Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-275-0-5639 on Interstate 275 crossing the Ohio River in Dearborn County, Indiana, are presented. The site is near the town of Lawrenceburg in the southeastern part of Dearborn 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 35.6 feet for the modeled discharge of 760,000 cubic feet per second and approximately 35.7 feet for the modeled discharge of 890,000 cubic feet per second.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97330","issn":"0094-9140","collaboration":"Indiana Department of Transportation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-275-0-5639 crossing the Ohio River in Dearborn County, Indiana: U.S. Geological Survey Open-File Report 97-330, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97330.","productDescription":"iv, 23 p. ;28 cm.","startPage":"1","endPage":"23","numberOfPages":"27","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":155507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0330/report-thumb.jpg"},{"id":53108,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0330/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Dearborn","city":"Lawrenceburg","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.8191,39.3056],[-84.8199,39.2262],[-84.8197,39.1907],[-84.8191,39.1069],[-84.8195,39.1067],[-84.8205,39.1062],[-84.8342,39.0983],[-84.8569,39.0807],[-84.8675,39.0755],[-84.8884,39.065],[-84.8903,39.0634],[-84.8917,39.0617],[-84.8922,39.0604],[-84.893,39.0556],[-84.8931,39.054],[-84.888,39.046],[-84.8825,39.0406],[-84.8759,39.0341],[-84.8752,39.0334],[-84.8987,39.0133],[-84.911,39.0189],[-84.9134,39.0189],[-84.9194,39.0149],[-84.9224,39.0136],[-84.9253,39.0155],[-84.9302,39.0092],[-84.9374,39.0052],[-84.9391,39.0079],[-84.9426,39.0089],[-84.9468,39.0067],[-84.9446,38.9998],[-84.947,38.9981],[-84.9523,38.9963],[-84.9542,38.9945],[-84.9601,38.9941],[-84.9648,38.9974],[-84.9696,38.9924],[-84.9831,38.9962],[-84.9855,38.9949],[-84.9915,38.9945],[-84.9938,38.9959],[-84.995,38.9973],[-84.9985,38.996],[-85.0023,38.9869],[-85.0012,38.9829],[-85.0066,38.9779],[-85.0137,38.9807],[-85.0207,38.9822],[-85.025,38.9741],[-85.0339,38.976],[-85.0404,38.9761],[-85.047,38.9689],[-85.0512,38.9676],[-85.0513,38.9631],[-85.0549,38.9595],[-85.0591,38.9577],[-85.058,38.9514],[-85.0593,38.9482],[-85.0669,38.9501],[-85.0717,38.9483],[-85.0741,38.9479],[-85.077,38.9484],[-85.0823,38.9525],[-85.0847,38.9512],[-85.0896,38.9426],[-85.0926,38.9413],[-85.0962,38.9355],[-85.0992,38.9369],[-85.1032,38.9405],[-85.1086,38.9392],[-85.1128,38.9361],[-85.1175,38.9362],[-85.1198,38.938],[-85.1215,38.9444],[-85.1136,38.9529],[-85.1142,38.9561],[-85.1213,38.9557],[-85.1291,38.9481],[-85.135,38.9481],[-85.1324,38.9617],[-85.1305,38.9707],[-85.1222,39.0006],[-85.1057,39.0906],[-85.0983,39.1327],[-85.0903,39.1788],[-85.0824,39.2195],[-85.0732,39.2675],[-85.0652,39.3082],[-85.0385,39.3079],[-84.9273,39.3065],[-84.8191,39.3056]]]},\"properties\":{\"name\":\"Dearborn\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a93e4b07f02db6582b1","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190946,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":190947,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. 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The results of the modified Levell II analysis for structure I-74-32-4946 on Interstate 74 crossing Sugar Creek in Montgomery County, Indiana are presented. The site is near the town of Crawfordsville in the central part of Montgomery 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 13.0 feet for the modeled discharge of 3,000 cubic feet per second and approximately 15.1 feet for the modeled discharge of 41,900 cubic feet per second.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97321","issn":"0094-9140","collaboration":"Indiana Department of Transportation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-74-32-4946 crossing Sugar Creek in Montgomery County, Indiana: U.S. Geological Survey Open-File Report 97-321, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97321.","productDescription":"iv, 23 p. ;28 cm.","startPage":"1","endPage":"23","numberOfPages":"27","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":155527,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0321/report-thumb.jpg"},{"id":53114,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0321/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Montgomery","city":"Crawfordsville","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.6957,40.2144],[-86.6962,40.1785],[-86.6961,40.1282],[-86.6946,40.0402],[-86.6938,39.9528],[-86.6937,39.9228],[-86.6929,39.8643],[-86.7918,39.8651],[-86.8056,39.865],[-86.8967,39.8666],[-86.9182,39.8674],[-87.0087,39.8685],[-87.0333,39.8683],[-87.0914,39.8685],[-87.0909,39.9538],[-87.0919,40.2172],[-87.0353,40.2165],[-86.9221,40.2161],[-86.8095,40.2146],[-86.6957,40.2144]]]},\"properties\":{\"name\":\"Montgomery\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687fad","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190964,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":190965,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":190963,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2223,"text":"wsp2447 - 1997 - Effects of simulated ground-water pumping and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts","interactions":[{"subject":{"id":19995,"text":"ofr94316 - 1994 - Simulation of the effects of ground-water withdrawals and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts","indexId":"ofr94316","publicationYear":"1994","noYear":false,"title":"Simulation of the effects of ground-water withdrawals and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":2223,"text":"wsp2447 - 1997 - Effects of simulated ground-water pumping and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts","indexId":"wsp2447","publicationYear":"1997","noYear":false,"title":"Effects of simulated ground-water pumping and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts"},"id":1}],"lastModifiedDate":"2018-05-17T14:12:38","indexId":"wsp2447","displayToPublicDate":"1998-04-01T00:00:00","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":"2447","title":"Effects of simulated ground-water pumping and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts","docAbstract":"Three-dimensional transient ground-water-flow models that simulate both freshwater and saltwater flow were developed for the flow cells of the Cape Cod Basin to determine the effects of long-term pumping and recharge, seasonal fluctuations in pumping and recharge, and prolonged reductions of natural recharge, on the position of the freshwater-saltwater interface, water-table and pond altitudes, and streamflow and discharge to coastal marshes and embayments. Two-dimensional, finite-difference change models were developed for Martha's Vineyard and Nantucket Island basins to determine anticipated drawdowns in response to projected summer season pumping rates for 180 days of no recharge.","language":"ENGLISH","publisher":"U.S. G.P.O.] :\r\nU.S. Dept. of the Interior, U.S. Geological Survey ;\r\nFor sale by the U.S. Geological Survey, Branch of Information Services [distributor],","doi":"10.3133/wsp2447","isbn":"0607866330","usgsCitation":"Masterson, J., and Barlow, P.M., 1997, Effects of simulated ground-water pumping and recharge on ground-water flow in Cape Cod, Martha's Vineyard, and Nantucket Island basins, Massachusetts: U.S. Geological Survey Water Supply Paper 2447, vi, 79 p. :ill., maps ;28 cm.; 1 plate in pocket, https://doi.org/10.3133/wsp2447.","productDescription":"vi, 79 p. :ill., maps ;28 cm.; 1 plate in pocket","costCenters":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"links":[{"id":137694,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2447/report-thumb.jpg"},{"id":27972,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2447/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":247190,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2447/plate-1.pdf","size":"3491","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610d45","contributors":{"authors":[{"text":"Masterson, John P. 0000-0003-3202-4413 jpmaster@usgs.gov","orcid":"https://orcid.org/0000-0003-3202-4413","contributorId":1865,"corporation":false,"usgs":true,"family":"Masterson","given":"John P.","email":"jpmaster@usgs.gov","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":false,"id":144845,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barlow, Paul M. 0000-0003-4247-6456 pbarlow@usgs.gov","orcid":"https://orcid.org/0000-0003-4247-6456","contributorId":1200,"corporation":false,"usgs":true,"family":"Barlow","given":"Paul","email":"pbarlow@usgs.gov","middleInitial":"M.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":144844,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":21962,"text":"ofr97326 - 1997 - Modified level II streambed-scour analysis for structure I-164-10-6969 crossing Boesche Ditch in Vanderburgh County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:54","indexId":"ofr97326","displayToPublicDate":"1998-04-01T00:00:00","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":"97-326","title":"Modified level II streambed-scour analysis for structure I-164-10-6969 crossing Boesche Ditch in Vanderburgh County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97326","issn":"0094-9140","usgsCitation":"Wilson, J., Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-164-10-6969 crossing Boesche Ditch in Vanderburgh County, Indiana: U.S. Geological Survey Open-File Report 97-326, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97326.","productDescription":"iv, 20 p. ;28 cm.","costCenters":[],"links":[{"id":154475,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0326/report-thumb.jpg"},{"id":51439,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0326/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62be10","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186464,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":186463,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":186461,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. 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The site is near the town of Corydon in the central part of Harrison 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 6.6 feet for the modeled discharge of 26,000 cubic feet per second and approximately 8.0 feet for the modeled discharge of 34,000 cubic feet per second.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97319","issn":"0094-9140","collaboration":"Indiana Department of Transporation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-64-108-5658 crossing Indian Creek in Harrison County, Indiana: U.S. Geological Survey Open-File Report 97-319, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97319.","productDescription":"iv, 20 p. ;28 cm.","startPage":"1","endPage":"20","numberOfPages":"24","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":155508,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0319/report-thumb.jpg"},{"id":53109,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0319/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Harrison","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.2544,38.4224],[-86.0324,38.4177],[-86.033,38.3307],[-86.0295,38.3307],[-86.0248,38.3306],[-86.0148,38.3306],[-86.0144,38.3025],[-85.9956,38.3024],[-85.9947,38.2752],[-85.9735,38.2756],[-85.9737,38.2606],[-85.9549,38.2606],[-85.9508,38.1857],[-85.8987,38.1855],[-85.8987,38.1786],[-85.8996,38.177],[-85.9044,38.1676],[-85.906,38.1428],[-85.9032,38.1148],[-85.9024,38.1064],[-85.9028,38.0926],[-85.9063,38.0825],[-85.91,38.0718],[-85.9125,38.0641],[-85.9136,38.0599],[-85.9144,38.0557],[-85.9195,38.032],[-85.9224,38.0257],[-85.9382,38.0103],[-85.9398,38.0089],[-85.9443,38.0076],[-85.9485,38.0065],[-85.9567,38.0042],[-85.9659,38.0029],[-85.9673,38.0027],[-85.9967,37.9984],[-85.9981,37.9982],[-86.0145,37.9958],[-86.0296,37.9913],[-86.0343,37.9864],[-86.0352,37.9853],[-86.0354,37.9846],[-86.0353,37.9733],[-86.0353,37.9665],[-86.037,37.9631],[-86.04,37.9604],[-86.0464,37.9586],[-86.057,37.9649],[-86.0639,37.9725],[-86.0811,37.9987],[-86.0928,38.0077],[-86.0933,38.0079],[-86.111,38.014],[-86.1236,38.0154],[-86.1267,38.0155],[-86.1319,38.0151],[-86.148,38.0134],[-86.1571,38.0115],[-86.1629,38.0103],[-86.1682,38.0093],[-86.1702,38.0095],[-86.1781,38.0109],[-86.2055,38.0207],[-86.2067,38.0214],[-86.2351,38.0387],[-86.2548,38.0481],[-86.2586,38.0503],[-86.2603,38.0514],[-86.2728,38.0625],[-86.2732,38.063],[-86.2767,38.0694],[-86.2776,38.0724],[-86.2813,38.0887],[-86.2812,38.0984],[-86.2788,38.109],[-86.2729,38.1341],[-86.2758,38.1432],[-86.2805,38.1496],[-86.2824,38.1514],[-86.2923,38.1601],[-86.2963,38.1632],[-86.3005,38.1653],[-86.3077,38.1683],[-86.3219,38.1741],[-86.3314,38.18],[-86.3261,38.1828],[-86.3173,38.1782],[-86.3126,38.1782],[-86.3097,38.1818],[-86.3185,38.1882],[-86.3167,38.1895],[-86.3114,38.1891],[-86.3085,38.2009],[-86.3061,38.2031],[-86.2997,38.2027],[-86.2938,38.2013],[-86.2903,38.2018],[-86.2956,38.2095],[-86.2903,38.2108],[-86.2891,38.214],[-86.2985,38.2194],[-86.2979,38.2217],[-86.2932,38.2249],[-86.2844,38.2208],[-86.2797,38.2235],[-86.2774,38.2271],[-86.2761,38.2529],[-86.2755,38.257],[-86.2749,38.2783],[-86.2696,38.2783],[-86.266,38.2865],[-86.2596,38.2833],[-86.2578,38.2837],[-86.2555,38.2905],[-86.2531,38.2914],[-86.2525,38.295],[-86.2543,38.2964],[-86.2601,38.2973],[-86.2648,38.2946],[-86.2642,38.3041],[-86.2619,38.3041],[-86.2589,38.305],[-86.2589,38.3064],[-86.2677,38.3087],[-86.2707,38.3078],[-86.2765,38.3091],[-86.2894,38.3164],[-86.2829,38.3246],[-86.2818,38.3232],[-86.2794,38.3214],[-86.2747,38.32],[-86.2741,38.325],[-86.2735,38.3295],[-86.2764,38.3386],[-86.2764,38.3404],[-86.2741,38.3409],[-86.2711,38.3413],[-86.2741,38.3472],[-86.2758,38.3499],[-86.2735,38.3563],[-86.2705,38.3617],[-86.2641,38.3612],[-86.2629,38.3572],[-86.257,38.3544],[-86.2529,38.3558],[-86.2482,38.3603],[-86.2482,38.363],[-86.2488,38.3644],[-86.2582,38.3667],[-86.2593,38.3775],[-86.2616,38.3812],[-86.2552,38.3843],[-86.2522,38.383],[-86.2464,38.3861],[-86.2458,38.3879],[-86.2493,38.3907],[-86.2516,38.3947],[-86.251,38.3979],[-86.2533,38.402],[-86.2522,38.407],[-86.258,38.4102],[-86.2627,38.4097],[-86.2645,38.412],[-86.2592,38.4152],[-86.2544,38.4224]]]},\"properties\":{\"name\":\"Harrison\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69946c","contributors":{"authors":[{"text":"Miller, R. 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C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":190948,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":23903,"text":"ofr97329 - 1997 - Modified level II streambed-scour analysis for structure I-164-7-6974 crossing Schlensker Ditch in Vanderburgh County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:47:16","indexId":"ofr97329","displayToPublicDate":"1998-04-01T00:00:00","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":"97-329","title":"Modified level II streambed-scour analysis for structure I-164-7-6974 crossing Schlensker Ditch in Vanderburgh County, Indiana","docAbstract":"Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-674-7-6974 on Interstate 164 crossing Schlensker Ditch in Vanderburgh County, Indiana, are presented. The site is near the town of Daylight in the northwestern part of Vanderburgh 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 176 feet for the modeled discharge of 2,100 cubic feet per second and approximately 33.4 feet for the modeled discharge of 2,940 cubic feet per second.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97329","issn":"0094-9140","collaboration":"Indiana Department of Transportation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-164-7-6974 crossing Schlensker Ditch in Vanderburgh County, Indiana: U.S. Geological Survey Open-File Report 97-329, iv, 17 p. ;28 cm., https://doi.org/10.3133/ofr97329.","productDescription":"iv, 17 p. ;28 cm.","startPage":"1","endPage":"17","numberOfPages":"21","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156420,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0329/report-thumb.jpg"},{"id":53107,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0329/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Vanderburgh","city":"Daylight","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-87.4676,38.1655],[-87.4676,38.1242],[-87.4711,38.1242],[-87.4729,38.0371],[-87.4501,38.0373],[-87.4512,37.9394],[-87.4535,37.9385],[-87.4645,37.9329],[-87.4717,37.9288],[-87.4732,37.9279],[-87.483,37.921],[-87.4917,37.9151],[-87.4992,37.91],[-87.5002,37.9095],[-87.5103,37.9067],[-87.5114,37.9067],[-87.5122,37.907],[-87.5221,37.9125],[-87.5303,37.917],[-87.5539,37.928],[-87.5619,37.9336],[-87.5671,37.9395],[-87.5745,37.954],[-87.5807,37.9661],[-87.5902,37.9732],[-87.5943,37.9735],[-87.6011,37.9708],[-87.6013,37.9702],[-87.6032,37.9626],[-87.6063,37.9501],[-87.6066,37.9494],[-87.6077,37.9482],[-87.6126,37.9437],[-87.6243,37.9331],[-87.6256,37.9316],[-87.6261,37.9308],[-87.6279,37.9235],[-87.6238,37.9135],[-87.6235,37.9128],[-87.6175,37.906],[-87.6041,37.8987],[-87.5961,37.8925],[-87.5934,37.8902],[-87.591,37.8857],[-87.5888,37.8822],[-87.5882,37.8812],[-87.5878,37.8673],[-87.5878,37.8666],[-87.5907,37.8598],[-87.5917,37.8582],[-87.6045,37.8405],[-87.6091,37.8364],[-87.6102,37.8355],[-87.6206,37.8303],[-87.6379,37.8254],[-87.6525,37.8253],[-87.6642,37.8265],[-87.6652,37.8269],[-87.6784,37.8338],[-87.6828,37.8464],[-87.682,37.8573],[-87.6793,37.8655],[-87.6743,37.8722],[-87.6669,37.8822],[-87.6665,37.8871],[-87.6679,37.8934],[-87.6701,37.8963],[-87.6723,37.8985],[-87.6794,37.9021],[-87.6846,37.903],[-87.6904,37.9015],[-87.7003,37.8973],[-87.7006,37.9535],[-87.6991,38.0388],[-87.697,38.1258],[-87.6888,38.1254],[-87.6889,38.1685],[-87.4676,38.1655]]]},\"properties\":{\"name\":\"Vanderburgh\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a93e4b07f02db65829d","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190943,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":190944,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":190942,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":4249,"text":"cir1152 - 1997 - Catalogue of U.S. Geological Survey strong-motion records, 1994","interactions":[],"lastModifiedDate":"2018-10-25T18:23:15","indexId":"cir1152","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1152","title":"Catalogue of U.S. Geological Survey strong-motion records, 1994","docAbstract":"This report presents accelerogram data of strong ground motion and the response of representative engineered structures during moderate to large earthquakes recorded during 1994.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir1152","usgsCitation":"Jungblut, W., and Porcella, R.L., 1997, Catalogue of U.S. Geological Survey strong-motion records, 1994: U.S. Geological Survey Circular 1152, iv, 34 p. ;28 cm., https://doi.org/10.3133/cir1152.","productDescription":"iv, 34 p. ;28 cm.","costCenters":[],"links":[{"id":31363,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1997/1152/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139350,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1997/1152/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6faf","contributors":{"editors":[{"text":"Switzer, J.C.","contributorId":99965,"corporation":false,"usgs":true,"family":"Switzer","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":749882,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Jungblut, W.L.","contributorId":7693,"corporation":false,"usgs":true,"family":"Jungblut","given":"W.L.","email":"","affiliations":[],"preferred":false,"id":148548,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Porcella, R. L.","contributorId":102869,"corporation":false,"usgs":true,"family":"Porcella","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":148550,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":22308,"text":"ofr96447 - 1997 - Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the North Canadian River from Canton Lake to Lake Overholser in central Oklahoma","interactions":[],"lastModifiedDate":"2022-09-12T20:48:40.284204","indexId":"ofr96447","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":"96-447","title":"Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the North Canadian River from Canton Lake to Lake Overholser in 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 alluvial and terrace deposits along the North Canadian River from Canton Lake to Lake Overholser in central Oklahoma. Ground water in approximately 400 square miles of Quaternary-age alluvial and terrace aquifer is an important source of water for irrigation, industrial, municipal, stock, and domestic supplies. The aquifer consists of clay, silt, sand, and gravel. Sand-sized sediments dominate the poorly sorted, fine to coarse, unconsolidated quartz grains in the aquifer. The hydraulically connected alluvial and terrace deposits unconformably overlie Permian-age formations. The aquifer is overlain by a layer of wind-blown sand in parts of the area.\r\n\r\nMost of the lines in the aquifer boundary, hydraulic conductivity, and recharge data sets were extracted from published digital surficial geology data sets based on a scale of 1:250,000. The ground-water elevation contours and some of the lines for the aquifer boundary, hydraulic conductivity, and recharge data sets were digitized from a ground-water modeling report about the aquifer published at a scale of 1:250,000. The hydraulic conductivity values and recharge rates also are from the ground-water modeling report.\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","doi":"10.3133/ofr96447","usgsCitation":"Adams, G.P., Rea, A., and Runkle, D., 1997, Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the North Canadian River from Canton Lake to Lake Overholser in central Oklahoma: U.S. Geological Survey Open-File Report 96-447, HTML Document, https://doi.org/10.3133/ofr96447.","productDescription":"HTML Document","costCenters":[],"links":[{"id":154210,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":406560,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_42273.htm"},{"id":1402,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr96-447","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Oklahoma","otherGeospatial":"North Canadian River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.5968017578125,\n 35.47185482057798\n ],\n [\n -97.62725830078125,\n 35.47185482057798\n ],\n [\n -97.62725830078125,\n 36.115690180653395\n ],\n [\n -98.5968017578125,\n 36.115690180653395\n ],\n [\n -98.5968017578125,\n 35.47185482057798\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4644","contributors":{"authors":[{"text":"Adams, G. P.","contributorId":60256,"corporation":false,"usgs":true,"family":"Adams","given":"G.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":188006,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rea, Alan","contributorId":41018,"corporation":false,"usgs":true,"family":"Rea","given":"Alan","affiliations":[],"preferred":false,"id":188004,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Runkle, D. L.","contributorId":57081,"corporation":false,"usgs":true,"family":"Runkle","given":"D. L.","affiliations":[],"preferred":false,"id":188005,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":21733,"text":"ofr96445 - 1997 - Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the Cimarron River from Freedom to Guthrie in northwestern Oklahoma","interactions":[],"lastModifiedDate":"2022-09-07T20:06:06.318076","indexId":"ofr96445","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":"96-445","title":"Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the Cimarron River from Freedom to Guthrie in northwestern Oklahoma","docAbstract":"ARC/INFO export and nonproprietary format files\r\nThis diskette contains digitized aquifer boundaries, maps of hydraulic conductivity, recharge, and ground-water level elevation contours for the alluvial and terrace deposits along the Cimarron River from Freedom to Guthrie in northwestern Oklahoma. Ground water in 1,305 square miles of Quaternary-age alluvial and terrace deposits along the the Cimarron River from Freedom to Guthrie is an important source of water for irrigation, industrial, municipal, stock, and domestic supplies. Alluvial and terrace deposits are composed of interfingering lenses of clay, sandy clay, and cross-bedded poorly sorted sand and gravel. The aquifer is composed of hydraulically connected alluvial and terrace deposits that unconformably overlie the Permian-age Formations.\r\n\r\nThe aquifer boundaries are from a ground-water modeling report on the alluvial and terrace aquifer along the Cimarron River from Freedom to Guthrie in northwestern Oklahoma and published digital surficial geology data sets. The aquifer boundary data set was created from digital geologic data sets from maps published at a scale of 1:250,000. The hydraulic conductivity values, recharge rates, and ground-water level elevation contours are from the ground-water modeling report. Water-level elevation contours were digitized from a map at a scale of 1:250,000. The maps were published at a scale of 1:900,000.\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","doi":"10.3133/ofr96445","usgsCitation":"Adams, G.P., Runkle, D., Rea, A., and Cederstrand, J., 1997, Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the Cimarron River from Freedom to Guthrie in northwestern Oklahoma: U.S. Geological Survey Open-File Report 96-445, HTML Document, https://doi.org/10.3133/ofr96445.","productDescription":"HTML Document","costCenters":[],"links":[{"id":406340,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_40477.htm","linkFileType":{"id":5,"text":"html"}},{"id":153696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1174,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr96-445","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Oklahoma","otherGeospatial":"Cimarron River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -99.088,\n 35.778\n ],\n [\n -97.524,\n 35.778\n ],\n [\n -97.524,\n 36.898\n ],\n [\n -99.088,\n 36.898\n ],\n [\n -99.088,\n 35.778\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d50d","contributors":{"authors":[{"text":"Adams, G. P.","contributorId":60256,"corporation":false,"usgs":true,"family":"Adams","given":"G.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":185456,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Runkle, Donna","contributorId":51317,"corporation":false,"usgs":true,"family":"Runkle","given":"Donna","affiliations":[],"preferred":false,"id":185455,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rea, Alan","contributorId":41018,"corporation":false,"usgs":true,"family":"Rea","given":"Alan","affiliations":[],"preferred":false,"id":185454,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Cederstrand, J. R.","contributorId":91523,"corporation":false,"usgs":true,"family":"Cederstrand","given":"J. R.","affiliations":[],"preferred":false,"id":185457,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":1887,"text":"wsp2483 - 1997 - Comparison of chlorofluorocarbon-age dating with particle-tracking results of a regional ground-water flow model of the Portland Basin, Oregon and Washington","interactions":[],"lastModifiedDate":"2023-04-07T18:57:36.83888","indexId":"wsp2483","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":"2483","title":"Comparison of chlorofluorocarbon-age dating with particle-tracking results of a regional ground-water flow model of the Portland Basin, Oregon and Washington","docAbstract":"This report describes the results of a study in which chlorofluorocarbon-age dating was used to evaluate the results of a ground-water particle tracker for the Portland Basin in Oregon and Washington.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2483","usgsCitation":"Hinkle, S.R., and Snyder, D.T., 1997, Comparison of chlorofluorocarbon-age dating with particle-tracking results of a regional ground-water flow model of the Portland Basin, Oregon and Washington: U.S. Geological Survey Water Supply Paper 2483, Report: v, 47 p.; 1 Plate: 32.63 x 39.58 inches, https://doi.org/10.3133/wsp2483.","productDescription":"Report: v, 47 p.; 1 Plate: 32.63 x 39.58 inches","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":415452,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25487.htm","linkFileType":{"id":5,"text":"html"}},{"id":27176,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2483/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138558,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2483/report-thumb.jpg"},{"id":247067,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2483/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon, Washington","city":"Portland","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -123,\n 45.933\n ],\n [\n -123,\n 45.321\n ],\n [\n -122.172,\n 45.321\n ],\n [\n -122.172,\n 45.933\n ],\n [\n -123,\n 45.933\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae393","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":144314,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Snyder, Daniel T. dtsnyder@usgs.gov","contributorId":820,"corporation":false,"usgs":true,"family":"Snyder","given":"Daniel","email":"dtsnyder@usgs.gov","middleInitial":"T.","affiliations":[],"preferred":true,"id":144313,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"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":23906,"text":"ofr97305 - 1997 - Modified level II streambed-scour analysis for structure I-65-120-6016 crossing Little Eagle Creek and I-65 in Marion County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:39:57","indexId":"ofr97305","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":"97-305","title":"Modified level II streambed-scour analysis for structure I-65-120-6016 crossing Little Eagle Creek and I-65 in Marion County, Indiana","docAbstract":"Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-65-120-6016 on Georgetown Road crossing Little Eagle Creek and 1-65 in Marion County, Indiana, are presented. The site is in the city of Indianapolis in the northwestern 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 5.2 feet for the modeled discharge of 3,450 cubic feet per second and approximately 5.6 feet for the modeled discharge of 5,210 cubic feet per second.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97305","issn":"0094-9140","collaboration":"Indiana Department of Transporation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-65-120-6016 crossing Little Eagle Creek and I-65 in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-305, iv, 19 p. ;28 cm., https://doi.org/10.3133/ofr97305.","productDescription":"iv, 19 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":53110,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0305/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0305/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Marion","city":"Indianapolis","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.9369,39.9272],[-85.9379,39.87],[-85.9541,39.8696],[-85.9518,39.6969],[-85.9523,39.638],[-86.248,39.6335],[-86.3268,39.6318],[-86.3281,39.8526],[-86.328,39.8662],[-86.325,39.8662],[-86.3267,39.9238],[-86.2967,39.9246],[-86.2757,39.925],[-86.2385,39.9259],[-85.9801,39.9269],[-85.9411,39.9272],[-85.9369,39.9272]]]},\"properties\":{\"name\":\"Marion\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a94e4b07f02db658f6a","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190952,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":190953,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":190951,"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":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":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":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":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":984,"text":"wsp2434 - 1997 - Particle-tracking analysis of contributing areas of public-supply wells in simple and complex flow systems, Cape Cod, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:05:09","indexId":"wsp2434","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":"2434","title":"Particle-tracking analysis of contributing areas of public-supply wells in simple and complex flow systems, Cape Cod, Massachusetts","docAbstract":"Steady-state, two- and three-dimensional, ground-water-flow models coupled with particle tracking were evaluated to determine their effectiveness in delineating contributing areas of wells pumping from stratified-drift aquifers of Cape Cod, Massachusetts. Several contributing areas delineated by use of the three-dimensional models do not conform to simple ellipsoidal shapes that are typically delineated by use of two-dimensional analytical and numerical modeling techniques and included discontinuous areas of the water table.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nFor sale by the U.S. Geological Survey, Information Services,","doi":"10.3133/wsp2434","usgsCitation":"Barlow, P.M., 1997, Particle-tracking analysis of contributing areas of public-supply wells in simple and complex flow systems, Cape Cod, Massachusetts: U.S. Geological Survey Water Supply Paper 2434, vi, 66 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/wsp2434.","productDescription":"vi, 66 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":7,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wsp2434/","linkFileType":{"id":5,"text":"html"}},{"id":136115,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db688f4c","contributors":{"authors":[{"text":"Barlow, Paul M. 0000-0003-4247-6456 pbarlow@usgs.gov","orcid":"https://orcid.org/0000-0003-4247-6456","contributorId":1200,"corporation":false,"usgs":true,"family":"Barlow","given":"Paul","email":"pbarlow@usgs.gov","middleInitial":"M.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":142967,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":22130,"text":"ofr97206 - 1997 - Sand-storage changes in the Colorado River downstream from the Paria and Little Colorado rivers, April 1994 to August 1995","interactions":[],"lastModifiedDate":"2012-02-02T00:08:01","indexId":"ofr97206","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":"97-206","title":"Sand-storage changes in the Colorado River downstream from the Paria and Little Colorado rivers, April 1994 to August 1995","docAbstract":"Sixty-six cross sections on the Colorado River in 11-kilometer reachesdownstream from the Paria and Little Colorado Rivers were monitoredfrom June 1992 to August 1995 to provide data to evaluate the effectof releases from Glen Canyon Dam on channel-sand storage and fordevelopment of multidimensional flow and sediment-transport models.Most of the network of monumented cross sections was established andfirst measured JuneSeptember 1992. Data collected from June 1992through February 1994 were published in a previous report. Crosssections downstream from the Paria River were remeasured six timesbetween April 1994 and August 1995. Most sections downstream from theLittle Colorado River were remeasured four times in the same timeperiod. Each measurement consisted of 10 passes across the section,and data presented are the mean section and the standard deviationfrom the mean. Measured depths were converted to bed elevations usingwater-surface elevations measured or estimated for each reach. A linemarked at regular intervals was strung across the river between thesection end points and used to provide horizontal-position control. AWilcoxon rank-sum test was applied to the data, and bed-elevationdifferences between successive measurements that were statisticallysignificant at the 5-percent significance level were identified andused to compute the difference in cross-sectional area frommeasurement to measurement. Changes in sand storage computed forselected cross sections are presented. Changes in area at most of theselected cross sections during the period presented in this reportwere smaller than those measured during the period covered bythe previous report. The largest changes over the monitoring periodpresented in this report were measured at section p22 (+115 squaremeters) downstream from the Paria River and at sections lb1 (+209square meters) and lc2 (156 square meters) downstream from theLittle Colorado River. This report presents selected data from themeasurements made from April 1994 through August 1995 in graphicalform and describes the electronic form of the entire data set.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97206","issn":"0094-9140","usgsCitation":"Graf, J.B., Marlow, J.E., Rigas, P.D., and Jansen, S., 1997, Sand-storage changes in the Colorado River downstream from the Paria and Little Colorado rivers, April 1994 to August 1995: U.S. Geological Survey Open-File Report 97-206, iv, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97206.","productDescription":"iv, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":154961,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0206/report-thumb.jpg"},{"id":51579,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0206/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f93b6","contributors":{"authors":[{"text":"Graf, Julia B.","contributorId":59005,"corporation":false,"usgs":true,"family":"Graf","given":"Julia","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":187242,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Marlow, Jonathan E.","contributorId":76727,"corporation":false,"usgs":true,"family":"Marlow","given":"Jonathan","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":187243,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rigas, Patricia D.","contributorId":83149,"corporation":false,"usgs":true,"family":"Rigas","given":"Patricia","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":187244,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Jansen, Samuel","contributorId":30974,"corporation":false,"usgs":true,"family":"Jansen","given":"Samuel","email":"","affiliations":[],"preferred":false,"id":187241,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":22301,"text":"ofr96443 - 1997 - Digital data set that describe aquifer characteristics of the Antlers aquifer in southeastern Oklahoma","interactions":[],"lastModifiedDate":"2022-08-30T14:49:23.069789","indexId":"ofr96443","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":"96-443","title":"Digital data set that describe aquifer characteristics of the Antlers aquifer in southeastern Oklahoma","docAbstract":"The data sets in this report include digitized aquifer boundaries and maps of hydraulic conductivity, recharge, and ground-water level elevation contours for the Antlers aquifer in southeastern Oklahoma. The Early Cretaceous-age Antlers Sandstone is an important source of water in an area that underlies about 4,400-square miles of all or part of Atoka, Bryan, Carter, Choctaw, Johnston, Love, Marshall, McCurtain, and Pushmataha Counties. The Antlers aquifer consists of sand, clay, conglomerate, and limestone in the outcrop area. The upper part of the Antlers aquifer consists of beds of sand, poorly cemented sandstone, sandy shale, silt, and clay. The Antlers aquifer is unconfined where it outcrops in an area of about 1,800-square miles (Morton, 1992).
The recharge, hydraulic conductivity, and aquifer boundaries data sets include the outcrop area of the Antlers Sandstone in Oklahoma and areas where the Antlers is overlain by alluvial and terrace deposits and a few small thin outcrops of the Goodland Limestone. Most of the lines in the data sets are from the digital data of the surficial geology of the Antlers Sandstone from Cederstrand (1996a, 1996b) except where the Antlers aquifer is overlain by alluvial and terrace deposits near streams and rivers. Morton (1992) interpolated the Antlers aquifer boundaries under the alluvial and terrace deposits where streams cross the aquifer outcrop. Aquifer boundary lines for areas where the aquifer is overlain by alluvial and terrace deposits were digitized and are similar to the aquifer boundaries shown in Morton (1992). A few polygons in this data set represent small and thin outcrops of the Goodland Limestone overlying the Antlers aquifer. The Antlers aquifer in Texas (Morton, 1992) is not included in this data set. The maps from which this data set was derived were scanned or digitized from maps published at a scale of 1:250,000. Hydraulic conductivity and recharge values were used as input to the ground-water model report for the Antlers aquifer by Morton (1992).
The water-level elevation contours were digitized from a mylar map at a scale of 1:250,000 that was used to prepare the final map that was published as plate 1, map A, \"Observed potentiometric surface, 1970, Antlers aquifer\" at a scale of 1:500,000 in Morton (1992). Morton (1992) used water levels measured in wells in 1970 to construct the map. The water-level elevation contours for the Antlers aquifer in Texas (Morton, 1992) are not included in this data set.
Ground-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. The hydraulic conductivity and recharge are closely interrelated. As long as these two model inputs are in balance the model has a small mean residual; it represents the natural system numerically. If the hydraulic conductivity is accurately known, the model can be used to accurately determine recharge. Likewise, if the hydraulic conductivity is poorly known, then the recharge will be poorly determined. 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.
In most aquifers, hydraulic conductivity measurements made in wells or in cores will range over several orders of magnitude, even over short horizontal and vertical distances. Hydraulic conductivity values derived from ground-water flow models represent areal generalizations and do not reflect the large local variance in well or core measurements. Recharge probably varies considerably over the local area, and model recharge is at best an average over an area at least as large as the model grid (and probably much larger than a single cell).
Compilation of the data sets was funded under a cooperative Joint Funding Agreement between the U.S. Geological Survey and the State of Oklahoma, Office of the Secretary of Environment.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96443","collaboration":"Prepared in cooperation with the State of Oklahoma, Office of the Secretary of the Environment","usgsCitation":"Abbott, M.M., Runkle, D.L., and Rea, A., 1997, Digital data set that describe aquifer characteristics of the Antlers aquifer in southeastern Oklahoma: U.S. Geological Survey Open-File Report 96-443, https://doi.org/10.3133/ofr96443.","costCenters":[],"links":[{"id":155378,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":405910,"rank":3,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1996/of96-443/index.html","linkFileType":{"id":5,"text":"html"}},{"id":405722,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_40308.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Oklahoma","otherGeospatial":"Antlers aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -97.498,\n 33.729\n ],\n [\n -94.468,\n 33.729\n ],\n [\n -94.468,\n 34.364\n ],\n [\n -97.498,\n 34.364\n ],\n [\n -97.498,\n 33.729\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b45fc","contributors":{"authors":[{"text":"Abbott, Marvin M.","contributorId":89106,"corporation":false,"usgs":true,"family":"Abbott","given":"Marvin","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":187988,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Runkle, Donna L. dlrunkle@usgs.gov","contributorId":2556,"corporation":false,"usgs":true,"family":"Runkle","given":"Donna","email":"dlrunkle@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":187987,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rea, Alan","contributorId":41018,"corporation":false,"usgs":true,"family":"Rea","given":"Alan","affiliations":[],"preferred":false,"id":187986,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":22307,"text":"ofr96446 - 1997 - Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the Beaver-North Canadian River from the panhandle to Canton Lake in northwestern Oklahoma","interactions":[],"lastModifiedDate":"2022-09-07T20:02:59.306936","indexId":"ofr96446","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":"96-446","title":"Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the Beaver-North Canadian River from the panhandle to Canton Lake in northwestern 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 alluvial and terrace deposits along the Beaver-North Canadian River from the panhandle to Canton Lake in northwestern Oklahoma. Ground water in 830 square miles of the Quaternary-age alluvial and terrace aquifer is an important source of water for irrigation, industrial, municipal, stock, and domestic supplies. The aquifer consists of poorly sorted, fine to coarse, unconsolidated quartz sand with minor amounts of clay, silt, and basal gravel. The hydraulically connected alluvial and terrace deposits unconformably overlie the Tertiary-age Ogallala Formation and Permian-age formations.\r\n\r\nMost of the lines in the aquifer boundary and recharge data sets and some of the lines in the hydraulic conductivity data set were extracted from a published digital surficial geology data set based on a scale of 1:250,000. The ground-water elevation contours and some of the lines for the aquifer boundary, hydraulic conductivity, and recharge data sets were digitized from a ground-water modeling report about the aquifer published at a scale of 1:250,000. The hydraulic conductivity values and recharge rates also are from the ground-water modeling report. The data sets are provided in both nonproprietary and ARC/INFO export file formats.\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","doi":"10.3133/ofr96446","usgsCitation":"Adams, G.P., Runkle, D., and Rea, A., 1997, Digital data sets that describe aquifer characteristics of the alluvial and terrace deposits along the Beaver-North Canadian River from the panhandle to Canton Lake in northwestern Oklahoma: U.S. Geological Survey Open-File Report 96-446, HTML Document, https://doi.org/10.3133/ofr96446.","productDescription":"HTML Document","costCenters":[],"links":[{"id":155369,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":406339,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_40478.htm","linkFileType":{"id":5,"text":"html"}},{"id":1392,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr96-446","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Oklahoma","otherGeospatial":"Beaver-North Canadian River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -99.965,\n 36.044\n ],\n [\n -98.549,\n 36.044\n ],\n [\n -98.549,\n 36.973\n ],\n [\n -99.965,\n 36.973\n ],\n [\n -99.965,\n 36.044\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d50f","contributors":{"authors":[{"text":"Adams, G. P.","contributorId":60256,"corporation":false,"usgs":true,"family":"Adams","given":"G.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":188003,"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":188002,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rea, Alan","contributorId":41018,"corporation":false,"usgs":true,"family":"Rea","given":"Alan","affiliations":[],"preferred":false,"id":188001,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24765,"text":"ofr97306 - 1997 - Modified level II streambed-scour analysis for structure I-65-120-4841 crossing Little Eagle Creek in Marion County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:11","indexId":"ofr97306","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":"97-306","title":"Modified level II streambed-scour analysis for structure I-65-120-4841 crossing Little Eagle Creek in Marion County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97306","issn":"0094-9140","usgsCitation":"Voelker, D.C., Robinson, B., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-65-120-4841 crossing Little Eagle Creek in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-306, iv, 19 p. ;28 cm., https://doi.org/10.3133/ofr97306.","productDescription":"iv, 19 p. ;28 cm.","costCenters":[],"links":[{"id":156152,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0306/report-thumb.jpg"},{"id":53788,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0306/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a94e4b07f02db658df7","contributors":{"authors":[{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":192520,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":192522,"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":192521,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25455,"text":"wri964280 - 1997 - Distribution of fish, benthic invertebrate, and algal communities in relation to physical and chemical conditions, Yakima River basin, Washington, 1990","interactions":[],"lastModifiedDate":"2023-01-05T22:34:37.504708","indexId":"wri964280","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":"96-4280","title":"Distribution of fish, benthic invertebrate, and algal communities in relation to physical and chemical conditions, Yakima River basin, Washington, 1990","docAbstract":"Biological investigations were conducted in the Yakima River Basin, Washington, in conjunction with a pilot study for the U.S. Geological Survey's National Water-Quality Assessment Program. Ecological surveys were conducted at 25 sites in 1990 to (1) assess water-quality conditions based on fish, benthic invertebrate, and algal communities; (2) determine the hydrologic, habitat, and chemical factors that affect the distributions of these organisms; and (3) relate physical and chemical conditions to water quality. Results of these investigations showed that land uses and other associated human activities influenced the biological characteristics of streams and rivers and overall water-quality conditions.
Fish communities of headwater streams in the Cascades and Eastern Cascades ecoregions of the Yakima River Basin were primarily composed of salmonids and sculpins, with cyprinids dominating in the rest of the basin. The most common of the 33 fish taxa collected were speckled dace, rainbow trout, and Paiute sculpin. The highest number of taxa (193) was found among the inverte- brates. Insects, particularly sensitive forms such as mayflies, stoneflies, and caddisflies (EPT--Ephemeroptera, Plecoptera, and Trichoptera fauna), formed the majority of the invertebrate communities of the Cascades and Eastern Cascades ecoregions. Diatoms dominated algal communities throughout the basin; 134 algal taxa were found on submerged rocks, but other stream microhabitats were not sampled as part of the study. Sensitive red algae and diatoms were predominant in the Cascades and Eastern Cascades ecoregions, whereas the abundance of eutrophic diatoms and green algae was large in the Columbia Basin ecoregion of the Yakima River Basin.
Ordination of physical, chemical, and biological site characteristics indicated that elevation was the dominant factor accounting for the distribution of biota in the Yakima River Basin; agricultural intensity and stream size were of secondary importance. Ordination identified three site groups and three community types. Site groups consisted of (1) small streams of the Cascades and Eastern Cascades ecoregions, (2) small streams of the Columbia Basin ecoregions, and (3) large rivers of the Cascades and Columbia Basin ecoregions. The small streams of the Columbia Basin could be further subdivided into two groups--one where agricultural intensity was low and one where agricultural intensity was moderate to high. Dividing the basin into these three groups removed much of the influence of elevation and facilitated the analysis of land-use effects. Community types identified by ordination were (1) high elevation, cold-water communities associated with low agricultural intensity; (2) lower elevation, warm-water communities associated with low agricultural intensity, and (3) lower elevation, warm-water communities associated with moderate to high agricultural intensity.
Multimetric community condition indices indicated that sites in the Cascades and Eastern Cascades site group were largely unimpaired. In contrast, all but two sites in the Columbia Basin site group were impaired, some severely. Agriculture (nutrients and pesticides) was the primary factor responsible for this impairment, and all impaired sites were characterized by multiple indicators of impairment. Three sites (Granger Drain, Moxee Drain, and Spring Creek) had high levels of impairment. Sites in the large-river site group were moderately to severely impaired downstream from the city of Yakima. High levels of impairment at large-river sites corresponded with high levels of pesticides in fish tissues and the occurrence of external anomalies.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri964280","usgsCitation":"Cuffney, T., Meador, M.R., Porter, S.D., and Gurtz, M., 1997, Distribution of fish, benthic invertebrate, and algal communities in relation to physical and chemical conditions, Yakima River basin, Washington, 1990: U.S. Geological Survey Water-Resources Investigations Report 96-4280, viii, 94 p., https://doi.org/10.3133/wri964280.","productDescription":"viii, 94 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":411459,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48606.htm","linkFileType":{"id":5,"text":"html"}},{"id":54188,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4280/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118816,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4280/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Yakima River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -121.25384405943124,\n 47.60448949128079\n ],\n [\n -121.25384405943124,\n 46.55396467424251\n ],\n [\n -119.69064218524818,\n 46.55396467424251\n ],\n [\n -119.69064218524818,\n 47.60448949128079\n ],\n [\n -121.25384405943124,\n 47.60448949128079\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648600","contributors":{"authors":[{"text":"Cuffney, T. F.","contributorId":108134,"corporation":false,"usgs":true,"family":"Cuffney","given":"T. F.","affiliations":[],"preferred":false,"id":193766,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meador, M. R.","contributorId":74400,"corporation":false,"usgs":true,"family":"Meador","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":193765,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Porter, S. D.","contributorId":8882,"corporation":false,"usgs":true,"family":"Porter","given":"S.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":193763,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gurtz, M. E.","contributorId":29841,"corporation":false,"usgs":true,"family":"Gurtz","given":"M. E.","affiliations":[],"preferred":false,"id":193764,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":24941,"text":"ofr97258 - 1997 - Preliminary geologic map of the Santa Susana 7.5' quadrangle, southern California: A digital database","interactions":[],"lastModifiedDate":"2023-06-09T11:12:45.373785","indexId":"ofr97258","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":"97-258","title":"Preliminary geologic map of the Santa Susana 7.5' quadrangle, southern California: A digital database","docAbstract":"This Open-File report is a digital geologic map database. This pamphlet serves to introduce and describe the digital data. There is no paper map included in the Open-File report.\n\nThis digital map database is compiled from previously published sources combined with some new mapping and modifications in nomenclature. The geologic map database delineates map units that are identified by general age and lithology following the stratigraphic nomenclature of the U. S. Geological Survey. For detailed descriptions of the units, their stratigraphic relations, sources of geologic mapping, and data on exploratory wells consult Yerkes and Campbell (1995), and Yerkes and Showalter (1990). More specific information about the units may be available in the original sources.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr97258","issn":"0094-9140","usgsCitation":"Yerkes, R., and Campbell, R.H., 1997, Preliminary geologic map of the Santa Susana 7.5' quadrangle, southern California: A digital database: U.S. Geological Survey Open-File Report 97-258, Readme: TXT; Readme: PDF, 11 p.; Complete digital package; Geology; Structure; Wells; Composite base map, https://doi.org/10.3133/ofr97258.","productDescription":"Readme: TXT; Readme: PDF, 11 p.; Complete digital package; Geology; Structure; Wells; Composite base map","numberOfPages":"11","costCenters":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"links":[{"id":1914,"rank":8,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1997/0258/","linkFileType":{"id":5,"text":"html"}},{"id":157558,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0258/report-thumb.jpg"},{"id":284259,"rank":4,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/of/1997/0258/su-topo.e00.gz"},{"id":284257,"rank":3,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/of/1997/0258/su-strc.e00.gz"},{"id":284258,"rank":2,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/of/1997/0258/su-wells.e00.gz"},{"id":284256,"rank":5,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/of/1997/0258/su-geol.e00.gz"},{"id":284255,"rank":6,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/of/1997/0258/susana.tar.gz"},{"id":284254,"rank":7,"type":{"id":20,"text":"Read Me"},"url":"https://pubs.usgs.gov/of/1997/0258/pdf/of97-258.pdf"},{"id":53908,"rank":9,"type":{"id":20,"text":"Read Me"},"url":"https://pubs.usgs.gov/of/1997/0258/susana.txt","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Santa Susana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -118.75,34.25 ], [ -118.75,34.5 ], [ -118.5,34.5 ], [ -118.5,34.25 ], [ -118.75,34.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db698428","contributors":{"authors":[{"text":"Yerkes, R.F.","contributorId":105752,"corporation":false,"usgs":true,"family":"Yerkes","given":"R.F.","affiliations":[],"preferred":false,"id":192840,"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":192839,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}