{"pageNumber":"370","pageRowStart":"9225","pageSize":"25","recordCount":36991,"records":[{"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":"<p>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&nbsp; 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&nbsp; cubic feet per second and approximately 33.4 feet for the modeled discharge of 2,940 cubic feet per second.</p>","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":23905,"text":"ofr97319 - 1997 - Modified level II streambed-scour analysis for structure I-64-108-5658 crossing Indian Creek in Harrison County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:40:38","indexId":"ofr97319","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":"97-319","title":"Modified level II streambed-scour analysis for structure I-64-108-5658 crossing Indian Creek in Harrison County, Indiana","docAbstract":"<p>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-64-108-5658 on Interstate 64 crossing Indian Creek in Harrison County, Indiana, are presented. 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.</p>","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. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190949,"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":190950,"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":190948,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24350,"text":"ofr97324 - 1997 - Modified level II streambed-scour analysis for structure I-465-131-5256 crossing Williams Creek in Hamilton County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T13:50:55","indexId":"ofr97324","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":"97-324","title":"Modified level II streambed-scour analysis for structure I-465-131-5256 crossing Williams Creek in Hamilton County, Indiana","docAbstract":"<p>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 1-465-131-5256 on Interstate 465 crossing Williams Creek in Hamilton County, Indiana, are presented. The site is near the city of Indianapolis and is in the southwestern part of Hamilton 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 6.5 feet for the modeled discharge of 4,300 cubic feet per second and approximately 9.8 feet for the modeled discharge of 7,310 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97324","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-465-131-5256 crossing Williams Creek in Hamilton County, Indiana: U.S. Geological Survey Open-File Report 97-324, iv, 22 p. ;28 cm., https://doi.org/10.3133/ofr97324.","productDescription":"iv, 22 p. ;28 cm.","startPage":"1","endPage":"18","numberOfPages":"22","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156768,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0324/report-thumb.jpg"},{"id":53448,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0324/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Hamilton County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699449","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191739,"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":191737,"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":191738,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24356,"text":"ofr97318 - 1997 - Modified level II streambed-scour analysis for structure I-69-64-4767 crossing Tippey Ditch in Grant County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T13:42:48","indexId":"ofr97318","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":"97-318","title":"Modified level II streambed-scour analysis for structure I-69-64-4767 crossing Tippey Ditch in Grant County, Indiana","docAbstract":"<p>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 1-69-64-4767 on Interstate 69 crossing Tippey Ditch in Grant County, Indiana, are presented. The site is near the town of Van Buren in the northeastern part of Grant 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 11.9 feet for the modeled discharge of 2,000 cubic feet per second and approximately 19.8 feet for the modeled discharge of 3,400 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97318","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-69-64-4767 crossing Tippey Ditch in Grant County, Indiana: U.S. Geological Survey Open-File Report 97-318, iv, 22 p. ;28 cm., https://doi.org/10.3133/ofr97318.","productDescription":"iv, 22 p. ;28 cm.","startPage":"1","endPage":"18","numberOfPages":"22","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156709,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0318/report-thumb.jpg"},{"id":53454,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0318/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United STates","state":"Indiana","county":"Grant County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6993f5","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191757,"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":191755,"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":191756,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24355,"text":"ofr97312 - 1997 - Modified level II streambed-scour analysis for structure I-69-16-5324 crossing Fosters Branch in Madison County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T12:43:32","indexId":"ofr97312","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":"97-312","title":"Modified level II streambed-scour analysis for structure I-69-16-5324 crossing Fosters Branch in Madison County, Indiana","docAbstract":"<p>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 1-69-16-5324 on Interstate 69 crossing Fosters Branch in Madison County, Indiana, are presented. The site is near the town of Ingalls in the southwestern part of Madison County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 8.0 feet for the modeled discharge of 1,600 cubic feet per second and approximately 12.8 feet for the modeled discharge of 2,720 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97312","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-69-16-5324 crossing Fosters Branch in Madison County, Indiana: U.S. Geological Survey Open-File Report 97-312, iv, 22 p. ;28 cm., https://doi.org/10.3133/ofr97312.","productDescription":"iv, 22 p. ;28 cm.","startPage":"1","endPage":"18","numberOfPages":"22","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156708,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0312/report-thumb.jpg"},{"id":53453,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0312/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indianapolis","county":"Madison County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fcf51","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191754,"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":191752,"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":191753,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":23415,"text":"ofr97370 - 1997 - Summary of available hydrogeologic data collected between 1973 and 1995 and information on all permeability data and aquifer tests for the Capitan Aquifer, Eddy and Lea Counties, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:18","indexId":"ofr97370","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":"97-370","title":"Summary of available hydrogeologic data collected between 1973 and 1995 and information on all permeability data and aquifer tests for the Capitan Aquifer, Eddy and Lea Counties, New Mexico","docAbstract":"This report summarizes the availability of water-level data for \r\nthe Capitan aquifer and evaluates the condition of wells in the \r\nCapitan aquifer observation-well network. The report summarizes \r\nwater-level and water-quality data for the Capitan aquifer, \r\nincluding water-level data specifically for the Tansill Formation, \r\ncollected from 1973 through 1995. The report summarizes aquifer-\r\ntest and permeability data for the Capitan aquifer and shows the \r\nlocation of wells stored in the New Mexico State Engineer Office \r\ndata base that tap the Capitan aquifer.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97370","issn":"0094-9140","usgsCitation":"Huff, G.F., 1997, Summary of available hydrogeologic data collected between 1973 and 1995 and information on all permeability data and aquifer tests for the Capitan Aquifer, Eddy and Lea Counties, New Mexico: U.S. Geological Survey Open-File Report 97-370, iv, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97370.","productDescription":"iv, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157388,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0370/report-thumb.jpg"},{"id":52715,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0370/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b02e4b07f02db698b64","contributors":{"authors":[{"text":"Huff, G. F.","contributorId":11229,"corporation":false,"usgs":true,"family":"Huff","given":"G.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":190065,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":31628,"text":"ofr97353 - 1997 - Potentiometric surface of the upper Floridan Aquifer in the St. Johns River Water Management District and vicinity, Florida, September 1996","interactions":[],"lastModifiedDate":"2012-02-02T00:09:06","indexId":"ofr97353","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":"97-353","title":"Potentiometric surface of the upper Floridan Aquifer in the St. Johns River Water Management District and vicinity, Florida, September 1996","language":"ENGLISH","doi":"10.3133/ofr97353","usgsCitation":"German, E.R., 1997, Potentiometric surface of the upper Floridan Aquifer in the St. Johns River Water Management District and vicinity, Florida, September 1996: U.S. Geological Survey Open-File Report 97-353, One over-size sheet. , https://doi.org/10.3133/ofr97353.","productDescription":"One over-size sheet. ","costCenters":[],"links":[{"id":160958,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":19312,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1997/0353/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682cb2","contributors":{"authors":[{"text":"German, E. R.","contributorId":86315,"corporation":false,"usgs":true,"family":"German","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":206594,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24764,"text":"ofr97327 - 1997 - Modified level II streambed-scour analysis for structure I-465-158-4458 crossing State Ditch in Marion County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:11","indexId":"ofr97327","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":"97-327","title":"Modified level II streambed-scour analysis for structure I-465-158-4458 crossing State Ditch in Marion County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97327","issn":"0094-9140","usgsCitation":"Voelker, D.C., Miller, R.L., and Robinson, B., 1997, Modified level II streambed-scour analysis for structure I-465-158-4458 crossing State Ditch in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-327, iv, 22 p. ;28 cm., https://doi.org/10.3133/ofr97327.","productDescription":"iv, 22 p. ;28 cm.","costCenters":[],"links":[{"id":156151,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0327/report-thumb.jpg"},{"id":53787,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0327/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699459","contributors":{"authors":[{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":192517,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":192518,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":192519,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24662,"text":"ofr97350 - 1997 - Drainage-return, surface-water withdrawal, and land-use data for the Sacramento-San Joaquin Delta, with emphasis on Twitchell Island, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"ofr97350","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":"97-350","title":"Drainage-return, surface-water withdrawal, and land-use data for the Sacramento-San Joaquin Delta, with emphasis on Twitchell Island, California","docAbstract":"Partial data on drainage returns and surface-water withdrawals are presented for areas of the Sacramento-San Joaquin Delta, California, for March 1994 through February 1996. These areas cover most of the delta. Data are also presented for all drainage returns and some surface-water withdrawals for Twitchell Island, which is in the western part of the delta. Changes in land use between 1968 and 1991 are also presented for the delta.\r\nMeasurements of monthly drainage returns and surface-water withdrawals were made using flowmeters installed in siphons and drain pipes on Twitchell Island. Estimates of monthly returns throughout the delta were made using electric power-consumption data with pump-efficiency-test data. For Twitchell Island, monthly measured drainage returns for the 1995 calendar year totaled about 11,200 acre-feet, whereas drainage returns estimated from power-consumption data totaled 5 percent less at about 10,600 acre-feet. Monthly surface-water withdrawals onto Twitchell Island through 12 of the 21 siphons totaled about 2,400 acre-feet for 1995. For most of the delta, the monthly estimated drainage returns for 1995 totaled about 430,000 acre-feet. The area consisting of Bouldin, Brannan, Staten, Tyler, and Venice Islands had the largest estimated drainage returns for calendar year 1995.\r\nBetween 1968 and 1991, native vegetation in the delta decreased by 25 percent (about 40,000 acres), and grain and hay crops increased by 340 percent (about 71,000 acres). For Twitchell Island, native vegetation decreased about 77 percent (about 850 acres), while field crop acreage increased by about 44 percent (about 780 acres).","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nInformation Services [distributor],","doi":"10.3133/ofr97350","issn":"0094-9140","usgsCitation":"Templin, W.E., and Cherry, D.E., 1997, Drainage-return, surface-water withdrawal, and land-use data for the Sacramento-San Joaquin Delta, with emphasis on Twitchell Island, California: U.S. Geological Survey Open-File Report 97-350, iv, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97350.","productDescription":"iv, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157547,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0350/report-thumb.jpg"},{"id":53691,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0350/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db62910d","contributors":{"authors":[{"text":"Templin, William E.","contributorId":8509,"corporation":false,"usgs":true,"family":"Templin","given":"William","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":192341,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cherry, Daniel E.","contributorId":95099,"corporation":false,"usgs":true,"family":"Cherry","given":"Daniel","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":192342,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":21967,"text":"ofr97322 - 1997 - Modified level II streambed-scour analysis for structure I-65-34-4240 crossing a Muscatatuck River overflow in Scott County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97322","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":"97-322","title":"Modified level II streambed-scour analysis for structure I-65-34-4240 crossing a Muscatatuck River overflow in Scott County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97322","issn":"0094-9140","usgsCitation":"Wilson, J., Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-65-34-4240 crossing a Muscatatuck River overflow in Scott County, Indiana: U.S. Geological Survey Open-File Report 97-322, [iv], 33 p. ;28 cm., https://doi.org/10.3133/ofr97322.","productDescription":"[iv], 33 p. ;28 cm.","costCenters":[],"links":[{"id":152868,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0322/report-thumb.jpg"},{"id":51444,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0322/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6993d8","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186484,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186482,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":186483,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":186481,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":24767,"text":"ofr97325 - 1997 - Modified level II streambed-scour analysis for structure I-74-36-4949 crossing Little Sugar Creek in Montgomery County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:11","indexId":"ofr97325","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":"97-325","title":"Modified level II streambed-scour analysis for structure I-74-36-4949 crossing Little Sugar Creek in Montgomery County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97325","issn":"0094-9140","usgsCitation":"Voelker, D.C., Miller, R.L., and Robinson, B., 1997, Modified level II streambed-scour analysis for structure I-74-36-4949 crossing Little Sugar Creek in Montgomery County, Indiana: U.S. Geological Survey Open-File Report 97-325, iv, 18 p. ;28 cm., https://doi.org/10.3133/ofr97325.","productDescription":"iv, 18 p. ;28 cm.","costCenters":[],"links":[{"id":156153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0325/report-thumb.jpg"},{"id":53790,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0325/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ade3e","contributors":{"authors":[{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":192526,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":192527,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":192528,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24766,"text":"ofr97317 - 1997 - Modified level II streambed-scour analysis for structure I-74-129-4298 crossing Clifty Creek in Decatur County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:11","indexId":"ofr97317","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":"97-317","title":"Modified level II streambed-scour analysis for structure I-74-129-4298 crossing Clifty Creek in Decatur County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97317","issn":"0094-9140","usgsCitation":"Voelker, D.C., Robinson, B., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-74-129-4298 crossing Clifty Creek in Decatur County, Indiana: U.S. Geological Survey Open-File Report 97-317, iv, 19 p. ;28 cm., https://doi.org/10.3133/ofr97317.","productDescription":"iv, 19 p. ;28 cm.","costCenters":[],"links":[{"id":156177,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0317/report-thumb.jpg"},{"id":53789,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0317/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db68a1af","contributors":{"authors":[{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":192523,"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":192525,"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":192524,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24756,"text":"ofr97347 - 1997 - Computation of selected hydraulic variables for the lower Yampa River in northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"ofr97347","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":"97-347","title":"Computation of selected hydraulic variables for the lower Yampa River in northwestern Colorado","docAbstract":"Computation of selected hydraulic variables was done for three reaches on  the lower Yampa River that were identified as having natural or manmadebarriers that might impede the migration of endangered Colorado  squawfish. The three reaches included the Patrick Sweeney and the MaybellCanal diversion structures and Cross Mountain Canyon. Minimum stream  depths and maximum stream velocities for a range of streamflows werecomputed using the Water-Surface PROfile computation program for cross  sections in each of the three reaches. Cross-section information used asinput to the computation program was determined from field surveys or  from existing detailed topographic information. Output options in theprogram were used to generate tables of hydraulic variables for  streamflows ranging from 50 to 400 cubic feet per second, including  minimum depths and maximum velocities for 20 stream tubes in each of the  cross sections selected for study.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nInformation Services [distributor],","doi":"10.3133/ofr97347","issn":"0094-9140","usgsCitation":"Vaill, J.E., 1997, Computation of selected hydraulic variables for the lower Yampa River in northwestern Colorado: U.S. Geological Survey Open-File Report 97-347, iii, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97347.","productDescription":"iii, 30 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158258,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0347/report-thumb.jpg"},{"id":53783,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0347/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48b1e4b07f02db5307b6","contributors":{"authors":[{"text":"Vaill, J. E.","contributorId":86362,"corporation":false,"usgs":true,"family":"Vaill","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":192504,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24359,"text":"ofr97310 - 1997 - Modified level II streambed-scour analysis for structure I-70-141-4972 crossing Greens Fork in Wayne County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T12:47:10","indexId":"ofr97310","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":"97-310","title":"Modified level II streambed-scour analysis for structure I-70-141-4972 crossing Greens Fork in Wayne County, Indiana","docAbstract":"<p>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 1-70-141-4972 on Interstate 70 crossing Greens Fork in Wayne County, Indiana, are presented. The site is near the town of Jacksonburg in the west-central part of Wayne 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 23.0 feet for the modeled discharge of 8,900 cubic feet per second and approximately 28.1 feet for the modeled discharge of 11,500 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97310","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-70-141-4972 crossing Greens Fork in Wayne County, Indiana: U.S. Geological Survey Open-File Report 97-310, iv, 24 p. ;28 cm., https://doi.org/10.3133/ofr97310.","productDescription":"iv, 24 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":156712,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0310/report-thumb.jpg"},{"id":53457,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0310/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Wayne County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c6d9","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191766,"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":191764,"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":191765,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24357,"text":"ofr97334 - 1997 - Modified level II streambed-scour analysis for structure I-69-76-4775 crossing Salamonie River in Huntington County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T12:51:59","indexId":"ofr97334","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":"97-334","title":"Modified level II streambed-scour analysis for structure I-69-76-4775 crossing Salamonie River in Huntington County, Indiana","docAbstract":"<p>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 1-69-76-4775 on Interstate 69 crossing Salamonie River in Huntington County, Indiana, are presented. The site is near the town of Warren in the southeastern 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 13.7 feet for the modeled discharge of 15,800 cubic feet per second and approximately 20.9 feet for the modeled discharge of 26,900 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97334","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-69-76-4775 crossing Salamonie River in Huntington County, Indiana: U.S. Geological Survey Open-File Report 97-334, iv, 25 p. ;28 cm., https://doi.org/10.3133/ofr97334.","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":53455,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0334/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156710,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0334/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Huntington County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6993fc","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191760,"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":191758,"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":191759,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24361,"text":"ofr97320 - 1997 - Modified level II streambed-scour analysis for structure I-70-60-5180 crossing Branch of McCracken Creek in Hendricks County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T12:49:40","indexId":"ofr97320","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":"97-320","title":"Modified level II streambed-scour analysis for structure I-70-60-5180 crossing Branch of McCracken Creek in Hendricks County, Indiana","docAbstract":"<p>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 1-70-60-5180 on Interstate 70 crossing Branch of McCracken Creek in Hendricks County, Indiana, are presented. The site is near the town of Center Valley in the south-central 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 12.4 feet for the modeled discharge of 1,200 cubic feet per second and approximately 24.8 feet for the modeled discharge of 2,040 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97320","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-70-60-5180 crossing Branch of McCracken Creek in Hendricks County, Indiana: U.S. Geological Survey Open-File Report 97-320, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97320.","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":156714,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0320/report-thumb.jpg"},{"id":53459,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0320/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Hendricks County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db68349c","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191772,"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":191770,"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":191771,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":23621,"text":"ofr97371 - 1997 - Report of the River Master of the Delaware River; for the period December 1, 1993-November 30, 1994","interactions":[],"lastModifiedDate":"2012-02-02T00:08:00","indexId":"ofr97371","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":"97-371","title":"Report of the River Master of the Delaware River; for the period December 1, 1993-November 30, 1994","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97371","issn":"0094-9140","usgsCitation":"Krejmas, B., Harkness, W.E., Carswell, W.J., and Wood, C.R., 1997, Report of the River Master of the Delaware River; for the period December 1, 1993-November 30, 1994: U.S. Geological Survey Open-File Report 97-371, v, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97371.","productDescription":"v, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":154895,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0371/report-thumb.jpg"},{"id":52898,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0371/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5ee4b07f02db633b2c","contributors":{"authors":[{"text":"Krejmas, B. E.","contributorId":88374,"corporation":false,"usgs":true,"family":"Krejmas","given":"B. E.","affiliations":[],"preferred":false,"id":190429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harkness, W. E.","contributorId":19176,"corporation":false,"usgs":true,"family":"Harkness","given":"W.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":190428,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Carswell, W. J. Jr.","contributorId":102447,"corporation":false,"usgs":true,"family":"Carswell","given":"W.","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":190431,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wood, C. R.","contributorId":100386,"corporation":false,"usgs":true,"family":"Wood","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":190430,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":24231,"text":"ofr97357 - 1997 - Stratigraphy and geophysical logs from a corehole drilled to bedrock at Robins Point, J-Field, Edgewood area, Aberdeen Proving Ground, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:08:06","indexId":"ofr97357","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":"97-357","title":"Stratigraphy and geophysical logs from a corehole drilled to bedrock at Robins Point, J-Field, Edgewood area, Aberdeen Proving Ground, Maryland","docAbstract":"A continuous core was recovered from a 961-foot- deep stratigraphic  corehole at Robins Point, located at the southeastern tip of the  Gunpowder Neck Peninsula, Harford County, Maryland. A 2-inch- diameter  ground-water-quality observation well was installed with the screen set  at a depth of 392 to 402 feet (ft). Geophysical logs obtained from thecorehole include:  natural gamma, multipoint normal resistivity (16-inch  and 64-inch), 4-ft-guard focused resistivity, acoustic (sonic) velocity,  and caliper. Pollen analysis of 34 samples provided relativestratigraphic ages. Lithologies encountered in ascending order (surface  elevation 4 ft above mean sea level), include:  72.4 ft of weatheredmetamorphic rock and saprolie, 711.4 ft of lower and upper Cretaceous  fluvio-deltaic deposits, and 145.9 ft of Pleistocene and 31.3 ft of Holocene(?) fluvial and estuarine deposits.   Aquifers and confining units identified include, in descending order:  41.8 ft of surficial aquifer, 90.9 ft of upper paleochannel confining unit, 28.8 ft of paleochannel confined aquifer, 15.7 ft of lower paleochannel confining  unit, 123.7 ft of Upper Patapsco aquifer, 44.6 ft of Upper Patapsco  confining unit, 92.8 ft of Middle Patapsco aquifer, 57.3 ft of Lower  Patapsco confining unit, 151.7 ft of Lower Patapsco aquifer, 115.4 ft of  Potomac confining unit, 126.4 ft of Patuxent aquifer, an aquifer of 23.4  ft of saprolite, and 48.7 ft of weathered-rock/saprolite confining unit.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97357","issn":"0094-9140","usgsCitation":"Powars, D., 1997, Stratigraphy and geophysical logs from a corehole drilled to bedrock at Robins Point, J-Field, Edgewood area, Aberdeen Proving Ground, Maryland: U.S. Geological Survey Open-File Report 97-357, vi, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97357.","productDescription":"vi, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":155450,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0357/report-thumb.jpg"},{"id":53365,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0357/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8e96","contributors":{"authors":[{"text":"Powars, D.S.","contributorId":7303,"corporation":false,"usgs":true,"family":"Powars","given":"D.S.","affiliations":[],"preferred":false,"id":191535,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23910,"text":"ofr97321 - 1997 - Modified level II streambed-scour analysis for structure I-74-32-4946 crossing Sugar Creek in Montgomery County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:53:49","indexId":"ofr97321","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":"97-321","title":"Modified level II streambed-scour analysis for structure I-74-32-4946 crossing Sugar Creek in Montgomery County, Indiana","docAbstract":"<p>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-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&nbsp; cubic feet per second and approximately 15.1 feet for the modeled discharge of 41,900 cubic feet per second.</p>","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":23909,"text":"ofr97313 - 1997 - Modified level II streambed-scour analysis for structure I-70-148-4528 crossing West Fork of East Fork Whitewater River in Wayne County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:59:25","indexId":"ofr97313","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":"97-313","title":"Modified level II streambed-scour analysis for structure I-70-148-4528 crossing West Fork of East Fork Whitewater River in Wayne County, Indiana","docAbstract":"<p>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-70-148-4528 on Interstate 70 crossing West Fork of East Fork Whitewater River in Wayne County, Indiana, are presented. The site is near the city of Richmond in the eastern part of Wayne 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 19.8 feet for the modeled discharge of 6,000 cubic feet per second and approximately 26.5 feet for the modeled discharge of 7,900 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97313","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-70-148-4528 crossing West Fork of East Fork Whitewater River in Wayne County, Indiana: U.S. Geological Survey Open-File Report 97-313, iv, 18 p. ;28 cm., https://doi.org/10.3133/ofr97313.","productDescription":"iv, 18 p. ;28 cm.","startPage":"1","endPage":"18","numberOfPages":"22","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":155526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0313/report-thumb.jpg"},{"id":53113,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0313/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Wayne","city":"Richmond","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.8131,40.006],[-84.8136,39.9502],[-84.8138,39.9169],[-84.8146,39.7267],[-84.9708,39.7269],[-84.9701,39.7291],[-85.0347,39.729],[-85.0344,39.7145],[-85.1851,39.7152],[-85.1837,39.7891],[-85.2214,39.7895],[-85.2205,39.8748],[-85.2133,39.8751],[-85.2013,39.875],[-85.2014,40.0042],[-84.8952,40.0061],[-84.8603,40.0066],[-84.8131,40.006]]]},\"properties\":{\"name\":\"Wayne\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6993b4","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190961,"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":190962,"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":190960,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":23904,"text":"ofr97330 - 1997 - Modified level II streambed-scour analysis for structure I-275-0-5639 crossing the Ohio River in Dearborn County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:37:22","indexId":"ofr97330","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":"97-330","title":"Modified level II streambed-scour analysis for structure I-275-0-5639 crossing the Ohio River in Dearborn County, Indiana","docAbstract":"<p>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.</p>","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. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":190945,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24360,"text":"ofr97311 - 1997 - Modified level II streambed-scour analysis for structure I-70-35-5245 crossing Big Walnut Creek in Putnam County, Indiana","interactions":[],"lastModifiedDate":"2016-07-08T13:47:29","indexId":"ofr97311","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":"97-311","title":"Modified level II streambed-scour analysis for structure I-70-35-5245 crossing Big Walnut Creek in Putnam County, Indiana","docAbstract":"<p>Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedimenttransport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-70-35-5245 on Interstate 70 crossing Big Walnut Creek in Pumam.County, Indiana, are presented. The site is near the town of Manhattan in the southwestern part of Putnam 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 17.0 feet for the modeled discharge of 29,200 cubic feet per second and approximately 30.9 feet for the modeled discharge of 49,600 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97311","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-70-35-5245 crossing Big Walnut Creek in Putnam County, Indiana: U.S. Geological Survey Open-File Report 97-311, iv, 28 p. ;28 cm., https://doi.org/10.3133/ofr97311.","productDescription":"iv, 28 p. ;28 cm.","startPage":"1","endPage":"24","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156713,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0311/report-thumb.jpg"},{"id":53458,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0311/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Putnam County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.165,41.3099],[-89.1645,41.2799],[-89.1637,41.1928],[-89.1617,41.1048],[-89.2794,41.1046],[-89.3391,41.1042],[-89.3452,41.1056],[-89.3483,41.1078],[-89.3391,41.1142],[-89.3361,41.1187],[-89.3336,41.1242],[-89.333,41.1332],[-89.3317,41.1382],[-89.3293,41.145],[-89.3262,41.1487],[-89.4659,41.1488],[-89.4665,41.2336],[-89.3926,41.2336],[-89.3553,41.2336],[-89.351,41.249],[-89.3479,41.2567],[-89.3449,41.263],[-89.3381,41.2775],[-89.3375,41.2816],[-89.3387,41.2853],[-89.3406,41.2889],[-89.3405,41.2934],[-89.3405,41.2957],[-89.3387,41.298],[-89.3344,41.3007],[-89.3124,41.3047],[-89.2824,41.3138],[-89.275,41.3192],[-89.2732,41.3206],[-89.2677,41.3219],[-89.2646,41.3219],[-89.25,41.3205],[-89.2249,41.3137],[-89.2078,41.3127],[-89.1962,41.3113],[-89.1803,41.309],[-89.165,41.3099]]]},\"properties\":{\"name\":\"Putnam\",\"state\":\"IL\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6993ad","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191769,"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":191767,"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":191768,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24351,"text":"ofr97314 - 1997 - Modified level II streambed-scour analysis for structure I-465-165-4442 crossing Lick Creek in Marion County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"ofr97314","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":"97-314","title":"Modified level II streambed-scour analysis for structure I-465-165-4442 crossing Lick Creek in Marion County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97314","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-465-165-4442 crossing Lick Creek in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-314, iv, 18 p. ;28 cm., https://doi.org/10.3133/ofr97314.","productDescription":"iv, 18 p. ;28 cm.","numberOfPages":"22","costCenters":[],"links":[{"id":156769,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0314/report-thumb.jpg"},{"id":53449,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0314/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699466","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191742,"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":191740,"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":191741,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":21575,"text":"ofr97358 - 1997 - Air temperature and precipitation data, Gulkana Glacier, Alaska, 1968-96","interactions":[],"lastModifiedDate":"2012-02-02T00:07:41","indexId":"ofr97358","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":"97-358","title":"Air temperature and precipitation data, Gulkana Glacier, Alaska, 1968-96","docAbstract":"Daily, monthly, and annual average air temperature and precipitation-catch data were recorded at Gulkana Glacier basin, Alaska, between October 1967 and September 1996. The data set is important because it provides long-term climate information from the highest year-round climatological recording site in Alaska.\r\nThe daily air temperature data set is 96 percent complete. The daily precipitation data set is 83 percent complete; precipitation data for 1993-96 are missing. Annual data summaries are calculated for each hydrologic year, October 1 through September 30, for years that have 12 months of data. Monthly precipitation-catch and average air temperature summaries are calculated for months with nine or fewer daily records missing.\r\nThe average annual air temperature recorded at the site from hydrologic year 1968 through 1996 was -4.1 degrees Celsius. The coldest recorded year was 1972 with an average annual temperature of -6.7 degrees Celsius. The warmest year was 1981 with an average annual temperature of -2.6 degrees Celsius. January 1971 was the coldest month with an average temperature of -20.8 degrees Celsius. July 1989 was the warmest month with an average temperature of 8.7 degrees Celsius. January 17, 1971, was the coldest day with an average temperature of -35.0 degrees Celsius. June 15, 1969, was the warmest day with an average temperature of 16.4 degrees Celsius.\r\nThe average annual precipitation catch recorded at the site from hydrologic year 1968 through 1992 was 1,020 millimeters. The highest annual precipitation catch recorded was 1,572 millimeters in 1981; the lowest was 555 millimeters in 1969. The highest recorded monthly precipitation catch was 448 millimeters in July 1981 and in several different months no precipitation was recorded. The highest daily precipitation catch was 99 millimeters on September 12, 1972, and on many different dates no precipitation was recorded. Because of low gage-catch efficiency the reported annual precipitation-catch data are estimated to represent about 62 percent of the actual annual basin precipitation. Snowfall is the dominant form of precipitation on the glacier from September through mid-June.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97358","usgsCitation":"Kennedy, B., Mayo, L.R., Trabant, D.C., and March, R.S., 1997, Air temperature and precipitation data, Gulkana Glacier, Alaska, 1968-96: U.S. Geological Survey Open-File Report 97-358, iv, 144 p. :ill., maps ;28 cm.; 4 illus.; 6 plates; 132 tables, https://doi.org/10.3133/ofr97358.","productDescription":"iv, 144 p. :ill., maps ;28 cm.; 4 illus.; 6 plates; 132 tables","costCenters":[],"links":[{"id":153413,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0358/report-thumb.jpg"},{"id":51160,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0358/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48a7e4b07f02db52a9b1","contributors":{"authors":[{"text":"Kennedy, Ben W.","contributorId":104519,"corporation":false,"usgs":true,"family":"Kennedy","given":"Ben W.","affiliations":[],"preferred":false,"id":184720,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mayo, Lawrence R.","contributorId":98344,"corporation":false,"usgs":true,"family":"Mayo","given":"Lawrence","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":184719,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Trabant, Dennis C.","contributorId":13965,"corporation":false,"usgs":true,"family":"Trabant","given":"Dennis","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":184718,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"March, Rod S. rsmarch@usgs.gov","contributorId":416,"corporation":false,"usgs":true,"family":"March","given":"Rod","email":"rsmarch@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":184717,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":23545,"text":"ofr97349 - 1997 - Physical, chemical, and biological data associated with irrigation drainage in the Freezeout Lake area, west-central Montana, 1994-95","interactions":[],"lastModifiedDate":"2012-02-02T00:08:02","indexId":"ofr97349","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":"97-349","title":"Physical, chemical, and biological data associated with irrigation drainage in the Freezeout Lake area, west-central Montana, 1994-95","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97349","issn":"0094-9140","usgsCitation":"Kendy, E., and Olsen, B., 1997, Physical, chemical, and biological data associated with irrigation drainage in the Freezeout Lake area, west-central Montana, 1994-95: U.S. Geological Survey Open-File Report 97-349, iv, 47 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97349.","productDescription":"iv, 47 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":155791,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0349/report-thumb.jpg"},{"id":52832,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0349/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a9c","contributors":{"authors":[{"text":"Kendy, Eloise","contributorId":63841,"corporation":false,"usgs":true,"family":"Kendy","given":"Eloise","affiliations":[],"preferred":false,"id":190293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olsen, Bill","contributorId":22385,"corporation":false,"usgs":true,"family":"Olsen","given":"Bill","email":"","affiliations":[],"preferred":false,"id":190292,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}