{"pageNumber":"1291","pageRowStart":"32250","pageSize":"25","recordCount":46734,"records":[{"id":23670,"text":"ofr96259 - 1996 - Thickness of Cenozoic deposits and groundwater storage capacity of the westernmost part of the Las Vegas Valley, Nevada, inferred from gravity data","interactions":[],"lastModifiedDate":"2012-02-02T00:08:18","indexId":"ofr96259","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","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":"96-259","title":"Thickness of Cenozoic deposits and groundwater storage capacity of the westernmost part of the Las Vegas Valley, Nevada, inferred from gravity data","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr96259","issn":"0094-9140","usgsCitation":"Langenheim, V., and Jachens, R., 1996, Thickness of Cenozoic deposits and groundwater storage capacity of the westernmost part of the Las Vegas Valley, Nevada, inferred from gravity data: U.S. Geological Survey Open-File Report 96-259, i, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96259.","productDescription":"i, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157440,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0259/report-thumb.jpg"},{"id":52928,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0259/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a55e4b07f02db62c7c4","contributors":{"authors":[{"text":"Langenheim, V.E. 0000-0003-2170-5213","orcid":"https://orcid.org/0000-0003-2170-5213","contributorId":54956,"corporation":false,"usgs":true,"family":"Langenheim","given":"V.E.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":false,"id":190516,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jachens, R.C.","contributorId":55433,"corporation":false,"usgs":true,"family":"Jachens","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":190517,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":22262,"text":"ofr96168 - 1996 - Water-quality and lake-stage data for Wisconsin lakes, water year 1995","interactions":[],"lastModifiedDate":"2015-10-15T14:59:32","indexId":"ofr96168","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","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":"96-168","title":"Water-quality and lake-stage data for Wisconsin lakes, water year 1995","docAbstract":"<p>The U.S. Geological Survey (USGS), in cooperation with local and other agencies, collects data at selected lakes throughout Wisconsin. These data, accumulated over many years, provide a data base for developing an improved understanding of the water quality of lakes. To make these data available to interested parties outside the USGS, the data are published annually in this report series. The location of surface water-quality and lake-stage stations in Wisconsin for water year 1995 are shown in figure 1. A water year is the 12-month period from October 1 through September 30. It is designated by the calendar year in which it ends and which includes 9 of the 12 months. Thus the period October 1, 1994 through September 30, 1995, is called \"water year 1995.\"</p>\n<p>The purpose of this report is to provide information about the physical and chemical characteristics of Wisconsin lakes. Data that have been collected at specific lakes, and information to aid in the interpretation of those data, are included in this report. Data collected includes measurements of lake stage and in-lake water quality. Graphs of Secchi depths, and surface total-phosphorus and chlorophyll-a concentrations versus time are included for lakes with two or more years of data. Descriptive information for each lake includes: location of the lake, drainage area of the lake's watershed, period for which data are available, revisions to previously published records, and pertinent remarks. Additional data, such as streamflow and water quality in tributary and outlet streams of some of the lakes, are published in another volume: \"Water Resources Data-Wisconsin, 1995.\"</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96168","issn":"0094-9140","collaboration":"Prepared in cooperation with the State of Wisconsin and other agencies","usgsCitation":"Rose, W.J., 1996, Water-quality and lake-stage data for Wisconsin lakes, water year 1995: U.S. Geological Survey Open-File Report 96-168, vi, 123 p., https://doi.org/10.3133/ofr96168.","productDescription":"vi, 123 p.","numberOfPages":"131","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":154433,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0168/report-thumb.jpg"},{"id":51689,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0168/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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J.","contributorId":14433,"corporation":false,"usgs":true,"family":"Rose","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":187840,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22094,"text":"ofr96276 - 1996 - Rationale and preliminary operational plan for a high-altitude magnetic survey over the United States","interactions":[],"lastModifiedDate":"2019-06-06T13:37:28","indexId":"ofr96276","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","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":"96-276","title":"Rationale and preliminary operational plan for a high-altitude magnetic survey over the United States","docAbstract":"<p>A proposed high-altitude survey of the U.S. with an ER-2 to collect radar data offers an exciting and cost-effective opportunity to collect magnetic anomaly data. At this workshop, a group of magnetic specialists addressed this opportunity by discussing the need for high-altitude magnetic data and by formulating a preliminary operational plan to acquire such data. The high-altitude aeromagnetic survey would provide critical data needed to expand our knowledge of the geomagnetic field, with applications to a variety of earth science issues including geology, tectonics, core-processes, and rock-magnetism. Test flights with a cesium magnetometer indicate that the ER-2 has the potential to measure the magnetic field at an accuracy of 2 nT or better along flight lines. If the national ER-2 survey is carried out, the successful collection of high-altitude magnetic data hinges on establishing a consortium of federal and state agencies, private industry, and academic institutions to provide the identified resources.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96276","issn":"0094-9140","usgsCitation":"Hildenbrand, T., Blakely, R., Bracken, R.E., Edwards, L., Hardwick, D., Hinze, W.J., Labson, V., Malliot, H., Nabighian, M., Nilsson, B., Phillips, J., Quinn, J., and Roest, W., 1996, Rationale and preliminary operational plan for a high-altitude magnetic survey over the United States: U.S. Geological Survey Open-File Report 96-276, ii, 55 p., https://doi.org/10.3133/ofr96276.","productDescription":"ii, 55 p.","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true}],"links":[{"id":153799,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0276/report-thumb.jpg"},{"id":51540,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0276/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6487fa","contributors":{"authors":[{"text":"Hildenbrand, T.G.","contributorId":83892,"corporation":false,"usgs":true,"family":"Hildenbrand","given":"T.G.","email":"","affiliations":[],"preferred":false,"id":187048,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blakely, R.J. 0000-0003-1701-5236","orcid":"https://orcid.org/0000-0003-1701-5236","contributorId":70755,"corporation":false,"usgs":true,"family":"Blakely","given":"R.J.","affiliations":[],"preferred":false,"id":187046,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bracken, R. E.","contributorId":98316,"corporation":false,"usgs":true,"family":"Bracken","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":187050,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Edwards, Lynn","contributorId":13266,"corporation":false,"usgs":true,"family":"Edwards","given":"Lynn","email":"","affiliations":[],"preferred":false,"id":187038,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hardwick, Doug","contributorId":31014,"corporation":false,"usgs":true,"family":"Hardwick","given":"Doug","email":"","affiliations":[],"preferred":false,"id":187040,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Hinze, W. J.","contributorId":52607,"corporation":false,"usgs":false,"family":"Hinze","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":187043,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Labson, Vic","contributorId":59061,"corporation":false,"usgs":true,"family":"Labson","given":"Vic","email":"","affiliations":[],"preferred":false,"id":187044,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Malliot, Hal","contributorId":85617,"corporation":false,"usgs":true,"family":"Malliot","given":"Hal","email":"","affiliations":[],"preferred":false,"id":187049,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Nabighian, Misac","contributorId":15227,"corporation":false,"usgs":true,"family":"Nabighian","given":"Misac","email":"","affiliations":[],"preferred":false,"id":187039,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Nilsson, Bruno","contributorId":68763,"corporation":false,"usgs":true,"family":"Nilsson","given":"Bruno","email":"","affiliations":[],"preferred":false,"id":187045,"contributorType":{"id":1,"text":"Authors"},"rank":10},{"text":"Phillips, Jeff","contributorId":32560,"corporation":false,"usgs":true,"family":"Phillips","given":"Jeff","affiliations":[],"preferred":false,"id":187041,"contributorType":{"id":1,"text":"Authors"},"rank":11},{"text":"Quinn, J.M.","contributorId":48591,"corporation":false,"usgs":true,"family":"Quinn","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":187042,"contributorType":{"id":1,"text":"Authors"},"rank":12},{"text":"Roest, Walter","contributorId":83555,"corporation":false,"usgs":true,"family":"Roest","given":"Walter","email":"","affiliations":[],"preferred":false,"id":187047,"contributorType":{"id":1,"text":"Authors"},"rank":13}]}}
,{"id":22613,"text":"ofr96202 - 1996 - Peak-flow frequency estimates through 1994 for gaged streams in South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:07:58","indexId":"ofr96202","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","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":"96-202","title":"Peak-flow frequency estimates through 1994 for gaged streams in South Dakota","docAbstract":"Annual peak-flow data are listed for 250 continuous-record and crest-stage gaging stations in South Dakota. Peak-flow frequency estimates for selected recurrence intervals ranging from 2 to 500 years are given for 234 of these 250 stations. The log-Pearson Type III procedure was used to compute the frequency relations for the 234 stations, which in 1994 included 105 active and 129 inactive stations. The log-Pearson Type III procedure is recommended by the Hydrology Subcommittee of the Interagency Advisory Committee on Water Data, 1982, &quot;Guidelines for Determining Flood Flow Frequency.&quot;No peak-flow frequency estimates are given for 16 of the 250 stations because: (1) of extreme variability in data set; (2) more than 20 percent of years had no flow; (3) annual peak flows represent large outflow from a spring; (4) of insufficient peak-flow record subsequent to reservoir regulation; and (5) peak-flow records were combined with records from nearby stations.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr96202","issn":"0094-9140","usgsCitation":"Burr, M., and Korkow, K., 1996, Peak-flow frequency estimates through 1994 for gaged streams in South Dakota: U.S. Geological Survey Open-File Report 96-202, x, 407 p. :maps ;28 cm., https://doi.org/10.3133/ofr96202.","productDescription":"x, 407 p. :maps ;28 cm.","costCenters":[],"links":[{"id":155370,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0202/report-thumb.jpg"},{"id":52083,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0202/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c6c2","contributors":{"authors":[{"text":"Burr, M.J.","contributorId":34541,"corporation":false,"usgs":true,"family":"Burr","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":188566,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Korkow, K.L.","contributorId":70797,"corporation":false,"usgs":true,"family":"Korkow","given":"K.L.","email":"","affiliations":[],"preferred":false,"id":188567,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":21874,"text":"ofr96218 - 1996 - Hydrologic and water-quality data for the Weldon Spring Ordnance Works, St. Charles County, Missouri, 1992-95","interactions":[],"lastModifiedDate":"2012-02-02T00:07:47","indexId":"ofr96218","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","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":"96-218","title":"Hydrologic and water-quality data for the Weldon Spring Ordnance Works, St. Charles County, Missouri, 1992-95","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nInformation Services [distributor],","doi":"10.3133/ofr96218","issn":"0566-8174","usgsCitation":"Schumacher, J., Merten, L., Hockanson, E.A., and DeRusseau, S., 1996, Hydrologic and water-quality data for the Weldon Spring Ordnance Works, St. Charles County, Missouri, 1992-95: U.S. Geological Survey Open-File Report 96-218, iv, 101 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96218.","productDescription":"iv, 101 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":154125,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0218/report-thumb.jpg"},{"id":51363,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0218/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6116e2","contributors":{"authors":[{"text":"Schumacher, John G. jschu@usgs.gov","contributorId":2055,"corporation":false,"usgs":true,"family":"Schumacher","given":"John G.","email":"jschu@usgs.gov","affiliations":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"preferred":true,"id":186072,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Merten, L.M.","contributorId":74775,"corporation":false,"usgs":true,"family":"Merten","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":186075,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hockanson, E. A.","contributorId":39405,"corporation":false,"usgs":true,"family":"Hockanson","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":186074,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"DeRusseau, S.N.","contributorId":31784,"corporation":false,"usgs":true,"family":"DeRusseau","given":"S.N.","affiliations":[],"preferred":false,"id":186073,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":22288,"text":"ofr96333 - 1996 - Water-resources investigations in Wisconsin","interactions":[],"lastModifiedDate":"2015-10-15T14:47:07","indexId":"ofr96333","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","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":"96-333","title":"Water-resources investigations in Wisconsin","docAbstract":"<p>PROBLEM: Surface-water information is needed for surveillance, planning, design, hazard warning, operation, and management in water-related fields such as water supply, hydroelectric power, flood control, irrigation, bridge and culvert design, wildlife management, pollution abatement, flood-plain management, and water-resources development. An appropriate data base is necessary to provide this information.</p>\n<p>OBJECTIVE: The objectives of this study are to provide continuous discharge records for selected rivers at specific sites to supply the needs for regulation, analytical studies, definition of statistical properties, trends analysis, determination of the occurrence, and distribution of water in streams for planning. The project is also LOCATION: Statewide PROJECT CHIEF: Barry K. Holmstrom PERIOD OF PROJECT: July 1913-Continuing designed to determine lake levels and to provide discharge for floods, low-flow conditions, and for waterquality investigations. Requests for streamflow data and information relating to streamflow in Wisconsin are answered. Basic data are published annually in the report \"Water Resources Data-Wisconsin.\"</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96333","issn":"0094-9140","usgsCitation":"Maertz, D., 1996, Water-resources investigations in Wisconsin: U.S. Geological Survey Open-File Report 96-333, xviii, 74 p., https://doi.org/10.3133/ofr96333.","productDescription":"xviii, 74 p.","numberOfPages":"92","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":51711,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0333/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0333/report-thumb.jpg"}],"country":"United 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E.","contributorId":55030,"corporation":false,"usgs":true,"family":"Maertz","given":"D. E.","affiliations":[],"preferred":false,"id":187933,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":31938,"text":"ofr95755 - 1996 - Quality-assurance plan for water-resources activities of the U.S. Geological Survey in Idaho","interactions":[],"lastModifiedDate":"2013-11-15T13:22:42","indexId":"ofr95755","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","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":"95-755","title":"Quality-assurance plan for water-resources activities of the U.S. Geological Survey in Idaho","docAbstract":"To ensure continued confidence in its products, the Water Resources Division of the U.S. Geological Survey implemented a policy that all its scientific work be performed in accordance with a centrally managed quality-assurance program. This report establishes and documents a formal policy for current (1995) quality assurance within the Idaho District of the U.S. Geological Survey. Quality assurance is formalized by describing district  organization and operational responsibilities, documenting the district quality-assurance policies, and describing district functions. The districts conducts its work through offices in Boise, Idaho Falls, Twin Falls, Sandpoint, and at the Idaho National Engineering Laboratory. Data-collection programs and interpretive studies are conducted by two operating units, and operational and technical assistance is provided by three support units: (1) Administrative Services advisors provide guidance on various personnel issues and budget functions, (2) computer and reports advisors provide guidance in their fields, and (3) discipline specialists provide technical advice and assistance to the district and to chiefs of various projects. The district's quality-assurance plan is based on an overall policy that provides a framework for defining the precision and accuracy of collected data. The plan is supported by a series of quality-assurance policy statements that describe responsibilities for specific operations in the district's program. The operations are program planning; project planning; project implementation; review and remediation; data collection; equipment calibration and maintenance; data processing and storage; data analysis, synthesis, and interpretation; report preparation and processing; and training. Activities of the district are systematically conducted under a hierarchy of supervision an management that is designed to ensure conformance with Water Resources Division goals quality assurance. The district quality-assurance plan does not describe detailed technical activities that are commonly termed \"quality-control procedures.\" Instead, it focuses on current policies, operations, and responsibilities that are implemented at the management level. Contents of the plan will be reviewed annually and updated as programs and operations change.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr95755","usgsCitation":"Packard, F.A., 1996, Quality-assurance plan for water-resources activities of the U.S. Geological Survey in Idaho: U.S. Geological Survey Open-File Report 95-755, iii, 22 p., https://doi.org/10.3133/ofr95755.","productDescription":"iii, 22 p.","numberOfPages":"25","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":161370,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1995/0755/report-thumb.jpg"},{"id":60093,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1995/0755/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.24,41.99 ], [ -117.24,49.0 ], [ -111.04,49.0 ], [ -111.04,41.99 ], [ -117.24,41.99 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a87e4b07f02db64eb96","contributors":{"authors":[{"text":"Packard, F. A.","contributorId":71164,"corporation":false,"usgs":true,"family":"Packard","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":207307,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24555,"text":"ofr96314 - 1996 - Surface-water quantity and quality data, Rocky Flats environmental technology site near Denver Colorado, water years 1994-95","interactions":[],"lastModifiedDate":"2012-02-02T00:08:00","indexId":"ofr96314","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","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":"96-314","title":"Surface-water quantity and quality data, Rocky Flats environmental technology site near Denver Colorado, water years 1994-95","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nInformation Services [distributor],","doi":"10.3133/ofr96314","issn":"0094-9140","usgsCitation":"Smith, M., Unruh, J., and Thompson, C., 1996, Surface-water quantity and quality data, Rocky Flats environmental technology site near Denver Colorado, water years 1994-95: U.S. Geological Survey Open-File Report 96-314, iv, 88 p. :ill. ;1996., https://doi.org/10.3133/ofr96314.","productDescription":"iv, 88 p. :ill. ;1996.","costCenters":[],"links":[{"id":155093,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0314/report-thumb.jpg"},{"id":53606,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0314/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a58e","contributors":{"authors":[{"text":"Smith, M.E.","contributorId":104525,"corporation":false,"usgs":true,"family":"Smith","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":192148,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Unruh, J.W.","contributorId":105756,"corporation":false,"usgs":true,"family":"Unruh","given":"J.W.","email":"","affiliations":[],"preferred":false,"id":192149,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thompson, C.H.","contributorId":85987,"corporation":false,"usgs":true,"family":"Thompson","given":"C.H.","email":"","affiliations":[],"preferred":false,"id":192147,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":31912,"text":"ofr95318 - 1996 - Potentiometric maps and ground-water-level data for the industrial area, northwest of Delaware City, Delaware","interactions":[],"lastModifiedDate":"2022-12-13T20:01:49.121479","indexId":"ofr95318","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","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":"95-318","title":"Potentiometric maps and ground-water-level data for the industrial area, northwest of Delaware City, Delaware","docAbstract":"Potentiometric maps of the water-table aquifer in the spring and fall of 1993 in the industrial area northwest of Delaware City, Delaware, are presented. The maps are based on continuously recorded ground-water-level data collected at eight wells screened in the water-table aquifer from October 15, 1993 through November 8, 1994. These data are presented on a 33&quot; by 44&quot; plate. The U.S. Army Corps of Engineers collected the synoptic water-level data used to construct contours of the potentiometric surface in the water-table aquifer. The U.S. Geological Survey collected the continuously recorded ground- water-level data.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr95318","usgsCitation":"Donnelly, C.A., and Hinaman, K.C., 1996, Potentiometric maps and ground-water-level data for the industrial area, northwest of Delaware City, Delaware: U.S. Geological Survey Open-File Report 95-318, 1 Plate: 38.00 × 28.00 inches, https://doi.org/10.3133/ofr95318.","productDescription":"1 Plate: 38.00 × 28.00 inches","costCenters":[],"links":[{"id":161219,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":410384,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_18450.htm","linkFileType":{"id":5,"text":"html"}},{"id":19560,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1995/0318/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Delaware","city":"Delaware City","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -75.66095372330136,\n              39.57961551269099\n            ],\n            [\n              -75.66095372330136,\n              39.553315258826586\n            ],\n            [\n              -75.62988296632925,\n              39.553315258826586\n            ],\n            [\n              -75.62988296632925,\n              39.57961551269099\n            ],\n            [\n              -75.66095372330136,\n              39.57961551269099\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db68308a","contributors":{"authors":[{"text":"Donnelly, Colleen A.","contributorId":62240,"corporation":false,"usgs":true,"family":"Donnelly","given":"Colleen","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":207218,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hinaman, Kurt C.","contributorId":104104,"corporation":false,"usgs":true,"family":"Hinaman","given":"Kurt","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":207219,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":33162,"text":"b2155 - 1996 - Chronology of Late Cretaceous igneous and hydrothermal events at the Golden Sunlight gold-silver breccia pipe, southwestern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:09:21","indexId":"b2155","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2155","title":"Chronology of Late Cretaceous igneous and hydrothermal events at the Golden Sunlight gold-silver breccia pipe, southwestern Montana","docAbstract":"Gold mineralization at the Golden Sunlight breccia pipe, southwestern Montana, is related to emplacement of Late Cretaceous alkali-calcic rhyolite and subsequent collapse of the Belt Supergroup wallrock and rhyolite in the pipe. The pipe is inferred to grade downward into an alkalic porphyry molybdenum system. The pipe is cut by alkalic to sub-alkalic lamprophyre dikes and sills, which locally contain high-grade gold where emplaced along late shear zones and vein systems. Determination of the emplacement age of the rhyolite is hampered by inherited lead or inherited Late Archean zircon from the source region of the rhyolite. An emplacement age of about 80 Ma for the rhyolite can be inferred if a basement age of 2,600 Ma is assumed. This Late Archean age is in agreement with basement ages determined in many parts of southwestern Montana. A 206 Pb- 238 U whole-rock date of 84   ? 18 Ma from altered and mineralized Belt Supergroup strata and rhyolite in the breccia pipe indicates hydrothermal alteration related to gold mineralization in Late Cretaceous time. Although sericite is a relatively widespread hydrothermal mineral, attempts to date the very fine grained material by the 40 Ar- 39 Ar method did not provide a spectra that could be interpreted unambiguously. A 40 Ar- 39 Ar plateau date of 76.9   ? 0.5 Ma from biotite phenocrysts in the lamprophyre indciates intrusion of mafic magma and attendant CO 2 metasomatism in the Late Cretaceous. Fission-track data from zircon in the rhyolite are permissive of slow uplift of the Belt Supergroup strata, 1U.S. Geological Survey, Box 25046, Denver Federal Center, Denver, CO 80225. 2Golden Sunlight Mines, Inc., 453 MT Highway 2 East, Whitehall, MT 59759. rhyolite, and lamprophyre between 55 and 50 Ma, but the data are not definitive. Rhyolitic welded tuff in the informally named units 7, 9, and 11 of the Elkhorn Mountains Volcanics is most similar in chemistry and age to the rhyolite at the Golden Sunlight mine. Trachybasalt in the Adel Mountains Volcanics and andesitic basalt in the informally named unit 8 of the Elkhorn Mountains Volcanics are the most analogous in chemistry and age to lamprophyres at the mine. The rhyolitic rocks appear to be derived from deep crustal sources, but data for the lamprophyres and mafic rocks in the Elkhorn Mountains Volcanics indicate that they were derived from the mantle.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/b2155","usgsCitation":"DeWitt, E., Foord, E.E., Zartman, R.E., Pearson, R.C., and Foster, F., 1996, Chronology of Late Cretaceous igneous and hydrothermal events at the Golden Sunlight gold-silver breccia pipe, southwestern Montana: U.S. Geological Survey Bulletin 2155, iv, 48 p. ill, maps ;28 cm., https://doi.org/10.3133/b2155.","productDescription":"iv, 48 p. ill, maps ;28 cm.","costCenters":[],"links":[{"id":3349,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/bul/b2155/b2155.htm","linkFileType":{"id":5,"text":"html"}},{"id":163572,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/2155/report-thumb.jpg"},{"id":60974,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/2155/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689e4c","contributors":{"authors":[{"text":"DeWitt, Ed","contributorId":65081,"corporation":false,"usgs":true,"family":"DeWitt","given":"Ed","affiliations":[],"preferred":false,"id":210103,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Foord, Eugene E.","contributorId":96319,"corporation":false,"usgs":true,"family":"Foord","given":"Eugene","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":210106,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zartman, Robert E.","contributorId":47356,"corporation":false,"usgs":true,"family":"Zartman","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":210102,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Pearson, Robert C.","contributorId":83177,"corporation":false,"usgs":true,"family":"Pearson","given":"Robert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":210104,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Foster, Fess","contributorId":94308,"corporation":false,"usgs":true,"family":"Foster","given":"Fess","email":"","affiliations":[],"preferred":false,"id":210105,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70129437,"text":"70129437 - 1996 - Integration of orthophotographic and sidescan sonar imagery: an example from Lake Garda, Italy","interactions":[],"lastModifiedDate":"2017-09-06T12:06:23","indexId":"70129437","displayToPublicDate":"1996-10-22T14:26:00","publicationYear":"1996","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Integration of orthophotographic and sidescan sonar imagery: an example from Lake Garda, Italy","docAbstract":"<p>Digital orthophotos of Lake Garda basin area are available at the scale of up to 1:10,000 from a 1994 high altitude (average scale of 1:75,000) air photo coverage of Italy collected with an RC30 camera and Panatomic film. In October 1994 the lake bed was surveyed by USGS and CISIG personnel using a SIS 1000 Sea-Floor Mapping System. Subsystems of the SIS-1000 include high resolution sidescan sonar and sub-bottom profiler. The sidescan imagery was collected in ranges up to 1500m, while preserving a 50cm pixel resolution. The system was navigated using differential GPS. The extended operational range of the sidescan sonar permitted surveying the 370km lake area in 11 days. Data were compiled into a digital image with a pixel resolution of about 2m and stored as 12 gigabytes in exabyte 8mm tape and converted from WGS84 coordinate system to the European Datum (ED50) and integrated with bathymetric data digitized from maps.The digital bathymetric model was generated by interpolation using commercial software and was merged with the land elevation model to obtain a digital elevation model of the Lake Garda basin.The sidescan image data was also projected in the same coordinate system and seamed with the digital orthophoto of the land to produce a continuous image of the basin as if the water were removed. Some perspective scenes were generated by combining elevation and bathymetric data with basin and lake floor images. In deep water the lake's thermal structure created problems with the imagery indicating that winter or spring is best survey period. In shallow waters, ≤ 10 m, where data are missing, the bottom data gap can be filled with available images from the first few channels of the Daedalus built MIVIS, a 102 channel hyperspectral scanner with 20 channel bands of 0.020 μm width, operating in the visible part of the spectrum. By integrating orthophotos with sidescan imagery we can see how the basin morphology extends across the lake, the paths taken by the lake inlet along the lake bed and the areal distribution of sediments. An extensive exposure of debris aprons were noted on the western side of the lake. Various anthropogenic objects were recognized: pipelines, sites of waste disposal on the lake's bed, and relicts of Venitian and Austrian(?) boats.</p>","largerWorkType":{"id":24,"text":"Conference Paper"},"largerWorkTitle":"Proceedings of the International Society for Photogrammetry and Remote Sensing XVIIIth Congress, Vienna 1996","largerWorkSubtype":{"id":19,"text":"Conference Paper"},"language":"English","publisher":"International Society for Photogrammetry and Remote Sensing","usgsCitation":"Gentili, G., Twichell, D.C., and Schwab, B., 1996, Integration of orthophotographic and sidescan sonar imagery: an example from Lake Garda, Italy, <i>in</i> Proceedings of the International Society for Photogrammetry and Remote Sensing XVIIIth Congress, Vienna 1996, v. 31, no. B4, p. 289-294.","productDescription":"6 p.","startPage":"289","endPage":"294","costCenters":[{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true},{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":295612,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345483,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://www.isprs.org/proceedings/XXXI/congress/part4/default.aspx"}],"country":"Italy","otherGeospatial":"Lake Garda","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              10.469970703124998,\n              45.40519958164984\n            ],\n            [\n              10.892944335937498,\n              45.407127892214305\n            ],\n            [\n              10.8984375,\n              45.91198865118152\n            ],\n            [\n              10.479583740234375,\n              45.908166581916824\n            ],\n            [\n              10.469970703124998,\n              45.40519958164984\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"31","issue":"B4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5448c71de4b0f888a81b87ac","contributors":{"authors":[{"text":"Gentili, Giuseppe","contributorId":91431,"corporation":false,"usgs":true,"family":"Gentili","given":"Giuseppe","email":"","affiliations":[],"preferred":false,"id":503723,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Twichell, David C.","contributorId":87481,"corporation":false,"usgs":true,"family":"Twichell","given":"David","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":503722,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schwab, Bill","contributorId":20275,"corporation":false,"usgs":true,"family":"Schwab","given":"Bill","email":"","affiliations":[],"preferred":false,"id":503721,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70246866,"text":"70246866 - 1996 - Reflected seismic waves and their effect on strong shaking during the 1989 Loma Prieta, California, earthquake","interactions":[],"lastModifiedDate":"2023-07-19T16:57:39.435925","indexId":"70246866","displayToPublicDate":"1996-10-01T11:53:20","publicationYear":"1996","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1135,"text":"Bulletin of the Seismological Society of America","onlineIssn":"1943-3573","printIssn":"0037-1106","active":true,"publicationSubtype":{"id":10}},"title":"Reflected seismic waves and their effect on strong shaking during the 1989 Loma Prieta, California, earthquake","docAbstract":"<p><span>Our data indicate that critical and postcritical reflections from crustal layers and the Moho produced increased shaking at discrete distances along the San Francisco Peninsula during the 1989 Loma Prieta earthquake. These reflections may have produced an increase in amplitude that is as much as 10 times greater than that of the direct arrival. Peak amplitude-distance patterns measured from explosive sources, synthetic seismograms, aftershocks, and the mainshock of the 1989 Loma Prieta earthquake indicate that (1) point sources, such as explosions, produce similar peak amplitude-distance relations as distributed, double-couple sources when the crustal structure is approximately a Poisson solid; (2) peak amplitudes from smaller point sources (explosions) may be scaled to those of larger sources (earthquakes); and (3) reflections caused a pattern of high amplitudes at specific distances along the San Francisco Peninsula that geographically correlates with areas of reported damage following from the Loma Prieta mainshock. Our study indicates that critical and postcritical reflections were stronger influences on the locations of strong shaking than local geology because a number of sites around the San Francisco Bay that are underlain by unconsolidated sediments experienced much less shaking than sites that were underlain by hard rock. Furthermore, some severely shaken hard-rock sites were farther from the epicenter than many of the less severely shaken “soft-sediment” sites. Models of the regional crustal structure and seismic-wave propagation paths may be useful in identifying sites around the San Francisco Bay region that are at risk due to reflected seismic energy, and this type of analysis may be useful in other seismically active regions.</span></p>","language":"English","publisher":"Seismological Society of America","doi":"10.1785/BSSA0860051401","usgsCitation":"Catchings, R.D., and Kohler, W., 1996, Reflected seismic waves and their effect on strong shaking during the 1989 Loma Prieta, California, earthquake: Bulletin of the Seismological Society of America, v. 86, no. 5, p. 1401-1416, https://doi.org/10.1785/BSSA0860051401.","productDescription":"16 p.","startPage":"1401","endPage":"1416","costCenters":[{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"links":[{"id":419156,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -122.66803149342076,\n              37.89476323477227\n            ],\n            [\n              -122.66803149342076,\n              36.95129051719259\n            ],\n            [\n              -121.77355775499991,\n              36.95129051719259\n            ],\n            [\n              -121.77355775499991,\n              37.89476323477227\n            ],\n            [\n              -122.66803149342076,\n              37.89476323477227\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"86","issue":"5","noUsgsAuthors":false,"publicationDate":"1996-10-01","publicationStatus":"PW","contributors":{"authors":[{"text":"Catchings, Rufus D. 0000-0002-5191-6102 catching@usgs.gov","orcid":"https://orcid.org/0000-0002-5191-6102","contributorId":1519,"corporation":false,"usgs":true,"family":"Catchings","given":"Rufus","email":"catching@usgs.gov","middleInitial":"D.","affiliations":[{"id":234,"text":"Earthquake Hazards Program","active":true,"usgs":true},{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"preferred":true,"id":878332,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kohler, W.M.","contributorId":62999,"corporation":false,"usgs":true,"family":"Kohler","given":"W.M.","email":"","affiliations":[],"preferred":false,"id":878333,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":5610,"text":"fs11496 - 1996 - Availability of ground-water data for California, water year 1995","interactions":[],"lastModifiedDate":"2012-02-02T00:05:43","indexId":"fs11496","displayToPublicDate":"1996-10-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"114-96","title":"Availability of ground-water data for California, water year 1995","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/fs11496","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1996, Availability of ground-water data for California, water year 1995: U.S. Geological Survey Fact Sheet 114-96, [2] p. : ill., map ; 28 cm. ill., map ;, https://doi.org/10.3133/fs11496.","productDescription":"[2] p. : ill., map ; 28 cm. ill., map ;","costCenters":[],"links":[{"id":394,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://ca.water.usgs.gov/archive/groundwater_fact_sheets/95/","linkFileType":{"id":5,"text":"html"}},{"id":123045,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_114_96.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d88a","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528689,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6753,"text":"fs13096 - 1996 - South Florida Ecosystem Program; gaging flows in northeastern Florida Bay","interactions":[],"lastModifiedDate":"2021-12-02T16:18:07.819803","indexId":"fs13096","displayToPublicDate":"1996-10-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"130-96","title":"South Florida Ecosystem Program; gaging flows in northeastern Florida Bay","docAbstract":"<h1>Introduction</h1><p>The South Florida Ecosystem Restoration Program is an intergovernmental effort, involving a number of agencies, to reestablish and maintain the ecosystem of south Florida. One element of the restoration effort is the development of a firm scientific basis for resource decision making. The U.S. Geological Survey (USGS), one of the agencies, provides scientific information as part of the South Florida Ecosystem Restoration Program. The USGS began their own program, called the <a href=\"https://sflwww.er.usgs.gov/\" data-mce-href=\"https://sflwww.er.usgs.gov/\">South Florida Ecosystem Program</a>, in fiscal year 1995 for the purpose of gathering hydrologic, cartographic, and geologic data that relate to the mainland of south Florida, Florida Bay, and the Florida Keys and Reef ecosystems.</p><p>Management of the south Florida ecosystem involves the use of hydrologic models that simulate the flow of water through the region. As sheetflow is reestablished by flow management in the wetlands of the Everglades, it is expected that changes will also be reflected in the amount of freshwater exiting the mainland through the principal streams or as sheetflow into Florida Bay. Several agencies, including the USGS and the <a href=\"https://www.saj.usace.army.mil/\" data-mce-href=\"https://www.saj.usace.army.mil/\">U.S. Army Corps of Engineers</a> (COE), are planning to use hydrologic models to simulate and predict the flows into Florida Bay and the circulation patterns within the bay itself. These models can then be used to determine the effects that management of the inland water system will have on the amount of freshwater the bay receives from the mainland. This project will provide modelers with essential flow and specific conductance data along the mangrove zone where data have not been previously available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs13096","usgsCitation":"Patino, E., 1996, South Florida Ecosystem Program; gaging flows in northeastern Florida Bay: U.S. Geological Survey Fact Sheet 130-96, 2 p., https://doi.org/10.3133/fs13096.","productDescription":"2 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":122195,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/1996/0130/report-thumb.jpg"},{"id":34123,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/1996/0130/report.pdf","text":"Report","size":"1.04 MB","linkFileType":{"id":1,"text":"pdf"},"description":"FS 1996-130"}],"country":"United States","state":"Florida","otherGeospatial":"northeastern Florida Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.05438232421874,\n              24.804188177830667\n            ],\n            [\n              -80.39794921875,\n              24.804188177830667\n            ],\n            [\n              -80.39794921875,\n              25.309269760067775\n            ],\n            [\n              -81.05438232421874,\n              25.309269760067775\n            ],\n            [\n              -81.05438232421874,\n              24.804188177830667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","contact":"<p><a href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","tableOfContents":"<ul><li>Introduction</li><li>Project Goal</li><li>Background</li><li>Research Plan</li><li>Product Plans</li><li>Project Schedule</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e74e8","contributors":{"authors":[{"text":"Patino, Eduardo 0000-0003-1016-3658 epatino@usgs.gov","orcid":"https://orcid.org/0000-0003-1016-3658","contributorId":1743,"corporation":false,"usgs":true,"family":"Patino","given":"Eduardo","email":"epatino@usgs.gov","affiliations":[{"id":269,"text":"FLWSC-Ft. Lauderdale","active":true,"usgs":true},{"id":270,"text":"FLWSC-Tampa","active":true,"usgs":true}],"preferred":true,"id":153276,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6724,"text":"fs11796 - 1996 - The continuous-record streamflow data-collection program in Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:05:42","indexId":"fs11796","displayToPublicDate":"1996-10-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"117-96","title":"The continuous-record streamflow data-collection program in Maine","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/fs11796","usgsCitation":"Nielsen, J.P., 1996, The continuous-record streamflow data-collection program in Maine: U.S. Geological Survey Fact Sheet 117-96, 1 sheet ([2] p.) : ill., map ; 28 cm. ill., map ;, https://doi.org/10.3133/fs11796.","productDescription":"1 sheet ([2] p.) : ill., map ; 28 cm. ill., map ;","costCenters":[],"links":[{"id":125249,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/1996/0117/report-thumb.jpg"},{"id":34111,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/1996/0117/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db6689a9","contributors":{"authors":[{"text":"Nielsen, Joseph P.","contributorId":16393,"corporation":false,"usgs":true,"family":"Nielsen","given":"Joseph","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":153226,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6858,"text":"fs13296 - 1996 - South Florida Ecosystem Program; seepage beneath Levee 30 in northern Dade County","interactions":[],"lastModifiedDate":"2025-04-25T14:58:11.503157","indexId":"fs13296","displayToPublicDate":"1996-10-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"132-96","displayTitle":"South Florida Ecosystem Program; Seepage Beneath Levee 30 in Northern Dade County","title":"South Florida Ecosystem Program; seepage beneath Levee 30 in northern Dade County","docAbstract":"<h1>Introduction &nbsp;</h1><p>The South Florida Ecosystem Restoration Program is an intergovernmental effort, involving a number of agencies, to reestablish and maintain the ecosystem of south Florida. One element of the restoration effort is the development of a firm scientific basis for resource decision making. The U.S. Geological Survey (USGS), one of the agencies, provides scientific information as part of the South Florida Ecosystem Restoration Program. The USGS began their own program, called the <a href=\"https://www.usgs.gov/publications/south-florida-ecosystem-program-us-geological-survey\" data-mce-href=\"https://www.usgs.gov/publications/south-florida-ecosystem-program-us-geological-survey\">South Florida Ecosystem Program</a>, in fiscal year 1995 for the purpose of gathering hydrologic, cartographic, and geologic data that relate to the mainland of south Florida, Florida Bay, and the Florida Keys and Reef ecosystems.</p><p>The USGS, in collaboration with the <a href=\"https://www.saj.usace.army.mil/\" data-mce-href=\"https://www.saj.usace.army.mil/\">U.S. Army Corps of Engineers</a> (COE), is conducting a study to evaluate methods for quantifying seepage losses (outflows) from the Everglades to the subsurface sediments (aquifers) in the ecosystem. This study is being done to determine the seepage under Levee 30 in northern Dade County.</p>","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Reston, VA","doi":"10.3133/fs13296","usgsCitation":"Sonenshein, R.S., 1996, South Florida Ecosystem Program; seepage beneath Levee 30 in northern Dade County:  U.S. Geological Survey Fact Sheet 1996–132, https://doi.org/10.3133/fs13296.","productDescription":"HTML Document","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":118254,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/1996/0132/coverthb.jpg"},{"id":883,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/1996/0132/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -81.00193191795127,\n              26.79748133327763\n            ],\n            [\n              -81.00193191795127,\n              25.410669757308767\n            ],\n            [\n              -80.12188514662962,\n              25.410669757308767\n            ],\n            [\n              -80.12188514662962,\n              26.79748133327763\n            ],\n            [\n              -81.00193191795127,\n              26.79748133327763\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","contact":"<p><a href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","tableOfContents":"<ul><li>Introduction</li><li>Importance of Seepage Data</li><li>Project Goal</li><li>Background</li><li>Research Plan</li><li>Product Plans</li><li>Project Schedule</li></ul>","publishedDate":"1996-10-01","noUsgsAuthors":false,"publicationDate":"1996-10-01","publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e748d","contributors":{"authors":[{"text":"Sonenshein, Roy S.","contributorId":37323,"corporation":false,"usgs":true,"family":"Sonenshein","given":"Roy","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":153463,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6770,"text":"fs13196 - 1996 - Ground-Water Discharge to Biscayne Bay","interactions":[],"lastModifiedDate":"2025-04-25T15:00:29.171993","indexId":"fs13196","displayToPublicDate":"1996-10-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"131-96","displayTitle":"Ground-Water Discharge to Biscayne Bay","title":"Ground-Water Discharge to Biscayne Bay","docAbstract":"<h1>Introduction &nbsp;</h1><p>The South Florida Ecosystem Restoration Program is an intergovernmental effort, involving a number of agencies, to reestablish and maintain the ecosystem of south Florida. One element of the restoration effort is the development of a firm scientific basis for resource decision making. The U.S. Geological Survey (USGS), one of the agencies, provides scientific information as part of the South Florida Ecosystem Restoration Program. The USGS began their own program, called the South Florida Ecosystem Program, in fiscal year 1995 for the purpose of gathering hydrologic, cartographic, and geologic data that relate to the mainland of south Florida, Florida Bay, and the Florida Keys and Reef ecosystems.</p><p>Over the years, the construction of canals and levees has altered the natural hydrologic conditions of the Everglades. The canals and levees were constructed to convey water, prevent flooding, and store water in conservation areas for future use. The U.S. Army Corps of Engineers (COE) in Jacksonville, Fla., is planning to construct gated spillways and culverts to allow for the restoration of natural sheetflow conditions to Everglades National Park (ENP). These proposed changes may further affect the hydrologic conditions of ENP and other parts of the ecosystem, thus leading to the following questions:</p><ul><li>Is ground water flowing to Biscayne Bay a significant component of the water budget in south Florida?</li><li>Would the quantity of ground water flowing to Biscayne Bay be greatly affected by changes in the operation of gates and control structures in canals?</li><li>How much change in ground-water discharges to Biscayne Bay has occurred due to modifications to the hydrologic system?</li></ul><p>Federal, State, and local agencies need to know the effect that changes in the operation of gates and control structures in canals will have on the water-budget components of the natural water systems in south Florida, including ground-water flow to Biscayne Bay.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/fs13196","usgsCitation":"South Florida Ecosystem Program; ground-water discharges to Biscayne Bay; 1996; FS; 131-96; Quinones-Aponte, Vicente","productDescription":"HTML Document","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":117295,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.er.usgs.gov/thumbnails/fs_131_96.jpg"},{"id":793,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/1996/0131/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80.69995508465435,\n              26.6587729618319\n            ],\n            [\n              -80.69995508465435,\n              25.145410427425105\n            ],\n            [\n              -79.85441995142408,\n              25.145410427425105\n            ],\n            [\n              -79.85441995142408,\n              26.6587729618319\n            ],\n            [\n              -80.69995508465435,\n              26.6587729618319\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","contact":"<p><a href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","publishedDate":"1996-10-01","noUsgsAuthors":false,"publicationDate":"1996-10-01","publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7486","contributors":{"authors":[{"text":"Quinones-Aponte, Vicente","contributorId":48552,"corporation":false,"usgs":true,"family":"Quinones-Aponte","given":"Vicente","email":"","affiliations":[],"preferred":false,"id":153307,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2839,"text":"wsp2455 - 1996 - Implementation and verification of a one-dimensional, unsteady-flow model for Spring Brook near Warrenville, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp2455","displayToPublicDate":"1996-10-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2455","title":"Implementation and verification of a one-dimensional, unsteady-flow model for Spring Brook near Warrenville, Illinois","docAbstract":"A model based on de Sant-Venant equations for dynamic flow in open channels was calibrated and verified for a 0.75-mile urbanized reach of Spring Brook, a tributary to the West Branch Du Page River. The model was used to simulate flow in the reach, which passes through two short culverts, one with overbank flow during periods of high flow. Stage and discharge data were collected at 10 sites with the study reach during three high-flow periods. Simulated stages and discharges were compared graphically to field-collected data. Errors in simulated stage and discharge were small except when debris, not represented in the model, clogged the culvert.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2455","usgsCitation":"Turner, M.J., Pulokas, A.P., and Ishii, A., 1996, Implementation and verification of a one-dimensional, unsteady-flow model for Spring Brook near Warrenville, Illinois: U.S. Geological Survey Water Supply Paper 2455, iv, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2455.","productDescription":"iv, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":37,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WSP&number=2455","linkFileType":{"id":5,"text":"html"}},{"id":138980,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2455/report-thumb.jpg"},{"id":29405,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2455/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a04e4b07f02db5f84b8","contributors":{"authors":[{"text":"Turner, Mary J.","contributorId":91838,"corporation":false,"usgs":true,"family":"Turner","given":"Mary","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":145883,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pulokas, Anthony P.","contributorId":84348,"corporation":false,"usgs":true,"family":"Pulokas","given":"Anthony","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":145882,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ishii, Audrey L. alishii@usgs.gov","contributorId":1818,"corporation":false,"usgs":true,"family":"Ishii","given":"Audrey L.","email":"alishii@usgs.gov","affiliations":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"preferred":false,"id":145881,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":5085,"text":"fs12396 - 1996 - South Florida Ecosystem Program: Quantifying freshwater discharge for coastal hydraulic control structures in eastern Dade County, Florida","interactions":[],"lastModifiedDate":"2021-12-02T16:02:22.173541","indexId":"fs12396","displayToPublicDate":"1996-10-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"123-96","displayTitle":"South Florida Ecosystem Program: Quantifying Freshwater Discharge for Coastal Hydraulic Control Structures in Eastern Dade County, Florida","title":"South Florida Ecosystem Program: Quantifying freshwater discharge for coastal hydraulic control structures in eastern Dade County, Florida","docAbstract":"<p>The South Florida Ecosystem Restoration Program is an intergovernmental effort, involving a number of agencies, to reestablish and maintain the ecosystem of south Florida. One element of the restoration effort is the development of a firm scientific basis for resource decision making. The U.S. Geological Survey (USGS), one of the agencies, provides scientific information as part of the South Florida Ecosystem Restoration Program. The USGS began their ow program, called the South Florida Ecosystem Program, in fiscal year 1995 for the purpose of gathering hydrologic, cartographic, and geologic data that relate to the mainland of south Florida, Florida Bay, and the Florida Keys and Reef ecosystems.</p><p>As part of the South Florida Ecosystem Program, the USGS, in cooperation with the South Florida Water Management District (SFWMD), has conducted a study to determine discharge ratings for 16 coastal hydraulic control structures in eastern Dade County, Fla. Discharge data are needed to quantify water that can be made available for water supply and ecosystem restoration and to calibrate regional hydrologic models.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/fs12396","usgsCitation":"Kapadia, A., and Swain, E.D., 1996, South Florida Ecosystem Program: Quantifying freshwater discharge for coastal hydraulic control structures in eastern Dade County, Florida: U.S. Geological Survey Fact Sheet 123-96, 4 p., https://doi.org/10.3133/fs12396.","productDescription":"4 p.","numberOfPages":"4","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":139766,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs12396.jpg"},{"id":285404,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/0123-96/report.pdf","text":"Report","size":"1.79 MB","linkFileType":{"id":1,"text":"pdf"},"description":"FS 1996-123"}],"country":"United States","state":"Florida","county":"Dade County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -80.7503,25.0989 ], [ -80.7503,25.9794 ], [ -80.063,25.9794 ], [ -80.063,25.0989 ], [ -80.7503,25.0989 ] ] ] } } ] }","contact":"<p><a href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e74a2","contributors":{"authors":[{"text":"Kapadia, Amit","contributorId":52558,"corporation":false,"usgs":true,"family":"Kapadia","given":"Amit","email":"","affiliations":[],"preferred":false,"id":150392,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swain, Eric D. 0000-0001-7168-708X edswain@usgs.gov","orcid":"https://orcid.org/0000-0001-7168-708X","contributorId":1538,"corporation":false,"usgs":true,"family":"Swain","given":"Eric","email":"edswain@usgs.gov","middleInitial":"D.","affiliations":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"preferred":true,"id":150391,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018064,"text":"70018064 - 1996 - Meurigite, a new fibrous iron phosphate resembling kidwellite","interactions":[],"lastModifiedDate":"2024-10-07T17:20:40.334677","indexId":"70018064","displayToPublicDate":"1996-10-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2748,"text":"Mineralogical Magazine","active":true,"publicationSubtype":{"id":10}},"title":"Meurigite, a new fibrous iron phosphate resembling kidwellite","docAbstract":"<p><span>Meurigite is a new hydrated potassium iron phosphate related to kidwellite and with structural similarities to other late-stage fibrous ferric phosphate species. It has been found at four localities so far — the Santa Rita mine, New Mexico, U.S.A.; the Hagendorf-Sud pegmatite in Bavaria, Germany; granite pegmatite veins at Wycheproof, Victoria, Australia; and at the Gold Quarry Mine, Nevada, U.S.A. The Santa Rita mine is the designated type locality. Meurigite occurs as tabular, elongated crystals forming spherical and hemispherical clusters and drusy coatings. The colour ranges from creamy white to pale yellow and yellowish brown. At the type locality, the hemispheres may reach 2 mm across, but the maximum diameter reached in the other occurrences is usually less than 0.5 mm. A wide variety of secondary phosphate minerals accompanies meurigite at each locality, with dufrenite, cyrilovite, beraunite, rockbridgeite and leucophosphite amongst the most common. Vanadates and uranates occur with meurigite at the Gold Quarry mine.</span></p><p><span>Electron microprobe analysis and separate determination of H<sub><span class=\"sub\">2</span></sub>O and CO<sub><span class=\"sub\">2</span></sub>&nbsp;on meurigite from the type locality gave a composition for which several empirical formulae could be calculated. The preferred formula, obtained on the basis of 35 oxygen atoms, is&nbsp;<img src=\"https://static.cambridge.org/binary/version/id/urn:cambridge.org:id:binary:20210203061905704-0996:S0026461X00022003:S0026461X00022003_inline01.png?pub-status=live\" alt=\"\" data-mce-src=\"https://static.cambridge.org/binary/version/id/urn:cambridge.org:id:binary:20210203061905704-0996:S0026461X00022003:S0026461X00022003_inline01.png?pub-status=live\"><img src=\"https://static.cambridge.org/binary/version/id/urn:cambridge.org:id:binary:20210203061905704-0996:S0026461X00022003:S0026461X00022003_inline02.png?pub-status=live\" alt=\"\" data-mce-src=\"https://static.cambridge.org/binary/version/id/urn:cambridge.org:id:binary:20210203061905704-0996:S0026461X00022003:S0026461X00022003_inline02.png?pub-status=live\">&nbsp;which simplies&nbsp;<img src=\"https://static.cambridge.org/binary/version/id/urn:cambridge.org:id:binary:20210203061905704-0996:S0026461X00022003:S0026461X00022003_inline03.png?pub-status=live\" alt=\"\" data-mce-src=\"https://static.cambridge.org/binary/version/id/urn:cambridge.org:id:binary:20210203061905704-0996:S0026461X00022003:S0026461X00022003_inline03.png?pub-status=live\">&nbsp;Qualitative analyses only were obtained for meurigite from the other localities, due to the softness and openness of the aggregates. Because of the fibrous nature of meurigite, it was not possible to determine the crystal structure, hence the exact stoichiometry remains uncertain. The lustre of meurigite varies from vitreous to waxy for the Santa Rita mine mineral, to silky for the more open sprays and internal surfaces elsewhere. The streak is very pale yellow to cream and the estimated Mohs hardness is about 3. Cleavage is perfect on {001} and fragments from the type material have a mean specific gravity of 2.96.</span></p><p><span>The strongest lines in the X-ray powder pattern for the type material are (<i><span class=\"italic\">d</span></i><sub><span class=\"sub\">obs</span></sub>,<i><span class=\"italic\">I</span></i><sub><span class=\"sub\">obs</span></sub>,<i><span class=\"italic\">hkl</span></i>) 3.216(100)404; 4.84(90)111; 3.116(80)205; 4.32(70)112; 9.41(60)201; 3.470(60)800. The X-ray data were indexed on the basis of a monoclinic unit cell determined from electron diffraction patterns. The cell parameters, refined by least squares methods, are&nbsp;<i><span class=\"italic\">a</span></i>&nbsp;= 29.52(4),&nbsp;<i><span class=\"italic\">b</span></i>&nbsp;= 5.249(6),&nbsp;<i><span class=\"italic\">c</span>&nbsp;</i>= 18.26(1) Å, β = 109.27(7)°, V = 2672(3) Å<span class=\"sup\">3</span>, and Z = 4. The calculated density is 2.89 gcm<sup><span class=\"sup\">−3</span></sup>. The space group is either&nbsp;<i><span class=\"italic\">C</span></i>2,&nbsp;<i><span class=\"italic\">Cm</span></i>&nbsp;or&nbsp;<i><span class=\"italic\">C</span></i>2<i>/<span class=\"italic\">m</span></i>. X-ray powder data for meurigite are closely similar to those for kidwellite and phosphofibrite, but meurigite appears to be characterised by a strong 14 Å reflection. The relationship between these three minerals remains uncertain in the absence of structural data. On the available evidence, meurigite and kidwellite are not the respective K and Na-endmembers of a solid solution series. The meurigite cell parameters suggest it belongs to a structural family of fibrous ferric phosphates, such as rockbridgeite, dufrenite and beraunite, which have a discrete 5 Å fibre axis. Meurigite occurs in widely varying environments, its formation probably favoured by late-stage solutions rich in K rather than Na.</span></p>","language":"English","publisher":"Cambridge University Press","doi":"10.1180/minmag.1996.060.402.08","usgsCitation":"Birch, W., Pring, A., Self, P., Gibbs, R., Keck, E., Jensen, M., and Foord, E.E., 1996, Meurigite, a new fibrous iron phosphate resembling kidwellite: Mineralogical Magazine, v. 60, no. 402, p. 787-793, https://doi.org/10.1180/minmag.1996.060.402.08.","productDescription":"7 p.","startPage":"787","endPage":"793","costCenters":[],"links":[{"id":229057,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"60","issue":"402","noUsgsAuthors":false,"publicationDate":"2018-07-05","publicationStatus":"PW","scienceBaseUri":"505a5625e4b0c8380cd6d39d","contributors":{"authors":[{"text":"Birch, W.D.","contributorId":58793,"corporation":false,"usgs":true,"family":"Birch","given":"W.D.","email":"","affiliations":[],"preferred":false,"id":378354,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pring, A.","contributorId":49129,"corporation":false,"usgs":true,"family":"Pring","given":"A.","email":"","affiliations":[],"preferred":false,"id":378353,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Self, P.G.","contributorId":39148,"corporation":false,"usgs":true,"family":"Self","given":"P.G.","email":"","affiliations":[],"preferred":false,"id":378352,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gibbs, R.B.","contributorId":62358,"corporation":false,"usgs":true,"family":"Gibbs","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":378355,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Keck, E.","contributorId":37489,"corporation":false,"usgs":true,"family":"Keck","given":"E.","email":"","affiliations":[],"preferred":false,"id":378351,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Jensen, M.C.","contributorId":100561,"corporation":false,"usgs":true,"family":"Jensen","given":"M.C.","email":"","affiliations":[],"preferred":false,"id":378357,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Foord, Eugene E.","contributorId":96319,"corporation":false,"usgs":true,"family":"Foord","given":"Eugene","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":378356,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":70018143,"text":"70018143 - 1996 - Mesoscale variability of the Upper Colorado River snowpack","interactions":[],"lastModifiedDate":"2025-05-22T15:27:06.726259","indexId":"70018143","displayToPublicDate":"1996-10-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":5426,"text":"Hydrology Research","active":true,"publicationSubtype":{"id":10}},"title":"Mesoscale variability of the Upper Colorado River snowpack","docAbstract":"<p><span>In the mountainous regions of the Upper Colorado River Basin, snow course observations give local measurements of snow water equivalent, which can be used to estimate regional averages of snow conditions. We develop a statistical technique to estimate the mesoscale average snow accumulation, using 8 years of snow course observations. For each of three major snow accumulation regions in the Upper Colorado River Basin – the Colorado Rocky Mountains, Colorado, the Uinta Mountains, Utah, and the Wind River Range, Wyoming – the snow course observations yield a correlation length scale of 38 km, 46 km, and 116 km respectively. This is the scale for which the snow course data at different sites are correlated with 70 per cent correlation. This correlation of snow accumulation over large distances allows for the estimation of the snow water equivalent on a mesoscale basis. With the snow course data binned into 1/4° latitude by 1/4° longitude pixels, an error analysis shows the following: for no snow course data in a given pixel, the uncertainty in the water equivalent estimate reaches 50 cm; that is, the climatological variability. However, as the number of snow courses in a pixel increases the uncertainty decreases, and approaches 5-10 cm when there are five snow courses in a pixel.</span></p>","language":"English","publisher":"IWA Publishing","doi":"10.2166/nh.1996.0012","issn":"00291277","usgsCitation":"Ling, C.#., Josberger, E., and Thorndike, A., 1996, Mesoscale variability of the Upper Colorado River snowpack: Hydrology Research, v. 27, no. 5, p. 313-322, https://doi.org/10.2166/nh.1996.0012.","productDescription":"10 p.","startPage":"313","endPage":"322","costCenters":[],"links":[{"id":490145,"rank":2,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.2166/nh.1996.0012","text":"Publisher Index Page"},{"id":227141,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Colorado, Utah, Wyoming","otherGeospatial":"Colorado Rocky Mountains, Uinta Mountains, Wind River Mountains","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -114.15844553275595,\n              41.9798324402972\n            ],\n            [\n              -114.10760388812598,\n              41.000159808275725\n            ],\n            [\n              -114.18865089481211,\n              36.90993139672611\n            ],\n            [\n              -101.87782641943745,\n              36.967669012706196\n            ],\n            [\n              -102.03774025050646,\n              40.952239974490546\n            ],\n            [\n              -104.06822475901876,\n              41.11210122259824\n            ],\n            [\n              -104.08683443654017,\n              45.06198311193904\n            ],\n            [\n              -111.05706763796215,\n              45.01865212247415\n            ],\n            [\n              -111.08710226291933,\n              41.990407716174275\n            ],\n            [\n              -114.15844553275595,\n              41.9798324402972\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"27","issue":"5","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a544ae4b0c8380cd6cf3a","contributors":{"authors":[{"text":"Ling, C. #NAME?","contributorId":14133,"corporation":false,"usgs":true,"family":"Ling","given":"C.","email":"","middleInitial":"#NAME?","affiliations":[],"preferred":false,"id":378675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Josberger, E.G.","contributorId":61161,"corporation":false,"usgs":true,"family":"Josberger","given":"E.G.","email":"","affiliations":[],"preferred":false,"id":378677,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thorndike, A.S.","contributorId":41975,"corporation":false,"usgs":true,"family":"Thorndike","given":"A.S.","email":"","affiliations":[],"preferred":false,"id":378676,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70189413,"text":"70189413 - 1996 - Presentation and evaluation of a new multi-stage parameter estimation method using advective transport observations","interactions":[],"lastModifiedDate":"2017-07-12T13:31:21","indexId":"70189413","displayToPublicDate":"1996-09-30T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Presentation and evaluation of a new multi-stage parameter estimation method using advective transport observations","docAbstract":"<p>Observations of advective groundwater transport, generally inferred from concentration measurements, have been found to help in the estimation of groundwater flow parameters. Transverse dispersion, however, can make it difficult to determine the location of the groundwater advective front directly from concentration measurements. A three-stage iterative procedure is developed to estimate groundwater flow and transport parameters from head and concentration data, and is tested using an analytical model. The results are compared to those obtained when advective and dispersive transport parameters are estimated simultaneously. The iterative procedure can be effective at estimating advective and dispersive parameters that improve the fit to the concentration data, but the simultaneous procedure generally produces a better, optimal fit to the concentration data and, therefore, estimates more accurate and precise parameters values. This is accomplished in fewer iterations. It had been anticipated that this iterative procedure might be effective and efficient for using concentration data to estimate parameters of numerical models, but these preliminary results suggest that its utility is limited.&nbsp;</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Calibration and Reliability in Groundwater Modelling: Proceedings of the ModelCARE'96 Conference","largerWorkSubtype":{"id":12,"text":"Conference publication"},"conferenceTitle":"ModelCARE'96 Conference ","conferenceDate":"September 24-26","conferenceLocation":"Golden Colorado","language":"English","publisher":"IAHS","usgsCitation":"Anderman, E.R., Poeter, E.P., and Hill, M.C., 1996, Presentation and evaluation of a new multi-stage parameter estimation method using advective transport observations, chap. <i>of</i> Calibration and Reliability in Groundwater Modelling: Proceedings of the ModelCARE'96 Conference, p. 179-188.","productDescription":"9 p. ","startPage":"179","endPage":"188","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":343725,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59673546e4b0d1f9f05dd7f7","contributors":{"authors":[{"text":"Anderman, Evan R.","contributorId":95505,"corporation":false,"usgs":true,"family":"Anderman","given":"Evan","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":704536,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Poeter, Eileen P.","contributorId":78805,"corporation":false,"usgs":true,"family":"Poeter","given":"Eileen","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":704537,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hill, Mary C. mchill@usgs.gov","contributorId":974,"corporation":false,"usgs":true,"family":"Hill","given":"Mary","email":"mchill@usgs.gov","middleInitial":"C.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":704538,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29431,"text":"wri954222 - 1996 - Sediment transport, particle size, and loads in North Fish Creek in Bayfield County, Wisconsin, water years 1990-91","interactions":[],"lastModifiedDate":"2015-10-23T14:14:27","indexId":"wri954222","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4222","title":"Sediment transport, particle size, and loads in North Fish Creek in Bayfield County, Wisconsin, water years 1990-91","docAbstract":"<p>North Fish Creek is underused as a trout and salmon hatchery despite its excellent water quality. The shifting-sand streambed in the lower 9 miles of the stream inhibits successful spawning and is a poor habitat for macroinvertebrates, the primary food for juvenile trout and salmon. To provide data necessary for evaluation of potential sand-loading-control practices, the U.S. Geological Survey determined total-sediment transport, particle size, and loads for three sites, designated A, B, and C, on North Fish Creek during water years 1990-91.</p>\n<p>At site C, the most upstream site, all sediment was transported as suspended sediment. The average annual total-sediment load during 1990- 91 was 479 tons. About 88 percent of the load was transported during periods of snowmelt or storm runoff. About 75 percent of the sediment load was silt- and clay-size particles; the remainder was sand.</p>\n<p>Total-sediment discharge was calculated by the modified-Einstein procedure to determine total sediment transport-rate relations for site A, the most downstream site, and for site B. Annual totalsediment load was 11,960 tons in water year 1990 and 18,430 tons in water year 1991 at site B. About 97 percent of the total load was transported during periods of snowmelt and storm runoff. About 60 percent of the total-sediment load was sand-size particles.</p>\n<p>Annual total-sediment loads were 20,690 tons and 33,100 tons in water years 1990 and 1991, respectively, at site A. About 67 percent of the total-sediment load was sand-size particles.</p>\n<p>Annual average streamflow, as indicated by flow in the Bois Brule River, was about 16 percent below average in water year 1990, and about 4 percent above average in water year 1991.</p>\n<p>There was little relation between watershed area and sediment loads for the three sites. The watershed of site C is about 41 percent of that of site A, but the sand load at site C was only 1 percent of that at site A. The watershed area between sites B and C is 40 percent of that above site A, but this area yielded 49 percent of the sand load at site A. Nineteen percent of the watershed above site A is between sites A and B, yet this area yielded about 50 percent of the sand load at site A.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954222","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Rose, W.J., and Graczyk, D., 1996, Sediment transport, particle size, and loads in North Fish Creek in Bayfield County, Wisconsin, water years 1990-91: U.S. Geological Survey Water-Resources Investigations Report 95-4222, iv, 18 p., https://doi.org/10.3133/wri954222.","productDescription":"iv, 18 p.","numberOfPages":"22","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":159782,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4222/report-thumb.jpg"},{"id":58279,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4222/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Bayfield County","otherGeospatial":"Fish Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -91.47216796875,\n              46.32796494040748\n            ],\n            [\n              -91.47216796875,\n              46.645665192584936\n            ],\n            [\n              -90.9722900390625,\n              46.645665192584936\n            ],\n            [\n              -90.9722900390625,\n              46.32796494040748\n            ],\n            [\n              -91.47216796875,\n              46.32796494040748\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbe76","contributors":{"authors":[{"text":"Rose, W. J.","contributorId":14433,"corporation":false,"usgs":true,"family":"Rose","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201516,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Graczyk, D.J.","contributorId":108119,"corporation":false,"usgs":true,"family":"Graczyk","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":201517,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26814,"text":"wri954154 - 1996 - Technique for estimating magnitude and frequency of peak flows in Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri954154","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4154","title":"Technique for estimating magnitude and frequency of peak flows in Maryland","docAbstract":"Methods are presented for estimating peak-flow magnitudes of selected frequencies for drainage basins in Maryland. The methods were developed by generalized least-squares regression techniques using data from 219 streamflow-gaging stations in and near Maryland, and apply to peak flows with recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years. The State is divided into five hydrologic regions: the Appalachian Plateaus and Allegheny Ridges region, the Blue Ridge and Great Valley region, the Piedmont region, the Western Coastal Plain region, and the Eastern Coastal Plain region. Sets of equations for calculating peak discharges based on physical basin characteristics and their associated standard errors of prediction are provided for each of the five hydrologic regions. Basin characteristics and flood-frequency characteristics are tabulated for 236 streamflow- gaging stations in Maryland and surrounding States. Methods of estimating peak flows at sites in Maryland for ungaged and gaged sites are presented.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954154","usgsCitation":"Dillow, J., 1996, Technique for estimating magnitude and frequency of peak flows in Maryland: U.S. Geological Survey Water-Resources Investigations Report 95-4154, iv, 55 p. with errata : ill., maps ; 28 cm., https://doi.org/10.3133/wri954154.","productDescription":"iv, 55 p. with errata : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":158402,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":2097,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri954154/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6861bb","contributors":{"authors":[{"text":"Dillow, Jonathan J.A.","contributorId":18412,"corporation":false,"usgs":true,"family":"Dillow","given":"Jonathan J.A.","affiliations":[],"preferred":false,"id":197052,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27446,"text":"wri954273 - 1996 - Effects of increased urbanization from 1970's to 1990's on storm-runoff characteristics in Perris Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri954273","displayToPublicDate":"1996-09-01T00:00:00","publicationYear":"1996","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":"95-4273","title":"Effects of increased urbanization from 1970's to 1990's on storm-runoff characteristics in Perris Valley, California","docAbstract":"Urban areas in Perris Valley, California, have more than tripled during the last 20 years. To quantify the effects of increased urbanization on storm runoff volumes and peak discharges, rainfall-runoff models of the basin were developed to simulate runoff for 1970-75 and 1990-93 conditions. Hourly rainfall data for 1949-93 were used with the rainfall-runoff models to simulate a long-term record of storm runoff. The hydrologic effects of increased urbanization from 1970-75 to 1990-93 were analyzed by comparing the simulated annual peak discharges and volumes, and storm runoff peaks, frequency of annual peak discharges and runoff volumes, and duration of storm peak discharges for each study period. A Log-Pearson Type-III frequency analysis was calculated using the simulated annual peaks to estimate the 2-, 5-, 10-, 25-, 50-, and 100-year recurrence intervals. The estimated 2-year discharge at the outlet of the basin was 646 cubic feet per second for the 1970-75 conditions and 1,328 cubic feet per second for the 1990-93 conditions. The 100-year discharge at the outlet of the basin was about 14,000 cubic feet per second for the 1970-75 and 1990-93 conditions. The station duration analysis used 925 model-simulated storm peaks from each basin to estimate the percent chance a peak discharge is exceeded. At the outlet of the basin, the chances of exceeding 100 cubic feet per second were about 33 percent under 1970-75 conditions and about 59 percent under 1990-93 conditions. The chance of exceeding 2,500 cubic feet per second at the outlet of the basin was less than 1 percent higher under the 1990-93 conditions than under the 1970-75 conditions. The increase in urbanization from the early 1970's to the early 1990's more than doubled the peak discharges with a 2-year return period. However, peak discharges with return periods greater than 50 years were not significantly affected by the change in urbanization.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri954273","usgsCitation":"Guay, J.R., 1996, Effects of increased urbanization from 1970's to 1990's on storm-runoff characteristics in Perris Valley, California: U.S. Geological Survey Water-Resources Investigations Report 95-4273, v, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri954273.","productDescription":"v, 59 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123863,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4273/report-thumb.jpg"},{"id":56304,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4273/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610ee3","contributors":{"authors":[{"text":"Guay, J. R.","contributorId":108127,"corporation":false,"usgs":true,"family":"Guay","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198131,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}