{"pageNumber":"393","pageRowStart":"9800","pageSize":"25","recordCount":16437,"records":[{"id":22449,"text":"ofr97398 - 1997 - Trace-element concentrations and transport in the Coeur d'Alene river, Idaho, water years 1993-94","interactions":[],"lastModifiedDate":"2013-12-19T12:53:17","indexId":"ofr97398","displayToPublicDate":"1998-05-01T00:00:00","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":"97-398","title":"Trace-element concentrations and transport in the Coeur d'Alene river, Idaho, water years 1993-94","docAbstract":"for almost a century, the U.S. Geological Survey has collected hydrologic data at a network of stream-gaging stations throughout the Coeur d'Alene Lake and River drainage basin. Since 1990, extensive water-quality data have been collected for a comprehensive study of potential eutrophication of Coeur d'Alene Lake and for assessment of the environmental effects of past mining and ore-processing activities in the South Fork Coeur d'Alene River valley. Although the South Fork Coeur d'Alene River provided only about 20 percent of the Coeur d'Alene River's annual discharge to Coeur d'Alene Lake, it contributed as much as 84 percent of the annual cadmium and 83 percent of the annual zinc loads entering the Lake. The South Fork contributed at most 14 percent of the annual lead and 21 percent of the copper loads carried by the Coeur d'Alene River to Coeur d'Alene Lake. Cadmium, copper, and zinc loads more than doubled between the upstream and downstream boundaries of the Bunker Hill (Kellogg, Idaho) Superfund site in water years 1993 and 1994; lead load increased 24 percent and 33 percent, respectively, in water years 1993 and 1994. Zinc was transported primarily in a dissolved or colloidal phase, the major source being the South Fork Coeur d'Alene River valley, downstream from the Elizabeth Park gaging station. Lead was transported primarily as particulate material, the major source being sediments eroded from the main-stem Coeur d'Alene River channel and flood plain. Annual lead and zinc loads at Rose Lake were significantly larger than at Harrison or Cataldo, indicating entrainment of trace elements in the reach between Cataldo and Rose Lake, and subsequent deposition or loss in the reach between Rose Lake and Harrison.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boise, Idaho","doi":"10.3133/ofr97398","usgsCitation":"Beckwith, M.A., Woods, P.F., and Berenbrock, C., 1997, Trace-element concentrations and transport in the Coeur d'Alene river, Idaho, water years 1993-94: U.S. Geological Survey Open-File Report 97-398, iii, 7 p., https://doi.org/10.3133/ofr97398.","productDescription":"iii, 7 p.","numberOfPages":"10","temporalStart":"1993-01-01","temporalEnd":"1994-12-31","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":155051,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0398/report-thumb.jpg"},{"id":51978,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0398/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Coeur D'alene River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.0,47.0 ], [ -117.0,48.0 ], [ -115.0,48.0 ], [ -115.0,47.0 ], [ -117.0,47.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db627321","contributors":{"authors":[{"text":"Beckwith, Michael A.","contributorId":66670,"corporation":false,"usgs":true,"family":"Beckwith","given":"Michael","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":188277,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Woods, Paul F.","contributorId":82273,"corporation":false,"usgs":true,"family":"Woods","given":"Paul","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":188278,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Berenbrock, Charles","contributorId":30598,"corporation":false,"usgs":true,"family":"Berenbrock","given":"Charles","email":"","affiliations":[],"preferred":false,"id":188276,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30580,"text":"wri974145 - 1997 - Eutrophication potential of Payette Lake, Idaho","interactions":[],"lastModifiedDate":"2013-11-22T14:51:31","indexId":"wri974145","displayToPublicDate":"1998-05-01T00:00:00","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":"97-4145","title":"Eutrophication potential of Payette Lake, Idaho","docAbstract":"<p>Payette Lake was studied during water years \n1995-96 to determine the 20.5-square-kilometer \nlake's assimilative capacity for nutrients and, thus, \nits eutrophication potential. The study included \nquantification of hydrologic and nutrient budgets, \ncharacterization of water quality in the limnetic \nand littoral zones, development of an empirical nutrient load/lake response model, and estimation of \nthe limnological effects of a large-scale forest fire \nin the lake's 373-square-kilometer watershed during the autumn of 1994.</p>\n<br/>\n<p>Streamflow from the North Fork Payette \nRiver, the lake's primary tributary, delivered about \n73 percent of the lake's inflow over the 2 years. \nOutflow from the lake, measured since 1908, was \n128 and 148 percent of the long-term average in \n1995 and 1996, respectively. The larger volumes \nof outflow reduced the long-term average water-\nresidence time of 2.35 years to 1.84 and 1.42 years \nfor 1995 and 1996, respectively. The lake retained \n54 percent of its 1995-96 influent load of nitrogen \nand 79 percent of its influent load of phosphorus. \nThe North Fork Payette River contributed an average of 69.4 percent of the lake's nitrogen load and \n28.2 percent of its phosphorus load. The 1994 forest fires substantially increased the loads of nitrogen and phosphorus delivered to the lake; however, only nitrogen concentrations were noticeably increased in the lake.</p>\n<br/>\n<p>Payette Lake was classified as oligotrophic \non the basis of annual geometric mean concentrations, in micrograms per liter, of total phosphorus \n(4.7), total nitrogen (225), and chlorophyll-<i>a</i> (1.3)\nduring 1995-96. Secchi-disc transparencies ranged \nfrom 2.3 to 8.0 meters, indicative of mesotrophic \nconditions. Median ratios of dissolved inorganic \nnitrogen to dissolved orthophosphorus ranged from \n38 to 254, thereby indicating phosphorus limitation \nof phytoplankton growth. Phytoplankton populations were taxonomically dominated by diatoms; \nblue-green algae were rare. One diatom, <i>Tabellaria \nfenestrata</i>, contributed 52 percent of the biovolume. Within the littoral zone, median periphyton \nproduction, normalized to photosynthetically active \nradiation input, ranged from 0.0007 to 0.02 milligrams of chlorophyll-<i>a</i> per square meter per Einstein, a difference of 28.6 times. Multiple linear regression analysis failed to detect any significant relation between periphyton production and various \nindices of nearshore development. Nine genera of \naquatic macrophytes were identified, including \nEurasian milfoil (<i>Myriophyllum spicatum</i> var. <i>spicatum</i>), which is considered a nuisance aquatic \nplant.</p>\n<br/>\n<p>Despite its oligotrophy, Payette Lake had \nsubstantial dissolved-oxygen deficits in 1995-96, \nwhich led to 4-month periods of anoxia in the near-bottom waters of its southwest basin. The hypolimnetic dissolved-oxygen deficit was much larger than \nthat predicted by the nutrient load/lake response \nmodel. The southwest basin's propensity for developing anoxia was related to the lengthy water-residence time and incomplete water-column circulation and reaeration during the spring and autumn, \ncoupled with a long-term accumulation of oxygen-\ndemanding organic matter produced within the \nlake or delivered by its watershed.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boise, ID","doi":"10.3133/wri974145","collaboration":"Prepared in cooperation with the Idaho Division of Environmental Quality","usgsCitation":"Woods, P.F., 1997, Eutrophication potential of Payette Lake, Idaho: U.S. Geological Survey Water-Resources Investigations Report 97-4145, v, 39 p., https://doi.org/10.3133/wri974145.","productDescription":"v, 39 p.","numberOfPages":"44","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":119292,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4145/report-thumb.jpg"},{"id":59339,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4145/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","projection":"Albers Equal-Area projection","country":"United States","state":"Idaho","otherGeospatial":"North Fork Payette River;Payette Lake","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.141529,44.903939 ], [ -116.141529,45.199354 ], [ -115.911589,45.199354 ], [ -115.911589,44.903939 ], [ -116.141529,44.903939 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fb104","contributors":{"authors":[{"text":"Woods, Paul F.","contributorId":82273,"corporation":false,"usgs":true,"family":"Woods","given":"Paul","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":203488,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26648,"text":"wri964269 - 1997 - Hydrology, sedimentology, and biology of Ellison Park wetland at the mouth of Irondequoit Creek near Rochester, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri964269","displayToPublicDate":"1998-05-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"96-4269","title":"Hydrology, sedimentology, and biology of Ellison Park wetland at the mouth of Irondequoit Creek near Rochester, New York","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Branch of Information Services [distributor],","doi":"10.3133/wri964269","usgsCitation":"Coon, W., 1997, Hydrology, sedimentology, and biology of Ellison Park wetland at the mouth of Irondequoit Creek near Rochester, New York: U.S. Geological Survey Water-Resources Investigations Report 96-4269, v, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri964269.","productDescription":"v, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119069,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4269/report-thumb.jpg"},{"id":55525,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4269/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc763","contributors":{"authors":[{"text":"Coon, W.F.","contributorId":102524,"corporation":false,"usgs":true,"family":"Coon","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":196768,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24229,"text":"ofr97399 - 1997 - Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1996 water year","interactions":[],"lastModifiedDate":"2013-12-19T12:49:37","indexId":"ofr97399","displayToPublicDate":"1998-05-01T00:00:00","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":"97-399","title":"Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1996 water year","docAbstract":"The computed annual yield and deficiency of the subbasins as defined in the Arkansas River Basin Compact, Arkansas-Oklahoma, are given in tables for the 1996 water year. Actual runoff from the subbasins and depletion caused by major reservoirs in the compact area also are given in tabular form. Computed monthly mean discharges are shown for the 21 streamflow stations in the Arkansas River Basin. Water-quality data are shown for 16 water-quality stations sampled in the Arkansas River Basin.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Little Rock, AR","doi":"10.3133/ofr97399","issn":"0094-9140","collaboration":"Prepared in cooperation with Arkansas River Compact Commission Arkansas-Oklahoma","usgsCitation":"Porter, J.E., 1997, Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1996 water year: U.S. Geological Survey Open-File Report 97-399, iv, 62 p., https://doi.org/10.3133/ofr97399.","productDescription":"iv, 62 p.","numberOfPages":"66","costCenters":[],"links":[{"id":155448,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0399/report-thumb.jpg"},{"id":53363,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0399/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arkansas;Oklahoma","otherGeospatial":"Arknasas River Basin Compact","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -95.75,34.75 ], [ -95.75,36.25 ], [ -94.0,36.25 ], [ -94.0,34.75 ], [ -95.75,34.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a7fc3","contributors":{"authors":[{"text":"Porter, J. Elton","contributorId":91138,"corporation":false,"usgs":true,"family":"Porter","given":"J.","email":"","middleInitial":"Elton","affiliations":[],"preferred":false,"id":191531,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24705,"text":"ofr97418 - 1997 - Status of ground-water resources at U.S. Navy support facility, Diego Garcia; summary of hydrologic and climatic data, January 1995 through June 1997","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"ofr97418","displayToPublicDate":"1998-05-01T00:00:00","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":"97-418","title":"Status of ground-water resources at U.S. Navy support facility, Diego Garcia; summary of hydrologic and climatic data, January 1995 through June 1997","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97418","issn":"0094-9140","usgsCitation":"Torikai, J., 1997, Status of ground-water resources at U.S. Navy support facility, Diego Garcia; summary of hydrologic and climatic data, January 1995 through June 1997: U.S. Geological Survey Open-File Report 97-418, v, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97418.","productDescription":"v, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157572,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0418/report-thumb.jpg"},{"id":53738,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0418/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de7c2","contributors":{"authors":[{"text":"Torikai, J.D.","contributorId":93926,"corporation":false,"usgs":true,"family":"Torikai","given":"J.D.","affiliations":[],"preferred":false,"id":192408,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23376,"text":"ofr97425 - 1997 - Floods of July 18-20, 1996, in northern Illinois","interactions":[],"lastModifiedDate":"2013-03-27T07:06:32","indexId":"ofr97425","displayToPublicDate":"1998-05-01T00:00:00","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":"97-425","title":"Floods of July 18-20, 1996, in northern Illinois","docAbstract":"Record flooding occurred on many streams in northern Ilinois during July 18-20, 1996. Over 16 inches of rain fell at some locations during and just prior to this period. Peak of record discharges were recorded at 19 U.S. Geological Survey (USGS) streamflow-gaging stations. The USGS, in cooperation with the Illinois Department of Natural Resources, Office of Water Resources (IDNROWR), has compiled the available hydrologic data from the July 1996 flood in northern Illinois, and the data are presented in this report.","language":"ENGLISH","publisher":"U.S. Geological Survey ;Branch of Information Services [distributor],","doi":"10.3133/ofr97425","issn":"0094-9140","collaboration":"The USGS does not support this software or technical questions for the software associated with the publication.","usgsCitation":"Holmes, R., and Kupka, A., 1997, Floods of July 18-20, 1996, in northern Illinois: U.S. Geological Survey Open-File Report 97-425, iv, 29 p. (some folded) :ill., maps (some col.) ;28 cm. +1 computer disc (3 1/2 in.), https://doi.org/10.3133/ofr97425.","productDescription":"iv, 29 p. (some folded) :ill., maps (some col.) ;28 cm. +1 computer disc (3 1/2 in.)","costCenters":[],"links":[{"id":156962,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0425/report-thumb.jpg"},{"id":19459,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1997/0425/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":52666,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0425/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":270240,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/of/1997/0425/application.zip"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5dfcb8","contributors":{"authors":[{"text":"Holmes, Robert R. Jr. 0000-0002-5060-3999","orcid":"https://orcid.org/0000-0002-5060-3999","contributorId":70429,"corporation":false,"usgs":true,"family":"Holmes","given":"Robert R.","suffix":"Jr.","affiliations":[],"preferred":false,"id":190002,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kupka, Amanda","contributorId":105336,"corporation":false,"usgs":true,"family":"Kupka","given":"Amanda","email":"","affiliations":[],"preferred":false,"id":190003,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":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":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":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":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":6763,"text":"fs11897 - 1997 - Source characterization of disinfection byproduct precursors in two Arkansas water-supply reservoirs","interactions":[],"lastModifiedDate":"2019-12-05T10:08:06","indexId":"fs11897","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"118-97","title":"Source characterization of disinfection byproduct precursors in two Arkansas water-supply reservoirs","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs11897","usgsCitation":"Pomes, M.L., Green, W.R., Thurman, E., Orem, W., and Lerch, H., 1997, Source characterization of disinfection byproduct precursors in two Arkansas water-supply reservoirs: U.S. Geological Survey Fact Sheet 118-97, 4 p., https://doi.org/10.3133/fs11897.","productDescription":"4 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":125251,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/1997/0118/report-thumb.jpg"},{"id":34126,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/1997/0118/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arkansas 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,{"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":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":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":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. 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":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":27431,"text":"wri974133 - 1997 - Hydrogeologic framework and geochemistry of the Edwards aquifer saline-water zone, south-central Texas","interactions":[],"lastModifiedDate":"2016-08-17T15:44:21","indexId":"wri974133","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":"97-4133","title":"Hydrogeologic framework and geochemistry of the Edwards aquifer saline-water zone, south-central Texas","docAbstract":"<p>The Edwards aquifer supplies drinking water for more than 1 million people in south-central Texas. The saline-water zone of the Edwards aquifer extends from the downdip limit of freshwater to the southern and eastern edge of the Stuart City Formation. Water samples from 16 wells in the Edwards aquifer saline-water zone were collected during July&ndash;September 1990 and analyzed for major and minor dissolved constituents, selected stable isotopes, and radioisotopes. These data, supplemental data from an extensive water-quality data base, and data from other previous studies were interpreted to clarify the understanding of the saline-waterzone geochemistry.</p>\n<p>Most of the isotope and geochemical data indicate at least two distinct hydrological and geochemical regimes in the saline-water zone of the Edwards aquifer. On the basis of hydrogen and oxygen isotopes and radiocarbon data, the shallower updip regime is predominantly meteoric water that has been recharged probably from the freshwater zone within recent geologic time (less than tens of thousands of years). Also, on the basis of hydrogen and oxygen isotope data, water in the hydrologically stagnant regime (downdip) has been thermally altered in reactions with the carbonate rocks of the zone. The deeper water probably is much older than water in the shallow zone and is nearly stagnant relative to that in the shallow zone.</p>\n<p>The geochemical grouping observed in the wellwater data from well samples in the saline-water zone indicates that the zone is hydrologically compartmentalized, in part because of faults that function as barriers to downdip flow of recharge water. These fault barriers also probably impede updip flow. Flow compartmentalization and the resulting disparity in geochemistry between the two regimes indicate that updip movement of substantial amounts of saline water toward the freshwater zone is unlikely.</p>\n<p>Estimated in-place temperature of the samples collected indicates an increase with depth and (or) distance from the downdip limit of freshwater. The pH of the samples decreases with increasing distance from the downdip limit of freshwater, but the decrease is caused partly by the increase in temperature. Dissolved major ions and dissolved solids concentrations all indicate a progressive but monotonic increase in salinity from updip to downdip. The alkalinity of the water samples is predominantly bicarbonate because the low-molecular weight aliphatic-acid anion concentrations are small relative to the bicarbonate concentrations. The dissolved organic carbon concentrations also are lower than expected for an aquifer with economic amounts of oil and gas hydrocarbons.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri974133","collaboration":"Prepared in cooperation with the Edwards Aquifer Authority and San Antonio Water System","usgsCitation":"Groschen, G.E., and Buszka, P.M., 1997, Hydrogeologic framework and geochemistry of the Edwards aquifer saline-water zone, south-central Texas: U.S. Geological Survey Water-Resources Investigations Report 97-4133, vi, 47 p., https://doi.org/10.3133/wri974133.","productDescription":"vi, 47 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":124752,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_97_4133.jpg"},{"id":2112,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri97-4133/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Texas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627cd3","contributors":{"authors":[{"text":"Groschen, George E.","contributorId":99132,"corporation":false,"usgs":true,"family":"Groschen","given":"George","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198108,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buszka, Paul M. 0000-0001-8218-826X pmbuszka@usgs.gov","orcid":"https://orcid.org/0000-0001-8218-826X","contributorId":1786,"corporation":false,"usgs":true,"family":"Buszka","given":"Paul","email":"pmbuszka@usgs.gov","middleInitial":"M.","affiliations":[{"id":27231,"text":"Indiana-Kentucky Water Science Center","active":true,"usgs":true},{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"preferred":true,"id":198107,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":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":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":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":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":23906,"text":"ofr97305 - 1997 - Modified level II streambed-scour analysis for structure I-65-120-6016 crossing Little Eagle Creek and I-65 in Marion County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:39:57","indexId":"ofr97305","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-305","title":"Modified level II streambed-scour analysis for structure I-65-120-6016 crossing Little Eagle Creek and I-65 in Marion County, Indiana","docAbstract":"<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-65-120-6016 on Georgetown Road crossing Little Eagle Creek and 1-65 in Marion County, Indiana, are presented. The site is in the city of Indianapolis in the northwestern part of Marion County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 5.2 feet for the modeled discharge of 3,450&nbsp; cubic feet per second and approximately 5.6 feet for the modeled discharge of 5,210 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97305","issn":"0094-9140","collaboration":"Indiana Department of Transporation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-65-120-6016 crossing Little Eagle Creek and I-65 in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-305, iv, 19 p. ;28 cm., https://doi.org/10.3133/ofr97305.","productDescription":"iv, 19 p. ;28 cm.","startPage":"1","endPage":"19","numberOfPages":"23","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":53110,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0305/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0305/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Marion","city":"Indianapolis","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.9369,39.9272],[-85.9379,39.87],[-85.9541,39.8696],[-85.9518,39.6969],[-85.9523,39.638],[-86.248,39.6335],[-86.3268,39.6318],[-86.3281,39.8526],[-86.328,39.8662],[-86.325,39.8662],[-86.3267,39.9238],[-86.2967,39.9246],[-86.2757,39.925],[-86.2385,39.9259],[-85.9801,39.9269],[-85.9411,39.9272],[-85.9369,39.9272]]]},\"properties\":{\"name\":\"Marion\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a94e4b07f02db658f6a","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190952,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":190953,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":190951,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
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