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,{"id":21963,"text":"ofr97335 - 1997 - Modified level II streambed-scour analysis for structure I-164-10-6971 crossing Pigeon Creek in Vanderburgh County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97335","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":"97-335","title":"Modified level II streambed-scour analysis for structure I-164-10-6971 crossing Pigeon Creek in Vanderburgh County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97335","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-164-10-6971 crossing Pigeon Creek in Vanderburgh County, Indiana: U.S. Geological Survey Open-File Report 97-335, iv, 22 p. ;28 cm., https://doi.org/10.3133/ofr97335.","productDescription":"iv, 22 p. ;28 cm.","costCenters":[],"links":[{"id":152945,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0335/report-thumb.jpg"},{"id":51440,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0335/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a56e4b07f02db62d5b0","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186468,"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":186467,"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":186465,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186466,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":21964,"text":"ofr97331 - 1997 - Modified level II streambed-scour analysis for structure I-164-7-6973 crossing Bluegrass Creek in Vanderburgh County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97331","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":"97-331","title":"Modified level II streambed-scour analysis for structure I-164-7-6973 crossing Bluegrass Creek in Vanderburgh County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97331","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-164-7-6973 crossing Bluegrass Creek in Vanderburgh County, Indiana: U.S. Geological Survey Open-File Report 97-331, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97331.","productDescription":"iv, 20 p. ;28 cm.","costCenters":[],"links":[{"id":152865,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0331/report-thumb.jpg"},{"id":51441,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0331/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a91e4b07f02db656a58","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186472,"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":186471,"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":186469,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186470,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":21965,"text":"ofr97328 - 1997 - Modified level II streambed-scour analysis for structure I-465-139-5260 crossing Fishback Creek in Boone County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97328","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":"97-328","title":"Modified level II streambed-scour analysis for structure I-465-139-5260 crossing Fishback Creek in Boone County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97328","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-465-139-5260 crossing Fishback Creek in Boone County, Indiana: U.S. Geological Survey Open-File Report 97-328, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97328.","productDescription":"iv, 20 p. ;28 cm.","costCenters":[],"links":[{"id":152866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0328/report-thumb.jpg"},{"id":51442,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0328/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69944e","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186476,"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":186475,"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":186473,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186474,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":21966,"text":"ofr97332 - 1997 - Modified level II streambed-scour analysis for structure I-64-11-5202 crossing Flat Run Ditch in Posey County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97332","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":"97-332","title":"Modified level II streambed-scour analysis for structure I-64-11-5202 crossing Flat Run Ditch in Posey County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97332","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-64-11-5202 crossing Flat Run Ditch in Posey County, Indiana: U.S. Geological Survey Open-File Report 97-332, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97332.","productDescription":"iv, 20 p. ;28 cm.","costCenters":[],"links":[{"id":152867,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0332/report-thumb.jpg"},{"id":51443,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0332/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699472","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186480,"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":186479,"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":186477,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186478,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":21970,"text":"ofr97336 - 1997 - Modified level II streambed-scour analysis for structure (I-469)-24-02-6953 crossing Harber Ditch in Allen County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97336","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":"97-336","title":"Modified level II streambed-scour analysis for structure (I-469)-24-02-6953 crossing Harber Ditch in Allen County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97336","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-469)-24-02-6953 crossing Harber Ditch in Allen County, Indiana: U.S. Geological Survey Open-File Report 97-336, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97336.","productDescription":"iv, 20 p. ;28 cm.","costCenters":[],"links":[{"id":152890,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0336/report-thumb.jpg"},{"id":51447,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0336/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db62744a","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186496,"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":186495,"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":186493,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186494,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":23902,"text":"ofr97323 - 1997 - Modified level II streambed-scour analysis for I-65-124-4285 crossing Bush's Run in Marion County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:09","indexId":"ofr97323","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":"97-323","title":"Modified level II streambed-scour analysis for I-65-124-4285 crossing Bush's Run in Marion County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97323","issn":"0094-9140","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for I-65-124-4285 crossing Bush's Run in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-323, iv, 33 p. ;28 cm., https://doi.org/10.3133/ofr97323.","productDescription":"iv, 33 p. ;28 cm.","costCenters":[],"links":[{"id":156419,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0323/report-thumb.jpg"},{"id":53106,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0323/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6994c3","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190940,"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":190941,"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":190939,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":21969,"text":"ofr97337 - 1997 - Modified level II streambed-scour analysis for structure (I-465)-431-49-4445 crossing Lick Creek in Marion County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97337","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":"97-337","title":"Modified level II streambed-scour analysis for structure (I-465)-431-49-4445 crossing Lick Creek in Marion County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97337","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-465)-431-49-4445 crossing Lick Creek in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-337, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97337.","productDescription":"iv, 20 p. ;28 cm.","costCenters":[],"links":[{"id":152870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0337/report-thumb.jpg"},{"id":51446,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0337/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db627431","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186492,"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":186491,"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":186489,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186490,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"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":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":24353,"text":"ofr97316 - 1997 - Modified level II streambed-scour analysis for structure I-65-118-4838 crossing Crooked Creek in Marion County, Indiana","interactions":[],"lastModifiedDate":"2016-07-08T13:51:46","indexId":"ofr97316","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":"97-316","title":"Modified level II streambed-scour analysis for structure I-65-118-4838 crossing Crooked Creek in Marion 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 1-65-118-4838 on Interstate 65 crossing Crooked Creek in Marion County, Indiana, are presented. The site is in the city of Indianapolis in the central part of Marion County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 8.3 feet for the modeled discharge of 7,000 cubic feet per second and approximately 9.2 feet for the modeled discharge of 9,870 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97316","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-65-118-4838 crossing Crooked Creek in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-316, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97316.","productDescription":"iv, 23 p. ;28 cm.","startPage":"1","endPage":"19","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156691,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0316/report-thumb.jpg"},{"id":53451,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0316/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Marion County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-88.6962,38.8256],[-88.6978,38.7372],[-88.6998,38.6062],[-88.7009,38.5618],[-88.7018,38.4752],[-88.8111,38.4759],[-88.9228,38.4769],[-88.9799,38.4749],[-89.0345,38.4747],[-89.1444,38.4741],[-89.1443,38.5041],[-89.1429,38.5611],[-89.1395,38.6495],[-89.1396,38.7361],[-89.1392,38.824],[-89.0961,38.8234],[-89.0317,38.8232],[-88.9218,38.8237],[-88.8078,38.824],[-88.6962,38.8256]]]},\"properties\":{\"name\":\"Marion\",\"state\":\"IL\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db655706","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191748,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":191746,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":191747,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24352,"text":"ofr97315 - 1997 - Modified level II streambed-scour analysis for structure I-64-83-5678 crossing Stinking Fork in Crawford County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T13:08:33","indexId":"ofr97315","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":"97-315","title":"Modified level II streambed-scour analysis for structure I-64-83-5678 crossing Stinking Fork in Crawford 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 1-64-83-5678 on Interstate 64 crossing Stinking Fork in Crawford County, Indiana, are presented. The site is at the town of West Fork in the southwestern part of Crawford 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 9.1 feet for the modeled discharge of 9,070 cubic feet per second and approximately 10.8 feet for the modeled discharge of 10,950 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"indianapolis, IN","doi":"10.3133/ofr97315","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-64-83-5678 crossing Stinking Fork in Crawford County, Indiana: U.S. Geological Survey Open-File Report 97-315, iv, 21 p. ;28 cm., https://doi.org/10.3133/ofr97315.","productDescription":"iv, 21 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":53450,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0315/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156770,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0315/report-thumb.jpg"}],"country":"United States","state":"Indianda","county":"Crawford County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a93e4b07f02db6582f7","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191745,"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":191743,"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":191744,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":21968,"text":"ofr97333 - 1997 - Modified level II streambed-scour analysis for structure I-74-4-4415DRA crossing Spring Creek in Vermillion County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97333","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":"97-333","title":"Modified level II streambed-scour analysis for structure I-74-4-4415DRA crossing Spring Creek in Vermillion County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97333","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-74-4-4415DRA crossing Spring Creek in Vermillion County, Indiana: U.S. Geological Survey Open-File Report 97-333, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97333.","productDescription":"iv, 20 p. ;28 cm.","costCenters":[],"links":[{"id":152869,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0333/report-thumb.jpg"},{"id":51445,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0333/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69936a","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186488,"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":186487,"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":186485,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186486,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"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":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":27322,"text":"wri974131 - 1997 - Rhodhiss Lake, North Carolina: Analysis of ambient conditions and simulation of hydrodynamics, constituent transport, and water-quality characteristics, 1993-94","interactions":[],"lastModifiedDate":"2021-12-21T20:39:53.653116","indexId":"wri974131","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"97-4131","title":"Rhodhiss Lake, North Carolina: Analysis of ambient conditions and simulation of hydrodynamics, constituent transport, and water-quality characteristics, 1993-94","docAbstract":"From January 1993 through March 1994, the U.S. Geological Survey conducted an investigation of Rhodhiss Lake in cooperation with the Western Piedmont Council of Governments. Objectives of the investigation were to describe ambient hydrologic and water-quality conditions, to estimate loadings of nutrients and suspended solids from selected tributaries and point sources, and to simulate hydraulic circulation and water-quality characteristics in Rhodhiss Lake using a hydrodynamic computer model.\r\n\r\nThe riverine headwaters of Rhodhiss Lake were unstratified, well oxygenated, and contained relatively high concentrations of suspended solids and nutrients throughout the study period. In general, concentrations of suspended solids, nitrate, orthophosphate, and total phosphorus decreased in a downstream direction from the headwaters to the Rhodhiss Dam. However, increases in specific conductance frequently were observed downstream from a wastewater discharge near mid-reservoir.\r\n\r\nFrom mid-reservoir to the dam, Rhodhiss Lake thermally stratified during the summer of 1993. In this reach, dissolved oxygen was rapidly depleted from the bottom waters beginning in May 1993, and anoxic conditions persisted in the hypolimnion through the summer. During summer stratification, concentrations of nitrite plus nitrate, ammonia, and orthophosphate were low in the epilimnion, but concentrations of ammonia, orthophosphate, and total phosphorus increased in the hypolimnion. During fall and winter, Rhodhiss Lake was characterized by alternating periods of stratification and mixing.\r\n\r\nA maximum chlorophyll-a concentration of 52 micrograms per liter was observed at mid-reservoir on November 17, 1993, and was the only value that exceeded the North Carolina water-quality standard of 40 micrograms per liter. Concentrations of fecal coliform bacteria exceeded 200 colonies per 100 milliliters in the headwaters of Rhodhiss Lake 37 percent of the time, and at mid-reservoir and in the forebay 16 percent of the time. In Lower Creek, a tributary to Rhodhiss Lake, concentrations of fecal coliform bacteria exceeded 200 colonies per 100 milliliters in 76 percent of the samples. This stream also contained elevated concentrations of nitrite plus nitrate, phosphorus, and specific conductance.\r\n\r\nLoading estimates showed that almost all of the suspended solids and the majority of the nitrogen and phosphorus entering the headwaters of Rhodhiss Lake originated from nonpoint sources. During the investigation, point sources accounted for less than 1 percent of the suspended solids load to the reservoir headwaters, but point sources accounted for up to 27 and 22 percent of the total nitrogen and total phosphorus loads, respectively. Additional loadings of nitrogen and phosphorus entered Rhodhiss Lake by municipal wastewater discharge near mid-reservoir.\r\n\r\nThe U.S. Army Corps of Engineers CE-QUAL-W2 model is a two-dimensional, laterally averaged model that simulates hydrodynamics and water quality. The model was applied to Rhodhiss Lake from Huffman Bridge to Rhodhiss Dam--a distance of 18.5 kilometers--and was calibrated using data collected from April 1993 through March 1994.\r\n\r\nDuring the simulation period, measured water levels varied a total of 1.32 meters, and water temperatures ranged from 4 to 30 degrees Celsius. The calibrated model provided good agreement between measured and simu- lated water levels at Rhodhiss Dam. Likewise, simulated water temperatures were generally within 2 degrees Celsius of measured values; however, the model tended to overpredict temperatures near the bottom of the reservoir by 1 to 3 degrees Celsius during warm months. This suggests that the model, as calibrated, overpredicts vertical mixing. Simulated dissolved oxygen concentrations followed the same general patterns and magnitudes as measured values, and there was good agreement between simulated and measured frequency of occurrence of dissolved oxygen concentrations less than 5 milligra","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri974131","usgsCitation":"Giorgino, M., and Bales, J., 1997, Rhodhiss Lake, North Carolina: Analysis of ambient conditions and simulation of hydrodynamics, constituent transport, and water-quality characteristics, 1993-94: U.S. Geological Survey Water-Resources Investigations Report 97-4131, vi, 62 p., https://doi.org/10.3133/wri974131.","productDescription":"vi, 62 p.","costCenters":[],"links":[{"id":56190,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159025,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4131/report-thumb.jpg"},{"id":393244,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48751.htm"}],"country":"United States","state":"North Carolina","otherGeospatial":"Rhodhiss Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.72935485839844,\n              35.752642192392955\n            ],\n            [\n              -81.42311096191406,\n              35.752642192392955\n            ],\n            [\n              -81.42311096191406,\n              35.81447235785307\n            ],\n            [\n              -81.72935485839844,\n              35.81447235785307\n            ],\n            [\n              -81.72935485839844,\n              35.752642192392955\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db60291d","contributors":{"authors":[{"text":"Giorgino, M. J.","contributorId":97149,"corporation":false,"usgs":true,"family":"Giorgino","given":"M.","middleInitial":"J.","affiliations":[],"preferred":false,"id":197916,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bales, J. D.","contributorId":21569,"corporation":false,"usgs":true,"family":"Bales","given":"J. D.","affiliations":[],"preferred":false,"id":197915,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":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":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":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. 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,{"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}]}}
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