{"pageNumber":"396","pageRowStart":"9875","pageSize":"25","recordCount":16506,"records":[{"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":"

Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-275-0-5639 on Interstate 275 crossing the Ohio River in Dearborn County, Indiana, are presented. The site is near the town of Lawrenceburg in the southeastern part of Dearborn County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 35.6 feet for the modeled discharge of 760,000 cubic feet per second and approximately 35.7 feet for the modeled discharge of 890,000 cubic feet per second.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97330","issn":"0094-9140","collaboration":"Indiana Department of Transportation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-275-0-5639 crossing the Ohio River in Dearborn County, Indiana: U.S. Geological Survey Open-File Report 97-330, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97330.","productDescription":"iv, 23 p. ;28 cm.","startPage":"1","endPage":"23","numberOfPages":"27","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":155507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0330/report-thumb.jpg"},{"id":53108,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0330/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Dearborn","city":"Lawrenceburg","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.8191,39.3056],[-84.8199,39.2262],[-84.8197,39.1907],[-84.8191,39.1069],[-84.8195,39.1067],[-84.8205,39.1062],[-84.8342,39.0983],[-84.8569,39.0807],[-84.8675,39.0755],[-84.8884,39.065],[-84.8903,39.0634],[-84.8917,39.0617],[-84.8922,39.0604],[-84.893,39.0556],[-84.8931,39.054],[-84.888,39.046],[-84.8825,39.0406],[-84.8759,39.0341],[-84.8752,39.0334],[-84.8987,39.0133],[-84.911,39.0189],[-84.9134,39.0189],[-84.9194,39.0149],[-84.9224,39.0136],[-84.9253,39.0155],[-84.9302,39.0092],[-84.9374,39.0052],[-84.9391,39.0079],[-84.9426,39.0089],[-84.9468,39.0067],[-84.9446,38.9998],[-84.947,38.9981],[-84.9523,38.9963],[-84.9542,38.9945],[-84.9601,38.9941],[-84.9648,38.9974],[-84.9696,38.9924],[-84.9831,38.9962],[-84.9855,38.9949],[-84.9915,38.9945],[-84.9938,38.9959],[-84.995,38.9973],[-84.9985,38.996],[-85.0023,38.9869],[-85.0012,38.9829],[-85.0066,38.9779],[-85.0137,38.9807],[-85.0207,38.9822],[-85.025,38.9741],[-85.0339,38.976],[-85.0404,38.9761],[-85.047,38.9689],[-85.0512,38.9676],[-85.0513,38.9631],[-85.0549,38.9595],[-85.0591,38.9577],[-85.058,38.9514],[-85.0593,38.9482],[-85.0669,38.9501],[-85.0717,38.9483],[-85.0741,38.9479],[-85.077,38.9484],[-85.0823,38.9525],[-85.0847,38.9512],[-85.0896,38.9426],[-85.0926,38.9413],[-85.0962,38.9355],[-85.0992,38.9369],[-85.1032,38.9405],[-85.1086,38.9392],[-85.1128,38.9361],[-85.1175,38.9362],[-85.1198,38.938],[-85.1215,38.9444],[-85.1136,38.9529],[-85.1142,38.9561],[-85.1213,38.9557],[-85.1291,38.9481],[-85.135,38.9481],[-85.1324,38.9617],[-85.1305,38.9707],[-85.1222,39.0006],[-85.1057,39.0906],[-85.0983,39.1327],[-85.0903,39.1788],[-85.0824,39.2195],[-85.0732,39.2675],[-85.0652,39.3082],[-85.0385,39.3079],[-84.9273,39.3065],[-84.8191,39.3056]]]},\"properties\":{\"name\":\"Dearborn\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a93e4b07f02db6582b1","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190946,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":190947,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. 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":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":"

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.

","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":23903,"text":"ofr97329 - 1997 - Modified level II streambed-scour analysis for structure I-164-7-6974 crossing Schlensker Ditch in Vanderburgh County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:47:16","indexId":"ofr97329","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-329","title":"Modified level II streambed-scour analysis for structure I-164-7-6974 crossing Schlensker Ditch in Vanderburgh County, Indiana","docAbstract":"

Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-674-7-6974 on Interstate 164 crossing Schlensker Ditch in Vanderburgh County, Indiana, are presented. The site is near the town of Daylight  in the northwestern part of Vanderburgh County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 176 feet for the modeled discharge of 2,100  cubic feet per second and approximately 33.4 feet for the modeled discharge of 2,940 cubic feet per second.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97329","issn":"0094-9140","collaboration":"Indiana Department of Transportation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-164-7-6974 crossing Schlensker Ditch in Vanderburgh County, Indiana: U.S. Geological Survey Open-File Report 97-329, iv, 17 p. ;28 cm., https://doi.org/10.3133/ofr97329.","productDescription":"iv, 17 p. ;28 cm.","startPage":"1","endPage":"17","numberOfPages":"21","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156420,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0329/report-thumb.jpg"},{"id":53107,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0329/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Vanderburgh","city":"Daylight","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-87.4676,38.1655],[-87.4676,38.1242],[-87.4711,38.1242],[-87.4729,38.0371],[-87.4501,38.0373],[-87.4512,37.9394],[-87.4535,37.9385],[-87.4645,37.9329],[-87.4717,37.9288],[-87.4732,37.9279],[-87.483,37.921],[-87.4917,37.9151],[-87.4992,37.91],[-87.5002,37.9095],[-87.5103,37.9067],[-87.5114,37.9067],[-87.5122,37.907],[-87.5221,37.9125],[-87.5303,37.917],[-87.5539,37.928],[-87.5619,37.9336],[-87.5671,37.9395],[-87.5745,37.954],[-87.5807,37.9661],[-87.5902,37.9732],[-87.5943,37.9735],[-87.6011,37.9708],[-87.6013,37.9702],[-87.6032,37.9626],[-87.6063,37.9501],[-87.6066,37.9494],[-87.6077,37.9482],[-87.6126,37.9437],[-87.6243,37.9331],[-87.6256,37.9316],[-87.6261,37.9308],[-87.6279,37.9235],[-87.6238,37.9135],[-87.6235,37.9128],[-87.6175,37.906],[-87.6041,37.8987],[-87.5961,37.8925],[-87.5934,37.8902],[-87.591,37.8857],[-87.5888,37.8822],[-87.5882,37.8812],[-87.5878,37.8673],[-87.5878,37.8666],[-87.5907,37.8598],[-87.5917,37.8582],[-87.6045,37.8405],[-87.6091,37.8364],[-87.6102,37.8355],[-87.6206,37.8303],[-87.6379,37.8254],[-87.6525,37.8253],[-87.6642,37.8265],[-87.6652,37.8269],[-87.6784,37.8338],[-87.6828,37.8464],[-87.682,37.8573],[-87.6793,37.8655],[-87.6743,37.8722],[-87.6669,37.8822],[-87.6665,37.8871],[-87.6679,37.8934],[-87.6701,37.8963],[-87.6723,37.8985],[-87.6794,37.9021],[-87.6846,37.903],[-87.6904,37.9015],[-87.7003,37.8973],[-87.7006,37.9535],[-87.6991,38.0388],[-87.697,38.1258],[-87.6888,38.1254],[-87.6889,38.1685],[-87.4676,38.1655]]]},\"properties\":{\"name\":\"Vanderburgh\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a93e4b07f02db65829d","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190943,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":190944,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":190942,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":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":"

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.

","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":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":"

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.

","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":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":"

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–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.

\n

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.

\n

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.

\n

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.

","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":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":"

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  cubic feet per second and approximately 15.1 feet for the modeled discharge of 41,900 cubic feet per second.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97321","issn":"0094-9140","collaboration":"Indiana Department of Transportation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-74-32-4946 crossing Sugar Creek in Montgomery County, Indiana: U.S. Geological Survey Open-File Report 97-321, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97321.","productDescription":"iv, 23 p. ;28 cm.","startPage":"1","endPage":"23","numberOfPages":"27","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":155527,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0321/report-thumb.jpg"},{"id":53114,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0321/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Montgomery","city":"Crawfordsville","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.6957,40.2144],[-86.6962,40.1785],[-86.6961,40.1282],[-86.6946,40.0402],[-86.6938,39.9528],[-86.6937,39.9228],[-86.6929,39.8643],[-86.7918,39.8651],[-86.8056,39.865],[-86.8967,39.8666],[-86.9182,39.8674],[-87.0087,39.8685],[-87.0333,39.8683],[-87.0914,39.8685],[-87.0909,39.9538],[-87.0919,40.2172],[-87.0353,40.2165],[-86.9221,40.2161],[-86.8095,40.2146],[-86.6957,40.2144]]]},\"properties\":{\"name\":\"Montgomery\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687fad","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190964,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":190965,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":190963,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":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":"

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.

","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":"

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.

","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":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":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":"

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.

","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":27322,"text":"wri974131 - 1997 - Rhodhiss Lake, North Carolina: Analysis of ambient conditions and simulation of hydrodynamics, constituent transport, and water-quality characteristics, 1993-94","interactions":[],"lastModifiedDate":"2021-12-21T20:39:53.653116","indexId":"wri974131","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"97-4131","title":"Rhodhiss Lake, North Carolina: Analysis of ambient conditions and simulation of hydrodynamics, constituent transport, and water-quality characteristics, 1993-94","docAbstract":"From January 1993 through March 1994, the U.S. Geological Survey conducted an investigation of Rhodhiss Lake in cooperation with the Western Piedmont Council of Governments. Objectives of the investigation were to describe ambient hydrologic and water-quality conditions, to estimate loadings of nutrients and suspended solids from selected tributaries and point sources, and to simulate hydraulic circulation and water-quality characteristics in Rhodhiss Lake using a hydrodynamic computer model.\r\n\r\nThe riverine headwaters of Rhodhiss Lake were unstratified, well oxygenated, and contained relatively high concentrations of suspended solids and nutrients throughout the study period. In general, concentrations of suspended solids, nitrate, orthophosphate, and total phosphorus decreased in a downstream direction from the headwaters to the Rhodhiss Dam. However, increases in specific conductance frequently were observed downstream from a wastewater discharge near mid-reservoir.\r\n\r\nFrom mid-reservoir to the dam, Rhodhiss Lake thermally stratified during the summer of 1993. In this reach, dissolved oxygen was rapidly depleted from the bottom waters beginning in May 1993, and anoxic conditions persisted in the hypolimnion through the summer. During summer stratification, concentrations of nitrite plus nitrate, ammonia, and orthophosphate were low in the epilimnion, but concentrations of ammonia, orthophosphate, and total phosphorus increased in the hypolimnion. During fall and winter, Rhodhiss Lake was characterized by alternating periods of stratification and mixing.\r\n\r\nA maximum chlorophyll-a concentration of 52 micrograms per liter was observed at mid-reservoir on November 17, 1993, and was the only value that exceeded the North Carolina water-quality standard of 40 micrograms per liter. Concentrations of fecal coliform bacteria exceeded 200 colonies per 100 milliliters in the headwaters of Rhodhiss Lake 37 percent of the time, and at mid-reservoir and in the forebay 16 percent of the time. In Lower Creek, a tributary to Rhodhiss Lake, concentrations of fecal coliform bacteria exceeded 200 colonies per 100 milliliters in 76 percent of the samples. This stream also contained elevated concentrations of nitrite plus nitrate, phosphorus, and specific conductance.\r\n\r\nLoading estimates showed that almost all of the suspended solids and the majority of the nitrogen and phosphorus entering the headwaters of Rhodhiss Lake originated from nonpoint sources. During the investigation, point sources accounted for less than 1 percent of the suspended solids load to the reservoir headwaters, but point sources accounted for up to 27 and 22 percent of the total nitrogen and total phosphorus loads, respectively. Additional loadings of nitrogen and phosphorus entered Rhodhiss Lake by municipal wastewater discharge near mid-reservoir.\r\n\r\nThe U.S. Army Corps of Engineers CE-QUAL-W2 model is a two-dimensional, laterally averaged model that simulates hydrodynamics and water quality. The model was applied to Rhodhiss Lake from Huffman Bridge to Rhodhiss Dam--a distance of 18.5 kilometers--and was calibrated using data collected from April 1993 through March 1994.\r\n\r\nDuring the simulation period, measured water levels varied a total of 1.32 meters, and water temperatures ranged from 4 to 30 degrees Celsius. The calibrated model provided good agreement between measured and simu- lated water levels at Rhodhiss Dam. Likewise, simulated water temperatures were generally within 2 degrees Celsius of measured values; however, the model tended to overpredict temperatures near the bottom of the reservoir by 1 to 3 degrees Celsius during warm months. This suggests that the model, as calibrated, overpredicts vertical mixing. Simulated dissolved oxygen concentrations followed the same general patterns and magnitudes as measured values, and there was good agreement between simulated and measured frequency of occurrence of dissolved oxygen concentrations less than 5 milligra","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri974131","usgsCitation":"Giorgino, M., and Bales, J., 1997, Rhodhiss Lake, North Carolina: Analysis of ambient conditions and simulation of hydrodynamics, constituent transport, and water-quality characteristics, 1993-94: U.S. Geological Survey Water-Resources Investigations Report 97-4131, vi, 62 p., https://doi.org/10.3133/wri974131.","productDescription":"vi, 62 p.","costCenters":[],"links":[{"id":56190,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159025,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4131/report-thumb.jpg"},{"id":393244,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48751.htm"}],"country":"United States","state":"North Carolina","otherGeospatial":"Rhodhiss Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.72935485839844,\n 35.752642192392955\n ],\n [\n -81.42311096191406,\n 35.752642192392955\n ],\n [\n -81.42311096191406,\n 35.81447235785307\n ],\n [\n -81.72935485839844,\n 35.81447235785307\n ],\n [\n -81.72935485839844,\n 35.752642192392955\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db60291d","contributors":{"authors":[{"text":"Giorgino, M. J.","contributorId":97149,"corporation":false,"usgs":true,"family":"Giorgino","given":"M.","middleInitial":"J.","affiliations":[],"preferred":false,"id":197916,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bales, J. D.","contributorId":21569,"corporation":false,"usgs":true,"family":"Bales","given":"J. D.","affiliations":[],"preferred":false,"id":197915,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25455,"text":"wri964280 - 1997 - Distribution of fish, benthic invertebrate, and algal communities in relation to physical and chemical conditions, Yakima River basin, Washington, 1990","interactions":[],"lastModifiedDate":"2023-01-05T22:34:37.504708","indexId":"wri964280","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"96-4280","title":"Distribution of fish, benthic invertebrate, and algal communities in relation to physical and chemical conditions, Yakima River basin, Washington, 1990","docAbstract":"

Biological investigations were conducted in the Yakima River Basin, Washington, in conjunction with a pilot study for the U.S. Geological Survey's National Water-Quality Assessment Program. Ecological surveys were conducted at 25 sites in 1990 to (1) assess water-quality conditions based on fish, benthic invertebrate, and algal communities; (2) determine the hydrologic, habitat, and chemical factors that affect the distributions of these organisms; and (3) relate physical and chemical conditions to water quality. Results of these investigations showed that land uses and other associated human activities influenced the biological characteristics of streams and rivers and overall water-quality conditions.

Fish communities of headwater streams in the Cascades and Eastern Cascades ecoregions of the Yakima River Basin were primarily composed of salmonids and sculpins, with cyprinids dominating in the rest of the basin. The most common of the 33 fish taxa collected were speckled dace, rainbow trout, and Paiute sculpin. The highest number of taxa (193) was found among the inverte- brates. Insects, particularly sensitive forms such as mayflies, stoneflies, and caddisflies (EPT--Ephemeroptera, Plecoptera, and Trichoptera fauna), formed the majority of the invertebrate communities of the Cascades and Eastern Cascades ecoregions. Diatoms dominated algal communities throughout the basin; 134 algal taxa were found on submerged rocks, but other stream microhabitats were not sampled as part of the study. Sensitive red algae and diatoms were predominant in the Cascades and Eastern Cascades ecoregions, whereas the abundance of eutrophic diatoms and green algae was large in the Columbia Basin ecoregion of the Yakima River Basin.

Ordination of physical, chemical, and biological site characteristics indicated that elevation was the dominant factor accounting for the distribution of biota in the Yakima River Basin; agricultural intensity and stream size were of secondary importance. Ordination identified three site groups and three community types. Site groups consisted of (1) small streams of the Cascades and Eastern Cascades ecoregions, (2) small streams of the Columbia Basin ecoregions, and (3) large rivers of the Cascades and Columbia Basin ecoregions. The small streams of the Columbia Basin could be further subdivided into two groups--one where agricultural intensity was low and one where agricultural intensity was moderate to high. Dividing the basin into these three groups removed much of the influence of elevation and facilitated the analysis of land-use effects. Community types identified by ordination were (1) high elevation, cold-water communities associated with low agricultural intensity; (2) lower elevation, warm-water communities associated with low agricultural intensity, and (3) lower elevation, warm-water communities associated with moderate to high agricultural intensity.

Multimetric community condition indices indicated that sites in the Cascades and Eastern Cascades site group were largely unimpaired. In contrast, all but two sites in the Columbia Basin site group were impaired, some severely. Agriculture (nutrients and pesticides) was the primary factor responsible for this impairment, and all impaired sites were characterized by multiple indicators of impairment. Three sites (Granger Drain, Moxee Drain, and Spring Creek) had high levels of impairment. Sites in the large-river site group were moderately to severely impaired downstream from the city of Yakima. High levels of impairment at large-river sites corresponded with high levels of pesticides in fish tissues and the occurrence of external anomalies.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri964280","usgsCitation":"Cuffney, T., Meador, M.R., Porter, S.D., and Gurtz, M., 1997, Distribution of fish, benthic invertebrate, and algal communities in relation to physical and chemical conditions, Yakima River basin, Washington, 1990: U.S. Geological Survey Water-Resources Investigations Report 96-4280, viii, 94 p., https://doi.org/10.3133/wri964280.","productDescription":"viii, 94 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":411459,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48606.htm","linkFileType":{"id":5,"text":"html"}},{"id":54188,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4280/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118816,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4280/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Yakima River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -121.25384405943124,\n 47.60448949128079\n ],\n [\n -121.25384405943124,\n 46.55396467424251\n ],\n [\n -119.69064218524818,\n 46.55396467424251\n ],\n [\n -119.69064218524818,\n 47.60448949128079\n ],\n [\n -121.25384405943124,\n 47.60448949128079\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648600","contributors":{"authors":[{"text":"Cuffney, T. F.","contributorId":108134,"corporation":false,"usgs":true,"family":"Cuffney","given":"T. F.","affiliations":[],"preferred":false,"id":193766,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meador, M. R.","contributorId":74400,"corporation":false,"usgs":true,"family":"Meador","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":193765,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Porter, S. D.","contributorId":8882,"corporation":false,"usgs":true,"family":"Porter","given":"S.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":193763,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gurtz, M. E.","contributorId":29841,"corporation":false,"usgs":true,"family":"Gurtz","given":"M. E.","affiliations":[],"preferred":false,"id":193764,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":24084,"text":"ofr97228 - 1997 - Annotated bibliography of selected publications, through 1996, Cheyenne municipal well field areas, Cheyenne, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:16","indexId":"ofr97228","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-228","title":"Annotated bibliography of selected publications, through 1996, Cheyenne municipal well field areas, Cheyenne, Wyoming","docAbstract":"Annotated bibliographies for 55 hydrology and geology manuscripts pertaining to the Cheyenne municipal wells fields are listed in this report. For each manuscript, a citation is provided, a summaryparagraph is presented, key words are listed, and a location of the report is given. The report lists manuscripts, conference proceedings, and guidebooks published by the U. S. Geological Survey, State of Wyoming, Geological Society of America, Wyoming State Geological Survey,private consultants, and University of Wyoming.Information on geological formations, structural geology, aquifer characteristics, water levels, well- field production, water-demand projections, and water quality is included in the manuscripts. The Cheyenne Board of Public Utilities, the University of Wyoming, and the U. S. Geological Surveycooperatively produced this annotated bibliography to allow easy access and efficient utilization of existing data. The manuscripts were authored between 1910 and 1996, reflecting work completed over a long period of development in the Cheyenne, Wyoming area. Some manuscripts did not receive broad distribution and indexing, thus they have been difficult to locate in the past. By having the references and summaries within one report, time and effort to gather previous study results will be minimized.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97228","issn":"0094-9140","usgsCitation":"Ogle, K., and Jordan, B., 1997, Annotated bibliography of selected publications, through 1996, Cheyenne municipal well field areas, Cheyenne, Wyoming: U.S. Geological Survey Open-File Report 97-228, iii, 33 p. :map (some col.) ;28 cm., https://doi.org/10.3133/ofr97228.","productDescription":"iii, 33 p. :map (some col.) ;28 cm.","costCenters":[],"links":[{"id":1752,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr97-228","linkFileType":{"id":5,"text":"html"}},{"id":156811,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0228/report-thumb.jpg"},{"id":53248,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0228/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bd2e","contributors":{"authors":[{"text":"Ogle, K.M.","contributorId":38178,"corporation":false,"usgs":true,"family":"Ogle","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":191292,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jordan, B.J.","contributorId":21581,"corporation":false,"usgs":true,"family":"Jordan","given":"B.J.","email":"","affiliations":[],"preferred":false,"id":191291,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28767,"text":"wri974088 - 1997 - Hydrologic and water-quality conditions at Newberry Volcano, Deschutes County, Oregon, 1991-95","interactions":[],"lastModifiedDate":"2022-02-22T19:08:58.069989","indexId":"wri974088","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"97-4088","title":"Hydrologic and water-quality conditions at Newberry Volcano, Deschutes County, Oregon, 1991-95","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri974088","usgsCitation":"Morgan, D.S., Tanner, D.Q., and Crumrine, M., 1997, Hydrologic and water-quality conditions at Newberry Volcano, Deschutes County, Oregon, 1991-95: U.S. Geological Survey Water-Resources Investigations Report 97-4088, Report: vii, 66 p.; 1 Plate: 23.49 × 19.75 inches, https://doi.org/10.3133/wri974088.","productDescription":"Report: vii, 66 p.; 1 Plate: 23.49 × 19.75 inches","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":396261,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48713.htm"},{"id":57634,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1997/4088/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57635,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4088/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119046,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4088/report-thumb.jpg"}],"country":"United States","state":"Oregon","county":"Deschutes County","otherGeospatial":"Newberry Volcano","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.33232116699217,\n 43.66091757424481\n ],\n [\n -121.14418029785155,\n 43.66091757424481\n ],\n [\n -121.14418029785155,\n 43.76068041570689\n ],\n [\n -121.33232116699217,\n 43.76068041570689\n ],\n [\n -121.33232116699217,\n 43.66091757424481\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6117a0","contributors":{"authors":[{"text":"Morgan, D. S.","contributorId":19184,"corporation":false,"usgs":true,"family":"Morgan","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200361,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tanner, D. Q.","contributorId":73224,"corporation":false,"usgs":true,"family":"Tanner","given":"D.","email":"","middleInitial":"Q.","affiliations":[],"preferred":false,"id":200363,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crumrine, M. D.","contributorId":58674,"corporation":false,"usgs":true,"family":"Crumrine","given":"M. D.","affiliations":[],"preferred":false,"id":200362,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24362,"text":"ofr97309 - 1997 - Modified level II streambed-scour analysis for structure I-70-69-5185 crossing East Fork White Lick Creek in Hendricks County, Indiana","interactions":[],"lastModifiedDate":"2016-07-08T14:04:47","indexId":"ofr97309","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-309","title":"Modified level II streambed-scour analysis for structure I-70-69-5185 crossing East Fork White Lick Creek in Hendricks County, Indiana","docAbstract":"

Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-70-69-5185 on Interstate 70 crossing East Fork White Lick Creek in Hendricks County, Indiana, are presented. The site is near the town of Camby and is in the southeastern part of Hendricks County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 12.0 feet for the modeled discharge of 5,720 cubic feet per second and approximately 13.8 feet for the modeled discharge of 7,360 cubic feet per second.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97309","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-70-69-5185 crossing East Fork White Lick Creek in Hendricks County, Indiana: U.S. Geological Survey Open-File Report 97-309, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97309.","productDescription":"iv, 23 p. ;28 cm.","startPage":"1","endPage":"19","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156731,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0309/report-thumb.jpg"},{"id":53460,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0309/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Hendricks County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.3267,39.9238],[-86.325,39.8662],[-86.328,39.8662],[-86.3281,39.8526],[-86.3268,39.6318],[-86.4648,39.6297],[-86.4642,39.6006],[-86.574,39.6002],[-86.6546,39.6001],[-86.6522,39.6087],[-86.6463,39.6128],[-86.6403,39.6201],[-86.6404,39.6305],[-86.6654,39.6305],[-86.6858,39.63],[-86.6853,39.6884],[-86.6849,39.7773],[-86.6845,39.8648],[-86.6929,39.8643],[-86.6937,39.9228],[-86.3267,39.9238]]]},\"properties\":{\"name\":\"Hendricks\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db6890cc","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191775,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":191773,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":191774,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24363,"text":"ofr97308 - 1997 - Modified level II streambed-scour analysis for structure I-74-70-4437 crossing Eagle Creek in Marion County, Indiana","interactions":[],"lastModifiedDate":"2016-07-08T13:54:24","indexId":"ofr97308","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":"97-308","title":"Modified level II streambed-scour analysis for structure I-74-70-4437 crossing Eagle Creek in Marion County, Indiana","docAbstract":"

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 1-74-70-4437 on Interstate 74 crossing Eagle Creek in Marion County, Indiana, are presented. The site is near the town of Clermont 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 16.0 feet for the modeled discharge of 22,700 cubic feet per second and approximately 31.7 feet for the modeled discharge of 31,600 cubic feet per second.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97308","issn":"0094-9140","usgsCitation":"Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-74-70-4437 crossing Eagle Creek in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-308, iv, 23 p. ;28 cm., https://doi.org/10.3133/ofr97308.","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":156223,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0308/report-thumb.jpg"},{"id":53461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0308/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":"4f4e4b04e4b07f02db69939c","contributors":{"authors":[{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":191778,"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":191776,"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":191777,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24391,"text":"ofr97250 - 1997 - Hydrologic data, Colorado River and major tributaries, Glen Canyon Dam to Diamond Creek, Arizona, water years 1990-95","interactions":[],"lastModifiedDate":"2012-02-02T00:08:19","indexId":"ofr97250","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-250","title":"Hydrologic data, Colorado River and major tributaries, Glen Canyon Dam to Diamond Creek, Arizona, water years 1990-95","docAbstract":"The U.S. Geological Survey collected hydrologic data at 12 continuous-record stations along the Colorado River and its major tributaries between Glen Canyon Dam and Diamond Creek. The data were collected from October 1989 through September 1995 as part of the Bureau of Reclamation's Glen Canyon Environmental Studies. The data include daily values for streamflow discharge, suspended-sediment discharge, temperature, specific conductance, pH, and dissolved-oxygen concentrations, and discrete values for physical properties and chemical constituents of water. All data are presented in tabular form.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97250","issn":"0094-9140","usgsCitation":"Rote, J.J., Flynn, M., and Bills, D.J., 1997, Hydrologic data, Colorado River and major tributaries, Glen Canyon Dam to Diamond Creek, Arizona, water years 1990-95: U.S. Geological Survey Open-File Report 97-250, iv, 474 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97250.","productDescription":"iv, 474 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157447,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0250/report-thumb.jpg"},{"id":53487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0250/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607173","contributors":{"authors":[{"text":"Rote, John J.","contributorId":14017,"corporation":false,"usgs":true,"family":"Rote","given":"John","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":191838,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flynn, Marilyn E. meflynn@usgs.gov","contributorId":1039,"corporation":false,"usgs":true,"family":"Flynn","given":"Marilyn E.","email":"meflynn@usgs.gov","affiliations":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"preferred":true,"id":191837,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bills, D. J.","contributorId":17610,"corporation":false,"usgs":true,"family":"Bills","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":191839,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24613,"text":"ofr97204 - 1997 - Hydrologic and water-quality data, Guanella Pass area, Colorado, water year 1995","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"ofr97204","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-204","title":"Hydrologic and water-quality data, Guanella Pass area, Colorado, water year 1995","docAbstract":"Water quality of streams and lakes in the Guanella Pass area could be affected by the proposed reconstruction of the existing road through the area. During water year 1995 (October 1, 1994, to September 30, 1995), data were collected that provide reconnaissance information about thehydrology, water quality, sediment transport, biology, and bulk atmospheric-deposition in the Guanella Pass study area. Data were collected at 5 stream monitoring stations, 23 synoptic-stream sites, 11 road-runoff sites, 8 ground-water sites, 4 lake/reservoir sites, 2 snow-precipitation sites, 11 biological sampling sites, and 12 bulk atmospheric- deposition sites.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services (distributor),","doi":"10.3133/ofr97204","issn":"0094-9140","usgsCitation":"Stevens, M.R., Johncox, D., and Cox-Lillis, J., 1997, Hydrologic and water-quality data, Guanella Pass area, Colorado, water year 1995: U.S. Geological Survey Open-File Report 97-204, v, 87 p. :maps ;28 cm., https://doi.org/10.3133/ofr97204.","productDescription":"v, 87 p. :maps ;28 cm.","costCenters":[],"links":[{"id":157691,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0204/report-thumb.jpg"},{"id":53661,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0204/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611747","contributors":{"authors":[{"text":"Stevens, M. R.","contributorId":25178,"corporation":false,"usgs":true,"family":"Stevens","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":192256,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johncox, D. A.","contributorId":88762,"corporation":false,"usgs":true,"family":"Johncox","given":"D. A.","affiliations":[],"preferred":false,"id":192257,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cox-Lillis, J. R.","contributorId":90777,"corporation":false,"usgs":true,"family":"Cox-Lillis","given":"J. R.","affiliations":[],"preferred":false,"id":192258,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":23906,"text":"ofr97305 - 1997 - Modified level II streambed-scour analysis for structure I-65-120-6016 crossing Little Eagle Creek and I-65 in Marion County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:39:57","indexId":"ofr97305","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"97-305","title":"Modified level II streambed-scour analysis for structure I-65-120-6016 crossing Little Eagle Creek and I-65 in Marion County, Indiana","docAbstract":"

Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-65-120-6016 on Georgetown Road crossing Little Eagle Creek and 1-65 in Marion County, Indiana, are presented. The site is in the city of Indianapolis in the northwestern part of Marion County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 5.2 feet for the modeled discharge of 3,450  cubic feet per second and approximately 5.6 feet for the modeled discharge of 5,210 cubic feet per second.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97305","issn":"0094-9140","collaboration":"Indiana Department of Transporation","usgsCitation":"Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-65-120-6016 crossing Little Eagle Creek and I-65 in Marion County, Indiana: U.S. Geological Survey Open-File Report 97-305, iv, 19 p. ;28 cm., https://doi.org/10.3133/ofr97305.","productDescription":"iv, 19 p. ;28 cm.","startPage":"1","endPage":"19","numberOfPages":"23","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":53110,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0305/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0305/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Marion","city":"Indianapolis","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.9369,39.9272],[-85.9379,39.87],[-85.9541,39.8696],[-85.9518,39.6969],[-85.9523,39.638],[-86.248,39.6335],[-86.3268,39.6318],[-86.3281,39.8526],[-86.328,39.8662],[-86.325,39.8662],[-86.3267,39.9238],[-86.2967,39.9246],[-86.2757,39.925],[-86.2385,39.9259],[-85.9801,39.9269],[-85.9411,39.9272],[-85.9369,39.9272]]]},\"properties\":{\"name\":\"Marion\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a94e4b07f02db658f6a","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190952,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":190953,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":190951,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":23908,"text":"ofr97303 - 1997 - Modified level II streambed-scour analysis for structure I-70-104-5128 crossing Brandywine Creek in Hancock County, Indiana","interactions":[],"lastModifiedDate":"2016-06-21T10:41:38","indexId":"ofr97303","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":"97-303","title":"Modified level II streambed-scour analysis for structure I-70-104-5128 crossing Brandywine Creek in Hancock County, Indiana","docAbstract":"

Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-70-104-5128 on Interstate 70 crossing Brandywine Creek in Hancock County, Indiana, are presented. The site is near the town of Greenfield in the central part of Hancock 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 6,900 cubic feet per second and approximately 8.0 feet for the modeled discharge of 9,140 cubic feet per second.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr97303","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-70-104-5128 crossing Brandywine Creek in Hancock County, Indiana: U.S. Geological Survey Open-File Report 97-303, iv, 19 p. ;28 cm., https://doi.org/10.3133/ofr97303.","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":53112,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0303/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155525,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0303/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Hancock","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.5774,39.9459],[-85.5759,39.8738],[-85.5969,39.8735],[-85.5968,39.786],[-85.6333,39.7862],[-85.6338,39.6987],[-85.6876,39.6987],[-85.7993,39.6993],[-85.913,39.6976],[-85.9518,39.6969],[-85.9541,39.8696],[-85.9379,39.87],[-85.9369,39.9272],[-85.8625,39.9286],[-85.8624,39.9436],[-85.5774,39.9459]]]},\"properties\":{\"name\":\"Hancock\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e84f","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":190958,"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":190959,"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":190957,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":22375,"text":"ofr95710 - 1997 - Ground-water hydrology of the area bordering the Ohio River between Chester and Waverly, West Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:07:52","indexId":"ofr95710","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":"95-710","title":"Ground-water hydrology of the area bordering the Ohio River between Chester and Waverly, West Virginia","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Services [distributor],","doi":"10.3133/ofr95710","issn":"0094-9140","usgsCitation":"Bader, J., Mathes, M., and Shultz, R., 1997, Ground-water hydrology of the area bordering the Ohio River between Chester and Waverly, West Virginia: U.S. Geological Survey Open-File Report 95-710, v, 61 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr95710.","productDescription":"v, 61 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":154812,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0710/report-thumb.jpg"},{"id":51795,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0710/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db66906a","contributors":{"authors":[{"text":"Bader, J. S.","contributorId":65830,"corporation":false,"usgs":true,"family":"Bader","given":"J. S.","affiliations":[],"preferred":false,"id":188132,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mathes, M.V.","contributorId":44916,"corporation":false,"usgs":true,"family":"Mathes","given":"M.V.","affiliations":[],"preferred":false,"id":188131,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shultz, R.A.","contributorId":27442,"corporation":false,"usgs":true,"family":"Shultz","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":188130,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":21876,"text":"ofr96179 - 1997 - Hydrologic consequences of hot-rock/snowpack interactions at Mount St. Helens Volcano, Washington, 1982-84","interactions":[],"lastModifiedDate":"2018-10-22T19:26:36","indexId":"ofr96179","displayToPublicDate":"1998-03-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"96-179","title":"Hydrologic consequences of hot-rock/snowpack interactions at Mount St. Helens Volcano, Washington, 1982-84","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nInformation Services [distributor],","doi":"10.3133/ofr96179","issn":"0566-8174","usgsCitation":"1997, Hydrologic consequences of hot-rock/snowpack interactions at Mount St. Helens Volcano, Washington, 1982-84: U.S. Geological Survey Open-File Report 96-179, ix, 117 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96179.","productDescription":"ix, 117 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":51365,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0179/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":154127,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0179/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db6107b9","contributors":{"editors":[{"text":"Pierson, T.C. 0000-0001-9002-4273","orcid":"https://orcid.org/0000-0001-9002-4273","contributorId":41855,"corporation":false,"usgs":true,"family":"Pierson","given":"T.C.","affiliations":[{"id":157,"text":"Cascades Volcano Observatory","active":false,"usgs":true}],"preferred":true,"id":749316,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}} ,{"id":24960,"text":"ofr97235 - 1997 - Baseline data-collection and quality-control protocols and procedures for the Equus beds ground-water recharge demonstration project near Wichita, Kansas, 1995-96","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"ofr97235","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":"97-235","title":"Baseline data-collection and quality-control protocols and procedures for the Equus beds ground-water recharge demonstration project near Wichita, Kansas, 1995-96","docAbstract":"The Equus Beds Ground-Water Recharge Demonstration Project is being conducted from 1995 through 1999 as part of the High Plains States Groundwater Recharge Demonstration Program to determine if recharge of the Equus beds aquifer in south-central Kansas is a viable alternative in meeting the increased demands for water in this rapidly growing part of the State. As part of the demonstration project, protocols and procedures were developed for the collection of baseline hydrologic and water-quality data from September 1995 through September 1996 and are described in this report. During this initial phase of the demonstration project, 33 data-collection sites were identified and instrumented, and an aquifer test at one site was conducted to determine transmissivity, specific yield, hydraulic conductivity, and riverbed conductance of the Equus beds aquifer in the area northwest of Wichita, Kansas. Selected water-quality samples were analyzed for as many as 340 chemical constituents to determine the baseline or ambient concentrations of inorganic and orgainc constituents. ","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nInformation Services [distributor],","doi":"10.3133/ofr97235","issn":"0094-9140","usgsCitation":"Ziegler, A., and Combs, L., 1997, Baseline data-collection and quality-control protocols and procedures for the Equus beds ground-water recharge demonstration project near Wichita, Kansas, 1995-96: U.S. Geological Survey Open-File Report 97-235, iv, 57 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr97235.","productDescription":"iv, 57 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":1925,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://ks.water.usgs.gov/pubs/reports/ofr.97-235.html","linkFileType":{"id":5,"text":"html"}},{"id":157715,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0235/report-thumb.jpg"},{"id":53931,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0235/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6488be","contributors":{"authors":[{"text":"Ziegler, A.C.","contributorId":74398,"corporation":false,"usgs":true,"family":"Ziegler","given":"A.C.","email":"","affiliations":[],"preferred":false,"id":192868,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Combs, L. J.","contributorId":25133,"corporation":false,"usgs":true,"family":"Combs","given":"L. J.","affiliations":[],"preferred":false,"id":192867,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24706,"text":"ofr97243 - 1997 - Status of ground-water resources at U.S. Navy support facility, Diego Garcia; summary of hydrologic and climatic data, January 1995 through March 1997","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"ofr97243","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":"97-243","title":"Status of ground-water resources at U.S. Navy support facility, Diego Garcia; summary of hydrologic and climatic data, January 1995 through March 1997","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97243","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 March 1997: U.S. Geological Survey Open-File Report 97-243, v, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97243.","productDescription":"v, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157655,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0243/report-thumb.jpg"},{"id":53739,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0243/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de7db","contributors":{"authors":[{"text":"Torikai, J.D.","contributorId":93926,"corporation":false,"usgs":true,"family":"Torikai","given":"J.D.","affiliations":[],"preferred":false,"id":192409,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}