription":"iv, 23 p. ;28 cm.","startPage":"1","endPage":"19","numberOfPages":"23","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156711,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0307/report-thumb.jpg"},{"id":53456,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0307/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Huntington County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65db19","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191763,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":191761,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":191762,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24402,"text":"ofr96453 - 1997 - Digital data sets that describe aquifer characteristics of the Rush Springs Aquifer in western Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:16","indexId":"ofr96453","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"96-453","title":"Digital data sets that describe aquifer characteristics of the Rush Springs Aquifer in western Oklahoma","docAbstract":"This diskette contains digitized aquifer boundaries and maps of hydraulic conductivity, recharge, and ground-water level elevation contours for the Rush Spring aquifer in western Oklahoma. This area encompasses all or part of Blaine, Caddo, Canadian, Comanche, Custer, Dewey, Grady, Stephens, and Washita Counties. These digital data sets were developed by Mark F. Becker to use as input into a computer model that simulated ground-water flow in the Rush Springs aquifer (Mark F. Becker, U.S. Geological Survey, written commun., 1997).\r\n\r\nFor the purposes of modeling the ground-water flow in the Rush Springs aquifer, Mark F. Becker (written commun., 1997) defined the Rush Springs aquifer to include the Rush Springs Formation, alluvial and terrace deposits along major streams, and parts of the Marlow Formations, particularly in the eastern part of the aquifer boundary area. The Permian-age Rush Springs Formation consists of highly cross-bedded sandstone with some interbedded dolomite and gypsum. The Rush Springs Formation is overlain by Quaternary-age alluvial and terrace deposits that consist of unconsolidated clay, silt, sand, and gravel. The Rush Springs Formation is underlain by the Permian-age Marlow Formation that consists of interbedded sandstones, siltstones, mudstones, gypsum-anhydrite, and dolomite beds (Mark F. Becker, written commun., 1997). The parts of the Marlow Formation that have high permeability and porosity are where the Marlow Formation is included as part of the Rush Springs aquifer.\r\n\r\nThe Rush Springs aquifer underlies about 2,400 square miles of western Oklahoma and is an important source of water for irrigation, livestock, industrial, municipal, and domestic use. Irrigation wells are reported to have well yields greater than 1,000 gallons per minute (Mark F. Becker, written commun., 1997).\r\n\r\nMark F. Becker created some of the aquifer boundaries, hydraulic conductivity, and recharge data sets by digitizing parts of previously published surficial geology maps. The hydraulic conductivity and recharge values are the input data to the ground-water flow model (Mark F. Becker, written commun., 1997). The water-level elevation data set was prepared at a scale of 1:250,000 by Mark F. Becker (written commun., 1997) from water levels measured in wells prior to the year 1950.\r\n\r\nGround-water flow models are numerical representations that simplify and aggregate natural systems. Models are not unique; different combinations of aquifer characteristics may produce similar results. Therefore, values of hydraulic conductivity and recharge used in the model and presented in this data set are not precise, but are within a reasonable range when compared to independently collected data.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division ;\r\nAvailable from the Earth Science Information Center, Open-file Reports Section,","doi":"10.3133/ofr96453","issn":"0094-9140","usgsCitation":"Runkle, D., Becker, M., and Rea, A., 1997, Digital data sets that describe aquifer characteristics of the Rush Springs Aquifer in western Oklahoma: U.S. Geological Survey Open-File Report 96-453, 1 computer disk :col. ;3 1/2 in., https://doi.org/10.3133/ofr96453.","productDescription":"1 computer disk :col. ;3 1/2 in.","costCenters":[],"links":[{"id":1755,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr96-453","linkFileType":{"id":5,"text":"html"}},{"id":156773,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4659","contributors":{"authors":[{"text":"Runkle, D. L.","contributorId":57081,"corporation":false,"usgs":true,"family":"Runkle","given":"D. L.","affiliations":[],"preferred":false,"id":191861,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Becker, M.F.","contributorId":103708,"corporation":false,"usgs":true,"family":"Becker","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":191862,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rea, Alan","contributorId":41018,"corporation":false,"usgs":true,"family":"Rea","given":"Alan","affiliations":[],"preferred":false,"id":191860,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":23613,"text":"ofr97224 - 1997 - Streamflow and sediment data collected to determine the effects of a controlled flood in March and April 1996 on the Colorado River between Lees Ferry and Diamond Creek, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:00","indexId":"ofr97224","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-224","title":"Streamflow and sediment data collected to determine the effects of a controlled flood in March and April 1996 on the Colorado River between Lees Ferry and Diamond Creek, Arizona","docAbstract":"An 8-day period of planned release of water at 1,275 cubic meters per second from Glen Canyon Dam in March and April 1996 provided an opportunity to collect data on river stage, streamflow, water chemistry, and sediment transport at discharges above powerplant releases. The U.S. Geological Survey collected data at five streamflow-gaging stations on the mainstem of the Colorado River and four on tributaries during the controlled flood. River-stage data were collected at an additional 29 locations, and suspended-sediment data were collected at 4 of the 5 mainstem streamflow-gaging stations. In addition, measurements of reach-average flow velocity were made using a dye tracer, and water-surface slope was measured in reaches adjacent to three of the streamflow-gaging stations. Sand-storage changes caused by the controlled flood were documented by measuring bed elevation of the channel at cross sections before and after the controlled releases at the network of 120 monumented locations. This report presents selected data in tabular and graphical form. The data presented in the report are available in electronic form.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97224","issn":"0094-9140","usgsCitation":"Konieczki, A.D., Graf, J.B., and Carpenter, M.C., 1997, Streamflow and sediment data collected to determine the effects of a controlled flood in March and April 1996 on the Colorado River between Lees Ferry and Diamond Creek, Arizona: U.S. Geological Survey Open-File Report 97-224, iv, 55 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97224.","productDescription":"iv, 55 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":154851,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0224/report-thumb.jpg"},{"id":52893,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0224/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4fac","contributors":{"authors":[{"text":"Konieczki, Alice D.","contributorId":69594,"corporation":false,"usgs":true,"family":"Konieczki","given":"Alice","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":190413,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Graf, Julia B.","contributorId":59005,"corporation":false,"usgs":true,"family":"Graf","given":"Julia","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":190412,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Carpenter, Michael C. mcarpent@usgs.gov","contributorId":3977,"corporation":false,"usgs":true,"family":"Carpenter","given":"Michael","email":"mcarpent@usgs.gov","middleInitial":"C.","affiliations":[],"preferred":true,"id":190411,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24354,"text":"ofr97302 - 1997 - Modified level II streambed-scour analysis for structure I-65-85-5527 crossing Sugar Creek in Johnson County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T13:40:26","indexId":"ofr97302","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-302","title":"Modified level II streambed-scour analysis for structure I-65-85-5527 crossing Sugar Creek in Johnson County, Indiana","docAbstract":"Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-65-85-5527 on Interstate 65 crossing Sugar Creek in Johnson County, Indiana, are presented. The site is near the town of Amity in the southeastern part of Johnson County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 26.8 feet for the modeled discharge of 26,000 cubic feet per second and approximately 30.8 feet for the modeled discharge of 34,100 cubic feet per second
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97302","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-65-85-5527 crossing Sugar Creek in Johnson County, Indiana: U.S. Geological Survey Open-File Report 97-302, iv, 25 p. ;28 cm., https://doi.org/10.3133/ofr97302.","productDescription":"iv, 25 p. ;28 cm.","startPage":"1","endPage":"21","numberOfPages":"25","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156692,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0302/report-thumb.jpg"},{"id":53452,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0302/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Johnson County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6993eb","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191751,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":191749,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":191750,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":1906,"text":"wsp2437 - 1997 - A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan","interactions":[{"subject":{"id":23382,"text":"ofr96593 - 1996 - A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan","indexId":"ofr96593","publicationYear":"1996","noYear":false,"title":"A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan"},"predicate":"SUPERSEDED_BY","object":{"id":1906,"text":"wsp2437 - 1997 - A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan","indexId":"wsp2437","publicationYear":"1997","noYear":false,"title":"A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2437","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2437","title":"A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan","docAbstract":"Ground-water recharge rates were estimated by analysis of streamflow, precipitation, and basin-characteristics data. Streamflow data were partitioned into ground-water-discharge and surface-water-runoff components. Regression equations relate ground-water discharge to precipitation at each basin. Basin-characteristics and long-term precipitation data were used to aid in the interpolation of recharge characteristics within gaged and ungaged areas. A multiple regression equation was developed to estimate spatial variation of recharge. The generalized estimate provides a consistent method for approximating recharge rates in the Lower Peninsula of Michigan.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nInformation Services [distributor],","doi":"10.3133/wsp2437","usgsCitation":"Holtschlag, D.J., 1997, A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan: U.S. Geological Survey Water Supply Paper 2437, iv, 37 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wsp2437.","productDescription":"iv, 37 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":138551,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2437/report-thumb.jpg"},{"id":27203,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2437/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae6ef","contributors":{"authors":[{"text":"Holtschlag, David J. 0000-0001-5185-4928 dholtschlag@usgs.gov","orcid":"https://orcid.org/0000-0001-5185-4928","contributorId":5447,"corporation":false,"usgs":true,"family":"Holtschlag","given":"David","email":"dholtschlag@usgs.gov","middleInitial":"J.","affiliations":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"preferred":true,"id":144344,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25720,"text":"wri974097 - 1997 - Preliminary conceptual models of the occurrence, fate, and transport of chlorinated solvents in karst regions of Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri974097","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-4097","title":"Preliminary conceptual models of the occurrence, fate, and transport of chlorinated solvents in karst regions of Tennessee","docAbstract":"Published and unpublished reports and data from 22 contaminated sites in Tennessee were reviewed to develop preliminary conceptual models of the behavior of chlorinated solvents in karst aquifers. Chlorinated solvents are widely used in many industrial operations. High density and volatility, low viscosity, and solubilities that are low in absolute terms but high relative to drinkingwater standards make chlorinated solvents mobile and persistent contaminants that are difficult to find or remove when released into the groundwater system. The major obstacle to the downward migration of chlorinated solvents in the subsurface is the capillary pressure of small openings. In karst aquifers, chemical dissolution has enlarged joints, bedding planes, and other openings that transmit water. Because the resulting karst conduits are commonly too large to develop significant capillary pressures, chlorinated solvents can migrate to considerable depth in karst aquifers as dense nonaqueous-phase liquids (DNAPL?s). Once chlorinated DNAPL accumulates in a karst aquifer, it becomes a source for dissolved-phase contamination of ground water. A relatively small amount of chlorinated DNAPL has the potential to contaminate ground water over a significant area for decades or longer. Conceptual models are needed to assist regulators and site managers in characterizing chlorinated-solvent contamination in karst settings and in evaluating clean-up alternatives. Five preliminary conceptual models were developed, emphasizing accumulation sites for chlorinated DNAPL in karst aquifers. The models were developed for the karst regions of Tennessee, but are intended to be transferable to similar karst settings elsewhere. The five models of DNAPL accumulation in karst settings are (1) trapping in regolith, (2) pooling at the top of bedrock, (3) pooling in bedrock diffuse-flow zones, (4) pooling in karst conduits, and (5) pooling in isolation from active ground-water flow. More than one conceptual model of DNAPL accumulation may be applicable to a given site, depending on details of the contaminant release and geologic setting. Trapping in regolith is most likely to occur where the regolith is thick and relatively impermeable with few large cracks, fissures, or macropores. Accumulation at the top of rock is favored by flat-lying strata with few fractures or karst features near the bedrock surface. Fractures or karst features near the bedrock surface encourage migration of chlorinated DNAPL into karst conduits or diffuse-flow zones in bedrock. DNAPL can migrate through one bedrock flow regime into an underlying flow regime with different characteristics or into openings that are isolated from significant ground-water flow. As a general rule, the difficulty of finding and removing DNAPL increases with depth, lateral distance from the source, and complexity of the ground-water flow system. The prospects for mitigation are generally best for DNAPL accumulation in the regolith or at the bedrock surface. However, many such accumulations are likely to be difficult to find or remove. Accumulations in bedrock diffuse-flow zones or in fractures isolated from flow may be possible to find and partially mitigate, but will likely leave significant amounts of contaminant in small fractures or as solute diffused into primary pores. ","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/wri974097","usgsCitation":"Wolfe, W., Haugh, C., Webbers, A., and Diehl, T., 1997, Preliminary conceptual models of the occurrence, fate, and transport of chlorinated solvents in karst regions of Tennessee: U.S. Geological Survey Water-Resources Investigations Report 97-4097, vii, 80 p. :ill. (1 col.), maps ;28 cm., https://doi.org/10.3133/wri974097.","productDescription":"vii, 80 p. :ill. (1 col.), maps ;28 cm.","costCenters":[],"links":[{"id":1836,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri974097","linkFileType":{"id":5,"text":"html"}},{"id":156915,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c5da","contributors":{"authors":[{"text":"Wolfe, W.J.","contributorId":10069,"corporation":false,"usgs":true,"family":"Wolfe","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":194789,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haugh, C.J.","contributorId":24380,"corporation":false,"usgs":true,"family":"Haugh","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":194790,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Webbers, Ank","contributorId":74782,"corporation":false,"usgs":true,"family":"Webbers","given":"Ank","email":"","affiliations":[],"preferred":false,"id":194791,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Diehl, T.H.","contributorId":89170,"corporation":false,"usgs":true,"family":"Diehl","given":"T.H.","email":"","affiliations":[],"preferred":false,"id":194792,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":21734,"text":"ofr96448 - 1997 - Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the North Canadian River from Oklahoma City to Eufaula Lake in east-central Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:07:50","indexId":"ofr96448","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"96-448","title":"Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the North Canadian River from Oklahoma City to Eufaula Lake in east-central Oklahoma","docAbstract":"ARC/INFO export and nonproprietary format files\r\nThis diskette contains digitized aquifer boundaries and maps of of hydraulic conductivity, recharge, and ground-water level elevation contours for the alluvial and terrace deposits along the North Canadian River from Oklahoma City to Eufaula Lake in east-central Oklahoma. Ground water in 710 square miles of Quaternary-age alluvial and terrace deposits along the North Canadian River is an important source of water for irrigation, industrial, municipal, stock, and domestic supplies. The aquifer, composed of alluvial and terrace deposits, consists of sand, silt, clay, and gravel. The aquifer is underlain and in hydraulic connection with the upper zone of the Permian-age Garber-Wellington aquifer and the Pennsylvanian-age Ada-Vamoosa aquifer.\r\n\r\nMost of the lines in the four digital data sets were digitized from a published ground-water modeling report but portions of the aquifer boundary data set was extracted from published digital geologic data sets.\r\n\r\nGround-water flow models are numerical representations that simplify and aggregate natural systems. Models are not unique; different combinations of aquifer characteristics may produce similar results. Therefore, values of hydraulic conductivity and recharge used in the model and presented in this data set are not precise, but are within a reasonable range when compared to independently collected data.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division ;\r\nAvailable from the Earth Science Information Center, Open-file Reports Section,","doi":"10.3133/ofr96448","issn":"0566-8174","usgsCitation":"Adams, G.P., Runkle, D., Rea, A., and Becker, C., 1997, Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the North Canadian River from Oklahoma City to Eufaula Lake in east-central Oklahoma: U.S. Geological Survey Open-File Report 96-448, 1 computer disk :col. ;3 1/2 in., https://doi.org/10.3133/ofr96448.","productDescription":"1 computer disk :col. ;3 1/2 in.","costCenters":[],"links":[{"id":153697,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1175,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr96-448","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4645","contributors":{"authors":[{"text":"Adams, G. P.","contributorId":60256,"corporation":false,"usgs":true,"family":"Adams","given":"G.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":185460,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Runkle, Donna","contributorId":51317,"corporation":false,"usgs":true,"family":"Runkle","given":"Donna","affiliations":[],"preferred":false,"id":185459,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rea, Alan","contributorId":41018,"corporation":false,"usgs":true,"family":"Rea","given":"Alan","affiliations":[],"preferred":false,"id":185458,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Becker, C.J.","contributorId":64269,"corporation":false,"usgs":true,"family":"Becker","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":185461,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":22664,"text":"ofr97248 - 1997 - Selected ground-water-quality data for the water-resources investigation of Melette and Todd Counties, South Dakota, 1990-96","interactions":[],"lastModifiedDate":"2012-02-02T00:07:51","indexId":"ofr97248","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-248","title":"Selected ground-water-quality data for the water-resources investigation of Melette and Todd Counties, South Dakota, 1990-96","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97248","issn":"0094-9140","usgsCitation":"Carter, J., 1997, Selected ground-water-quality data for the water-resources investigation of Melette and Todd Counties, South Dakota, 1990-96: U.S. Geological Survey Open-File Report 97-248, iv, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97248.","productDescription":"iv, 75 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":153683,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0248/report-thumb.jpg"},{"id":52127,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0248/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f95b7","contributors":{"authors":[{"text":"Carter, Janet M. 0000-0002-6376-3473","orcid":"https://orcid.org/0000-0002-6376-3473","contributorId":17637,"corporation":false,"usgs":true,"family":"Carter","given":"Janet M.","affiliations":[{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"preferred":false,"id":188661,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":22442,"text":"ofr96449 - 1997 - Digital data sets that describe aquifer characteristics of the Elk City Aquifer in western Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:07","indexId":"ofr96449","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"96-449","title":"Digital data sets that describe aquifer characteristics of the Elk City Aquifer in western Oklahoma","docAbstract":"ARC/INFO export and nonproprietary format files\r\nThis diskette contains digitized aquifer boundaries and maps of hydraulic conductivity, recharge, and ground-water level elevation contours for the Elk City aquifer in western Oklahoma. The aquifer covers an area of approximately 193,000 acres and supplies ground water for irrigation, domestic, and industrial purposes in Beckham, Custer, Roger Mills, and Washita Counties along the divide between the Washita and Red River basins.\r\n\r\nThe Elk City aquifer consists of the Elk City Sandstone and overlying terrace deposits, made up of clay, silt, sand and gravel, and dune sands in the eastern part and sand and gravel of the Ogallala Formation (or High Plains aquifer) in the western part of the aquifer. The Elk City aquifer is unconfined and composed of very friable sandstone, lightly cemented with clay, calcite, gypsum, or iron oxide. Most of the grains are fine-sized quartz but the grain size ranges from clay to cobble in the aquifer. The Doxey Shale underlies the Elk City aquifer and acts as a confining unit, restricting the downward movement of ground water.\r\n\r\nAll of the data sets were digitized and created from information and maps in a ground-water modeling thesis and report of the Elk City aquifer. The maps digitized were published at a scale of 1:63,360.\r\n\r\nGround-water flow models are numerical representations that simplify and aggregate natural systems. Models are not unique; different combinations of aquifer characteristics may produce similar results. Therefore, values of hydraulic conductivity and recharge used in the model and presented in this data set are not precise, but are within a reasonable range when compared to independently collected data.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division ;\r\nAvailable from the Earth Science Information Center, Open-file Reports Section,","doi":"10.3133/ofr96449","issn":"0094-9140","usgsCitation":"Becker, C., Runkle, D., and Rea, A., 1997, Digital data sets that describe aquifer characteristics of the Elk City Aquifer in western Oklahoma: U.S. Geological Survey Open-File Report 96-449, 1 computer disk :col. ;3 1/2 in., https://doi.org/10.3133/ofr96449.","productDescription":"1 computer disk :col. ;3 1/2 in.","costCenters":[],"links":[{"id":1494,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr96-449","linkFileType":{"id":5,"text":"html"}},{"id":155666,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d49b","contributors":{"authors":[{"text":"Becker, C.J.","contributorId":64269,"corporation":false,"usgs":true,"family":"Becker","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":188263,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Runkle, D. L.","contributorId":57081,"corporation":false,"usgs":true,"family":"Runkle","given":"D. L.","affiliations":[],"preferred":false,"id":188262,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rea, Alan","contributorId":41018,"corporation":false,"usgs":true,"family":"Rea","given":"Alan","affiliations":[],"preferred":false,"id":188261,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":23597,"text":"ofr97221 - 1997 - Rainfall and water-level data for a wetland area near Millington, Shelby County, Tennessee, October 1995 through September 1996","interactions":[],"lastModifiedDate":"2012-02-02T00:08:00","indexId":"ofr97221","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-221","title":"Rainfall and water-level data for a wetland area near Millington, Shelby County, Tennessee, October 1995 through September 1996","docAbstract":"Rainfall amounts and water levels were collected at a wetland area near Millington, Shelby County, Tennessee, to assist the Tennessee Department of Transportation with a program of wetland restoration. The site is located along a channelized reach of Big Creek Drainage Canal, east of State Route 240, and near the southern boundary of Naval Support Activity Memphis. Rainfall amounts and water levels for the site were recorded from October 1, 1995 to September 30, 1996. Total rainfall for this period was 47.58 inches. In general, water levels at the wetland were above or near the ground surface during the 6-month period from the first of January through the end of June 1996. For the remainder of the year, water levels generally subsided to several feet below land surface. However, some locations within the wetland were wet or highly saturated year round.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97221","issn":"0094-9140","usgsCitation":"Knight, R., 1997, Rainfall and water-level data for a wetland area near Millington, Shelby County, Tennessee, October 1995 through September 1996: U.S. Geological Survey Open-File Report 97-221, iii, 26 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr97221.","productDescription":"iii, 26 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":154848,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1646,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr97-221","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db63480f","contributors":{"authors":[{"text":"Knight, R.R.","contributorId":59063,"corporation":false,"usgs":true,"family":"Knight","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":190383,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27953,"text":"wri974109 - 1997 - Comparison of 1972 and 1996 water levels in the Goleta central ground-water subbasin, Santa Barbara County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri974109","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-4109","title":"Comparison of 1972 and 1996 water levels in the Goleta central ground-water subbasin, Santa Barbara County, California","docAbstract":"Ground-water levels for 1996 were compared with 1972 water levels to determine if a "drought buffer" currently exists. The drought buffer was defined previously, in a litigated settlement involving the Goleta Water District, as the 1972 water level in the Central ground-water subbasin. To make this deter mination, a network of 15 well sites was selected, water levels were measured monthly from April through December 1996, and the 1996 water-level data were compared with1972 data. The study was done in cooperation with the Goleta Water District. The 1972-1996 water-level-altitude changes for corresponding months of the comparison years were averaged for each network well. These averaged changes ranged from a rise of 9.4 ft for well 2N2 to a decline of 45.0 ft for well 8K8. The results of the comparison indicate a rise in water level at 1 site (well 2N2) and a decline at 14 sites. The mean of the 14 negative average values was a decline of 24.0 ft. The altitude of the bottom of well 2N2 was higher than the bottom altitudes at the other network sites, and this well is located a few feet from a fault that acts as a hydrologic barrier. The results of the water-level comparison for the Central subbasin were influenced to some unknown degree by the areal distribution of the set of wells selected for the network and the vertical dis tribution of the perforated intervals of the wells. For this reason, the mean water-level change--a decline of 21.8 ft--calculated from the averages of the month-to-month changes for the 15 network sites, should be used with caution. In addition, the number of usable individual monthly comparison measurements available for an individual site ranged from one to nine, and averaged six. Therefore, a weighted mean of the monthly averages was calculated on the basis of the number of comparison measurements available for each site. The weighted mean is a decline of 20.9 ft. All Central subbasin wells that were idle (that is, were not being pumped) when measured in 1972 and that were measureable in 1996 were included in the network. Therefore, the network is the most inclusive possible, given the available data. The objective of the study strictly was to compare 1972 and 1996 water levels in the Central sub basin, and the conclusion is that, overall, 1996 water levels are lower than 1972 levels. In general, hydro graphs for selected network wells indicate stable or rising water levels during 1972-83, declining levels during 1984-92, and rising water levels during 1993-96.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nInformation Services [distributor],","doi":"10.3133/wri974109","usgsCitation":"Kaehler, C.A., Pratt, D.A., and Paybins, K.S., 1997, Comparison of 1972 and 1996 water levels in the Goleta central ground-water subbasin, Santa Barbara County, California: U.S. Geological Survey Water-Resources Investigations Report 97-4109, iv, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri974109.","productDescription":"iv, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124913,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4109/report-thumb.jpg"},{"id":56758,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae473","contributors":{"authors":[{"text":"Kaehler, Charles A. ckaehler@usgs.gov","contributorId":210,"corporation":false,"usgs":true,"family":"Kaehler","given":"Charles","email":"ckaehler@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":198959,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pratt, David A.","contributorId":87989,"corporation":false,"usgs":true,"family":"Pratt","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198961,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Paybins, Katherine S. 0000-0002-3967-5043 kpaybins@usgs.gov","orcid":"https://orcid.org/0000-0002-3967-5043","contributorId":2805,"corporation":false,"usgs":true,"family":"Paybins","given":"Katherine","email":"kpaybins@usgs.gov","middleInitial":"S.","affiliations":[{"id":642,"text":"West Virginia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":198960,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29902,"text":"wri974241 - 1997 - Occurrence of nitrate, pesticides, and volatile organic compounds in the Kirkwood-Cohansey aquifer system, southern New Jersey","interactions":[],"lastModifiedDate":"2022-07-08T13:33:10.673476","indexId":"wri974241","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-4241","title":"Occurrence of nitrate, pesticides, and volatile organic compounds in the Kirkwood-Cohansey aquifer system, southern New Jersey","docAbstract":"Water samples were collected from a network of 72 shallow monitoring wells to assess the chemical quality of recently recharged ground water in the surficial Kirkwood- Cohansey aquifer system of southern New Jersey. The wells are randomly distributed among agricultural, urban, and undeveloped areas to provide data representative of chemical conditions of ground water underlying each of these land-use settings. Samples were analyzed for nutrients, pesticides, and volatile organic compounds (VOC's). Concentrations of nitrate were highest in agricultural areas, where the U.S. Environmental Protection Agency (USEPA) Maximum Contaminant Level (MCL) of 10 mg/L (milligrams per liter) as nitrogen was exceeded in 60 percent of the samples. Concentrations of nitrate were intermediate in urban areas, where the 10-mg/L concentration was exceeded in only 1 of 44 samples. All concentrations in samples from undeveloped areas were less than 1.0 mg/L. Pesticides and VOC's were frequently detected; however, concentrations were low and rarely exceeded established or proposed USEPA or N.J. Department of Environmental Protection (NJDEP) drinking-water regulations. With the exception of the agricultural pesticide dinoseb, established regulations are at least 2.9 times the maximum concentration for pesticides and at least 5 times the maximum concentration for VOC's reported in the samples from the 72-well network.
Investigations by the U.S. Geological Survey (USGS) are ongoing in southern New Jersey to evaluate the (1) presence and concentration of pesticide-degradation byproducts in shallow ground water; (2) presence and movement of nitrate, pesticides, and VOC's in the atmosphere, streams, unsaturated zone, and aquifers; (3) transport and fate of these compounds as they migrate deeper into the aquifer system; and (4) implications of these findings for the integrity of the regional water supply.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri974241","usgsCitation":"Stackelberg, P.E., Hopple, J.A., and Kauffman, L.J., 1997, Occurrence of nitrate, pesticides, and volatile organic compounds in the Kirkwood-Cohansey aquifer system, southern New Jersey: U.S. Geological Survey Water-Resources Investigations Report 97-4241, 8 p., https://doi.org/10.3133/wri974241.","productDescription":"8 p.","costCenters":[],"links":[{"id":124970,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4241/report-thumb.jpg"},{"id":58719,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4241/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":400830,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48848.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"New Jersey","otherGeospatial":"Kirkwood-Cohansey aquifer system","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.3042,\n 39.45\n ],\n [\n -74.8528,\n 39.45\n ],\n [\n -74.8528,\n 39.8583\n ],\n [\n -75.3042,\n 39.8583\n ],\n [\n -75.3042,\n 39.45\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af5e4b07f02db69237f","contributors":{"authors":[{"text":"Stackelberg, Paul E. 0000-0002-1818-355X pestack@usgs.gov","orcid":"https://orcid.org/0000-0002-1818-355X","contributorId":1069,"corporation":false,"usgs":true,"family":"Stackelberg","given":"Paul","email":"pestack@usgs.gov","middleInitial":"E.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":202326,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hopple, Jessica A. 0000-0003-3180-2252 jahopple@usgs.gov","orcid":"https://orcid.org/0000-0003-3180-2252","contributorId":992,"corporation":false,"usgs":true,"family":"Hopple","given":"Jessica","email":"jahopple@usgs.gov","middleInitial":"A.","affiliations":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"preferred":false,"id":202325,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kauffman, Leon J. 0000-0003-4564-0362 lkauff@usgs.gov","orcid":"https://orcid.org/0000-0003-4564-0362","contributorId":1094,"corporation":false,"usgs":true,"family":"Kauffman","given":"Leon","email":"lkauff@usgs.gov","middleInitial":"J.","affiliations":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"preferred":true,"id":202327,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27437,"text":"wri974101 - 1997 - Application of acoustical methods for estimating water flow and constituent loads in Perdido Bay, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri974101","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"97-4101","title":"Application of acoustical methods for estimating water flow and constituent loads in Perdido Bay, Florida","docAbstract":"Water flow and quality data were collected from December 1994 to September 1995 to evaluate variations in discharge, water quality, and chemical fluxes (loads) through Perdido Bay, Florida. Data were collected at a cross section parallel to the U.S. Highway 98 bridge. Discharges measured with an acoustic Doppler current profiler (ADCP) and computed from stage-area and velocity ratings varied roughly between + or - 10,000 cubic feet per second during a typical tidal cycle. Large reversals in flow direction occurred rapidly (less than 1 hour), and complete reversals (resulting in near peak net-upstream or downstream discharges) occurred within a few hours of slack water. Observations of simultaneous upstream and downstream flow (bidirectional flow) were quite common in the ADCP measurements, with opposing directions of flow occurring predominantly in vertical layers. Continuous (every 15 minutes) discharge data were computed for the period from August 18, 1995, to September 28, 1995, and filtered daily mean discharge values were computed for the period from August 19 to September 26, 1995. Data were not computed prior to August 18, 1995, either because of missing data or because the velocity rating was poorly defined (because of insufficient data) for the period prior to landfall of hurricane Erin (August 3, 1995). The results of the study indicate that acoustical techniques can yield useful estimates of continuous (instantaneous) discharge in Perdido Bay. Useful estimates of average daily net flow rates can also be obtained, but the accuracy of these estimates will be limited by small rating shifts that introduce bias into the instantaneous values that are used to compute the net flows. Instantaneous loads of total nitrogen ranged from -180 to 220 grams per second for the samples collected during the study, and instantaneous loads of total phosphorous ranged from -10 to 11 grams per second (negative loads indicate net upstream transport). The chloride concentrations from the water samples collected from Perdido Bay indicated a significant amount of mixing of saltwater and freshwater. Mixing effects could greatly reduce the accuracy of estimates of net loads of nutrients or other substances. The study results indicate that acoustical techniques can yield acceptable estimates of instantaneous loads in Perdido Bay. However, estimates of net loads should be interpreted with great caution and may have unacceptably large errors, especially when saltwater and freshwater concentrations differ greatly. ","language":"ENGLISH","publisher":"U.S. Department of the Interior, U.S. Geological Survey ; Denver, CO :\r\nBranch of Information Services [distributor],","doi":"10.3133/wri974101","usgsCitation":"Grubbs, J.W., and Pittman, J.R., 1997, Application of acoustical methods for estimating water flow and constituent loads in Perdido Bay, Florida: U.S. Geological Survey Water-Resources Investigations Report 97-4101, iv, 24 p. :ill. (some col.), maps ;28 cm., https://doi.org/10.3133/wri974101.","productDescription":"iv, 24 p. :ill. (some col.), maps ;28 cm.","costCenters":[],"links":[{"id":124960,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_97_4101.jpg"},{"id":2113,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri974101/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67aa92","contributors":{"authors":[{"text":"Grubbs, J. W.","contributorId":77139,"corporation":false,"usgs":true,"family":"Grubbs","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198120,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pittman, J. R.","contributorId":71571,"corporation":false,"usgs":true,"family":"Pittman","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198119,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":5456,"text":"fs10997 - 1997 - Satellite image maps of Pakistan","interactions":[],"lastModifiedDate":"2012-02-02T00:05:50","indexId":"fs10997","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"109-97","title":"Satellite image maps of Pakistan","docAbstract":"Georeferenced Landsat satellite image maps of Pakistan are now being made available for purchase from the U.S. Geological Survey (USGS). The first maps to be released are a series of Multi-Spectral Scanner (MSS) color image maps compiled from Landsat scenes taken before 1979. The Pakistan image maps were originally developed by USGS as an aid for geologic and general terrain mapping in support of the Coal Resource Exploration and Development Program in Pakistan (COALREAP). COALREAP, a cooperative program between the USGS, the United States Agency for International Development, and the Geological Survey of Pakistan, was in effect from 1985 through 1994. \r\n\r\nThe Pakistan MSS image maps (bands 1, 2, and 4) are available as a full-country mosaic of 72 Landsat scenes at a scale of 1:2,000,000, and in 7 regional sheets covering various portions of the entire country at a scale of 1:500,000. The scenes used to compile the maps were selected from imagery available at the Eros Data Center (EDC), Sioux Falls, S. Dak. Where possible, preference was given to cloud-free and snow-free scenes that displayed similar stages of seasonal vegetation development. \r\n\r\nThe data for the MSS scenes were resampled from the original 80-meter resolution to 50-meter picture elements (pixels) and digitally transformed to a geometrically corrected Lambert conformal conic projection. The cubic convolution algorithm was used during rotation and resampling. The 50-meter pixel size allows for such data to be imaged at a scale of 1:250,000 without degradation; for cost and convenience considerations, however, the maps were printed at 1:500,000 scale. The seven regional sheets have been named according to the main province or area covered. The 50-meter data were averaged to 150-meter pixels to generate the country image on a single sheet at 1:2,000,000 scale\r\n","language":"ENGLISH","publisher":"U.S. Geological Survey ;USGS Information Services,","doi":"10.3133/fs10997","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1997, Satellite image maps of Pakistan: U.S. Geological Survey Fact Sheet 109-97, 1 sheet : col. ill., col. maps; 28 cm., https://doi.org/10.3133/fs10997.","productDescription":"1 sheet : col. ill., col. maps; 28 cm.","costCenters":[],"links":[{"id":122910,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_109_97.jpg"},{"id":612,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/fs109-97/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb74a","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528592,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27404,"text":"wri964256 - 1997 - Analysis of water-level data in the Yucca Mountain area, Nevada, 1985-95","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri964256","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","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":"96-4256","title":"Analysis of water-level data in the Yucca Mountain area, Nevada, 1985-95","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nBranch of Information Services [distributor],","doi":"10.3133/wri964256","usgsCitation":"Graves, R.P., Tucci, P., and O’Brien, G.M., 1997, Analysis of water-level data in the Yucca Mountain area, Nevada, 1985-95: U.S. Geological Survey Water-Resources Investigations Report 96-4256, v, 140 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri964256.","productDescription":"v, 140 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4256/report-thumb.jpg"},{"id":56263,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4256/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db6800db","contributors":{"authors":[{"text":"Graves, R. P.","contributorId":99179,"corporation":false,"usgs":true,"family":"Graves","given":"R.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198058,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tucci, Patrick ptucci@usgs.gov","contributorId":926,"corporation":false,"usgs":true,"family":"Tucci","given":"Patrick","email":"ptucci@usgs.gov","affiliations":[],"preferred":true,"id":198056,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"O’Brien, G. M.","contributorId":31407,"corporation":false,"usgs":true,"family":"O’Brien","given":"G.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198057,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}