{"pageNumber":"958","pageRowStart":"23925","pageSize":"25","recordCount":46896,"records":[{"id":71110,"text":"wdrPA043 - 2005 - Water resources data, Pennsylvania, water year 2004—Volume 3. Ohio and St. Lawrence River basins","interactions":[],"lastModifiedDate":"2018-05-29T13:03:43","indexId":"wdrPA043","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-04-3","title":"Water resources data, Pennsylvania, water year 2004—Volume 3. Ohio and St. Lawrence River basins","docAbstract":"<p>Water resources data for the 2004 water year for Pennsylvania consist of records of discharge and water quality of streams; contents and elevations of lakes and reservoirs; and water levels and water quality of ground-water wells. This report, Volume 3 contains (1) discharge records for 60 continuous-record streamflow-gaging stations, 6 partial-record stations and 13 special study and miscellaneous streamflow sites; (2) elevation and contents records for 11 lakes and reservoirs; (3) water-quality records for 4 lakes and reservoirs; (4) water-quality records for 23 gaging stations and 26 ungaged streamsites; (5) water-level records for 23 ground-water network observation wells; (6) ground-water-quality records for 19 miscellaneous wells. Site locations are shown in figures throughout the report. Additional water data collected at various sites not involved in the systematic data-collection program are also presented. These data together with the data in Volumes 1 and 2, represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrPA043","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Protection, the Pittsburgh District of the U.S. Army Corps of Engineers, and with other State, municipal, and Federal agencies","usgsCitation":"Siwicki, R.W., 2005, Water resources data, Pennsylvania, water year 2004—Volume 3. Ohio and St. Lawrence River basins: U.S. Geological Survey Water Data Report PA-04-3, 355 p., https://doi.org/10.3133/wdrPA043.","productDescription":"355 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":6814,"rank":100,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-3/WDR-PA-04-3.pdf","text":"Report","size":"4.72 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WDR PA 2004-3"},{"id":192866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-3/coverthb.jpg"}],"scale":"100000","contact":"<p><a href=\"mailto:dc_pa@usgs.gov\" data-mce-href=\"mailto:dc_pa@usgs.gov\">Director</a>, <a href=\"https://pa.water.usgs.gov/\" data-mce-href=\"https://pa.water.usgs.gov/\">Pennsylvania Water Science Center</a><br> U.S. Geological Survey <br> 215 Limekiln Road <br> New Cumberland, PA 17070</p>","tableOfContents":"<ul><li>Preface</li><li>List of surface-water stations, in downstream order, for which records are published in this volume</li><li>List of ground-water wells, by county, for which records are published in this volume</li><li>List of discontinued continuous-record surface-water discharge stations</li><li>List of discontinued continuous-record surface-water-quality stations</li><li>Pennsylvania Water Science Center office locations and addresses</li><li>Introduction</li><li>Cooperation</li><li>Summary of hydrologic conditions</li><li>Special networks and programs</li><li>Explanation of the records</li><li>Explanation of stage- and water-discharge records</li><li>Explanation of water-quality records</li><li>Explanation of ground-water-level records</li><li>Ground-water-quality data</li><li>Access to USGS Water Data</li><li>Definition of terms</li><li>Techniques of Water-Resources Investigations of the U.S. Geological Survey</li><li>Special Notes, Remark Codes, and Selected Constituent Definitions</li><li>Station records, surface water</li><li>Special Notes, Remark Codes, and Selected Constituent Definitions</li><li>Station records, ground water</li><li>Index</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ef00","contributors":{"authors":[{"text":"Siwicki, Raymond W.","contributorId":12548,"corporation":false,"usgs":true,"family":"Siwicki","given":"Raymond","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":283652,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":71114,"text":"ofr20041317 - 2005 - Water-quality data from two agricultural drainage basins in northwestern Indiana and northeastern Illinois: I. Lagrangian and synoptic data, 1999-2002","interactions":[],"lastModifiedDate":"2020-02-03T20:21:42","indexId":"ofr20041317","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","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":"2004-1317","title":"Water-quality data from two agricultural drainage basins in northwestern Indiana and northeastern Illinois: I. Lagrangian and synoptic data, 1999-2002","docAbstract":"<p><span>Methods of data collection and results of analyses are presented for Lagrangian and synoptic water-quality data collected from two agricultural drainages, the Iroquois </span>River<span> in northwestern Indiana and Sugar Creek in northwestern </span>Indiana<span> and northeastern </span>Illinois. During six separate sampling trips, in April, June and September 1999, May 2000, September 2001 and April 2002, 152 discrete water samples were collected to characterize the water chemistry over the course of 2 to 4 days on each of these drainages. Data were collected for nutrients, major inorganic constituents, dissolved organic carbon, trace elements, dissolved gases, total bacterial cell counts, chlorophyll-<i>a</i> concentrations, and suspended sediment concentrations. In addition, field measurements of streamflow, pH, specific conductance, water temperature, and dissolved oxygen concentration were made during all trips except April 1999.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20041317","usgsCitation":"Antweiler, R.C., Smith, R.L., Voytek, M.A., Bohlke, J., and Richards, K.D., 2005, Water-quality data from two agricultural drainage basins in northwestern Indiana and northeastern Illinois: I. Lagrangian and synoptic data, 1999-2002 (Revised October 2005): U.S. Geological Survey Open-File Report 2004-1317, 227 p., https://doi.org/10.3133/ofr20041317.","productDescription":"227 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":192869,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":342007,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2004/1317/OFR%2020041317.pdf"},{"id":6817,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2004/1317/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Indiana, Illinois ","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.53333333333333,40.53333333333333 ], [ -87.53333333333333,40.88333333333333 ], [ -87.25,40.88333333333333 ], [ -87.25,40.53333333333333 ], [ -87.53333333333333,40.53333333333333 ] ] ] } } ] }","edition":"Revised October 2005","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faa12","contributors":{"authors":[{"text":"Antweiler, Ronald C. 0000-0001-5652-6034 antweil@usgs.gov","orcid":"https://orcid.org/0000-0001-5652-6034","contributorId":1481,"corporation":false,"usgs":true,"family":"Antweiler","given":"Ronald","email":"antweil@usgs.gov","middleInitial":"C.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":283667,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, Richard L. 0000-0002-3829-0125 rlsmith@usgs.gov","orcid":"https://orcid.org/0000-0002-3829-0125","contributorId":1592,"corporation":false,"usgs":true,"family":"Smith","given":"Richard","email":"rlsmith@usgs.gov","middleInitial":"L.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":36183,"text":"Hydro-Ecological Interactions Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":38175,"text":"Toxics Substances Hydrology Program","active":true,"usgs":true}],"preferred":true,"id":283668,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voytek, Mary A.","contributorId":91943,"corporation":false,"usgs":true,"family":"Voytek","given":"Mary","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":283670,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bohlke, John Karl 0000-0001-5693-6455","orcid":"https://orcid.org/0000-0001-5693-6455","contributorId":66293,"corporation":false,"usgs":true,"family":"Bohlke","given":"John Karl","affiliations":[],"preferred":false,"id":283669,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Richards, Kevin D. krichard@usgs.gov","contributorId":280,"corporation":false,"usgs":true,"family":"Richards","given":"Kevin","email":"krichard@usgs.gov","middleInitial":"D.","affiliations":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"preferred":false,"id":283666,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":71116,"text":"ofr20051283 - 2005 - Assessment of characteristics and remedial alternatives for abandoned mine drainage : case study at Staple Bend Tunnel unit of Allegheny Portage Railroad National Historic Site, Cambria County, Pennsylvania, 2004","interactions":[],"lastModifiedDate":"2017-07-10T10:39:24","indexId":"ofr20051283","displayToPublicDate":"2005-08-30T00:00:00","publicationYear":"2005","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":"2005-1283","title":"Assessment of characteristics and remedial alternatives for abandoned mine drainage : case study at Staple Bend Tunnel unit of Allegheny Portage Railroad National Historic Site, Cambria County, Pennsylvania, 2004","docAbstract":"<p>This report describes field, laboratory, and computational methods that could be used to assess remedial strategies for abandoned mine drainage (AMD). During April-June, 2004, the assessment process was applied to AMD from bituminous coal deposits at a test site in the Staple Bend Tunnel Unit of Allegheny Portage Railroad National Historic Site (ALPO-SBTU) in Cambria County, Pennsylvania. The purpose of this study was (1) to characterize the AMD quantity and quality within the ALPO-SBTU test site; (2) to evaluate the efficacy of limestone or steel slag for neutralization of the AMD on the basis of reaction-rate measurements; and (3) to identify possible alternatives for passive or active treatment of the AMD. The data from this case study ultimately will be used by the National Park Service (NPS) to develop a site remediation plan. The approach used in this study could be applicable at other sites subject to drainage from abandoned coal or metal mines.</p><p>During April 2004, AMD from 9 sources (sites1, 1Fe, Fe, 2, 3, 3B, 5, 6, and 7) at the ALPO-SBTU test site had a combined flow rate of 1,420 gallons per minute (gal/min) and flow-weighted averages for pH of 3.3, net acidity of 55 milligrams per liter (mg/L) as CaCO3, and concentrations of dissolved sulfate, aluminum, iron, and manganese of 694 mg/L, 4.4 mg/L, 0.74 mg/L, and 1.2 mg/L, respectively. These pH, net acidity, sulfate, and aluminum values exceed effluent criteria for active mines in Pennsylvania.</p><p>During April-June 2004, limestone and steel slag that were locally available were tested in the laboratory for their composition, approximate surface area, and potential to neutralize samples of the AMD. Although the substrates had a similar particle-size distribution and identical calcium content (43 percent as calcium oxide), the limestone was composed of crystalline carbonates and the slag was composed of silicate glass and minerals. After a minimum of 8 hours contact between the AMD and limestone or steel slag in closed containers (cubitainers), near-neutral effluent was produced. With prolonged contact between the AMD and limestone or steel slag, the concentrations of iron, aluminum, and most dissolved trace elements in effluent from the cubitainers declined while pH was maintained greater than 6.0 and less than 9.0. The cubitainer testing demonstrated (1) lower alkalinity production but higher pH of AMD treated with steel slag compared to limestone, and (2) predictable relations between the effluent quality, detention time, and corresponding flow rate and bulk volume for a bed of crushed limestone or steel slag in an AMD passive-treatment system.</p><p>The process for evaluating AMD remedial strategies at the ALPO-SBTU test site involved the computation and ranking of the metal loadings during April 2004 for each of the AMD sources and a comparison of the data on AMD flow and chemistry (alkalinity, acidity, dissolved oxygen, ferric iron, aluminum) with published criteria for selection of passive-treatment technology. Although neutralization of the AMD by reaction with limestone was demonstrated with cubitainer tests, an anoxic limestone drain (ALD) was indicated as inappropriate for any AMD source at the test site because all had excessive concentrations of dissolved oxygen and (or) aluminum. One passive-treatment scenario that was identified for the individual or combined AMD sources involved an open limestone channel (OLC) to collect the AMD source(s), a vertical flow compost wetland (VFCW) to add alkalinity, and an aerobic wetland to facilitate iron and manganese oxidation and retention of precipitated solids. Innovative passive-system designs that direct flow upward through submerged layers of limestone and/or steel slag and that incorporate siphons for automatic flushing of solids to a pond also may warrant consideration. Alternatively, an active-treatment system with a hydraulic-powered lime doser could be employed instead of the VFCW or upflow system. Now, given these data on AMD flow and chemistry and identified remedial technologies, a resource manager can use a publicly available computer program such as \"AMDTreat\" to evaluate the potential sizes and costs of various remedial alternatives.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20051283","usgsCitation":"Cravotta, C.A., 2005, Assessment of characteristics and remedial alternatives for abandoned mine drainage : case study at Staple Bend Tunnel unit of Allegheny Portage Railroad National Historic Site, Cambria County, Pennsylvania, 2004 (Online only): U.S. Geological Survey Open-File Report 2005-1283, 58 p., https://doi.org/10.3133/ofr20051283.","productDescription":"58 p.","onlineOnly":"Y","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":192909,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6819,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1283/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -79.5,40.583333333333336 ], [ -79.5,40.63333333333333 ], [ -79.33333333333333,40.63333333333333 ], [ -79.33333333333333,40.583333333333336 ], [ -79.5,40.583333333333336 ] ] ] } } ] }","edition":"Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672858","contributors":{"authors":[{"text":"Cravotta, Charles A. III, 0000-0003-3116-4684 cravotta@usgs.gov","orcid":"https://orcid.org/0000-0003-3116-4684","contributorId":2193,"corporation":false,"usgs":true,"family":"Cravotta","given":"Charles","suffix":"III,","email":"cravotta@usgs.gov","middleInitial":"A.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":false,"id":283678,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":71084,"text":"wdrPA041 - 2005 - Water resources data, Pennsylvania, water year 2004—Volume 1. Delaware River basin","interactions":[],"lastModifiedDate":"2018-05-29T12:55:53","indexId":"wdrPA041","displayToPublicDate":"2005-08-25T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-04-1","title":"Water resources data, Pennsylvania, water year 2004—Volume 1. Delaware River basin","docAbstract":"<p>Water resources data for the 2004 water year for Pennsylvania consist of records of discharge and water quality of streams; contents and elevations of lakes and reservoirs; and water levels and water quality of ground-water wells. This report, Volume 1 contains (1) discharge records for 79 continuous-record streamflow-gaging stations, 8 partial record stations, 19 special-study and miscellaneous streamflow sites; (2) elevation and contents records for 13 lakes and reservoirs, and water-quality records for 6 lakes and reservoirs; (3) water-quality records for 38 gaging stations and 12 ungaged streamsites; (4) water-quality records for 82 special-study stations; (5) water-level records for 52 network observation wells; and (6) water-quality analyses of ground water from 16 ground-water wells. Site locations are shown in figures 6-18. Additional water data collected at various sites not involved in the systematic data-collection program are also presented. These data together with the data in Volumes 2 and 3, represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrPA041","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Protection, the Philadelphia District of the U.S. Army Corps of Engineers, the Chester County Water Resources Authority, and with other State, municipal, and Federal agencies","usgsCitation":"Durlin, R., and Schaffstall, W., 2005, Water resources data, Pennsylvania, water year 2004—Volume 1. Delaware River basin: U.S. Geological Survey Water Data Report PA-04-1, 671 p., https://doi.org/10.3133/wdrPA041.","productDescription":"671 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":6772,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-1/WDR-PA-04-1.pdf","text":"Report","size":"11.5 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WDR PA-04-1"},{"id":185836,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/2004/wdr-pa-04-1/coverthb.jpg"}],"contact":"<p><a href=\"mailto:dc_pa@usgs.gov\" data-mce-href=\"mailto:dc_pa@usgs.gov\">Director</a>, <a href=\"https://pa.water.usgs.gov/\" data-mce-href=\"https://pa.water.usgs.gov/\">Pennsylvania Water Science Center</a><br> U.S. Geological Survey <br> 215 Limekiln Road <br> New Cumberland, PA 17070</p>","tableOfContents":"<ul><li>Preface</li><li>List of surface-water stations, in downstream order, for which records are published in this volume</li><li>List of ground-water wells, by county, for which records are published in this volume</li><li>List of discontinued continuous-record surface-water discharge stations</li><li>List of discontinued continuous-record surface-water-quality stations</li><li>Pennsylvania District office locations and addresses</li><li>Introduction</li><li>Cooperation</li><li>Summary of hydrologic conditions</li><li>Special networks and programs</li><li>Explanation of the records</li><li>Access to USGS Water Data</li><li>Definition of terms</li><li>Publications on Techniques of Water-Resources Investigations</li><li>Special Notes, Remark Codes, and Selected Constituent Definitions</li><li>Station records, surface water</li><li>Special Notes, Remark Codes, and Selected Constituent Definitions</li><li>Station records, ground water</li><li>Index</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0c36","contributors":{"authors":[{"text":"Durlin, R.R.","contributorId":67116,"corporation":false,"usgs":true,"family":"Durlin","given":"R.R.","affiliations":[],"preferred":false,"id":283617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schaffstall, W.P.","contributorId":20010,"corporation":false,"usgs":true,"family":"Schaffstall","given":"W.P.","affiliations":[],"preferred":false,"id":283616,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":71070,"text":"fs20053094 - 2005 - The value of hydrologic data and interagency coordination in protecting drinking-water supplies in Minnesota rivers","interactions":[],"lastModifiedDate":"2012-02-02T00:13:45","indexId":"fs20053094","displayToPublicDate":"2005-08-25T00:00:00","publicationYear":"2005","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":"2005-3094","title":"The value of hydrologic data and interagency coordination in protecting drinking-water supplies in Minnesota rivers","language":"ENGLISH","doi":"10.3133/fs20053094","usgsCitation":"Stark, J., Arntson, A., and Brostrom, D., 2005, The value of hydrologic data and interagency coordination in protecting drinking-water supplies in Minnesota rivers: U.S. Geological Survey Fact Sheet 2005-3094, 4 p., https://doi.org/10.3133/fs20053094.","productDescription":"4 p.","costCenters":[],"links":[{"id":121198,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2005_3094.bmp"},{"id":6763,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/fs2005-3094/","linkFileType":{"id":5,"text":"html"}}],"scale":"5000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62f056","contributors":{"authors":[{"text":"Stark, J. R.","contributorId":100406,"corporation":false,"usgs":true,"family":"Stark","given":"J. R.","affiliations":[],"preferred":false,"id":283592,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Arntson, A.D.","contributorId":100026,"corporation":false,"usgs":true,"family":"Arntson","given":"A.D.","email":"","affiliations":[],"preferred":false,"id":283591,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brostrom, D.L.","contributorId":25035,"corporation":false,"usgs":true,"family":"Brostrom","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":283590,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":71076,"text":"ofr20051027 - 2005 - An operational mean high water datum for determination of shoreline position from topographic Lidar data","interactions":[],"lastModifiedDate":"2012-02-02T00:13:45","indexId":"ofr20051027","displayToPublicDate":"2005-08-25T00:00:00","publicationYear":"2005","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":"2005-1027","title":"An operational mean high water datum for determination of shoreline position from topographic Lidar data","language":"ENGLISH","doi":"10.3133/ofr20051027","usgsCitation":"Weber, K., List, J., and Morgan, K., 2005, An operational mean high water datum for determination of shoreline position from topographic Lidar data (Online only): U.S. Geological Survey Open-File Report 2005-1027, Unpaginated online content, https://doi.org/10.3133/ofr20051027.","productDescription":"Unpaginated online content","onlineOnly":"Y","costCenters":[],"links":[{"id":6768,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1027/","linkFileType":{"id":5,"text":"html"}},{"id":185997,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"5000000","edition":"Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db684204","contributors":{"authors":[{"text":"Weber, Kathryn M.","contributorId":83387,"corporation":false,"usgs":true,"family":"Weber","given":"Kathryn M.","affiliations":[],"preferred":false,"id":283603,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"List, Jeffrey H. jlist@usgs.gov","contributorId":2416,"corporation":false,"usgs":true,"family":"List","given":"Jeffrey H.","email":"jlist@usgs.gov","affiliations":[{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true}],"preferred":false,"id":283602,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Morgan, Karen L.M. 0000-0002-2994-5572","orcid":"https://orcid.org/0000-0002-2994-5572","contributorId":95553,"corporation":false,"usgs":true,"family":"Morgan","given":"Karen L.M.","affiliations":[],"preferred":false,"id":283604,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":71065,"text":"sir20055048 - 2005 - Well log analysis to assist the interpretation of 3-D seismic data at Milne Point, north slope of Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:13:45","indexId":"sir20055048","displayToPublicDate":"2005-08-23T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5048","title":"Well log analysis to assist the interpretation of 3-D seismic data at Milne Point, north slope of Alaska","docAbstract":"In order to assess the resource potential of gas hydrate deposits in the North Slope of Alaska, 3-D seismic and well data at Milne Point were obtained from BP Exploration (Alaska), Inc. The well-log analysis has three primary purposes: (1) Estimate gas hydrate or gas saturations from the well logs; (2) predict P-wave velocity where there is no measured P-wave velocity in order to generate synthetic seismograms; and (3) edit P-wave velocities where degraded borehole conditions, such as washouts, affected the P-wave measurement significantly. Edited/predicted P-wave velocities were needed to map the gas-hydrate-bearing horizons in the complexly faulted upper part of 3-D seismic volume. The estimated gas-hydrate/gas saturations from the well logs were used to relate to seismic attributes in order to map regional distribution of gas hydrate inside the 3-D seismic grid.\r\n\r\nThe P-wave velocities were predicted using the modified Biot-Gassmann theory, herein referred to as BGTL, with gas-hydrate saturations estimated from the resistivity logs, porosity, and clay volume content. The effect of gas on velocities was modeled using the classical Biot-Gassman theory (BGT) with parameters estimated from BGTL.","language":"ENGLISH","doi":"10.3133/sir20055048","usgsCitation":"Lee, M.W., 2005, Well log analysis to assist the interpretation of 3-D seismic data at Milne Point, north slope of Alaska (Version 1.0): U.S. Geological Survey Scientific Investigations Report 2005-5048, 23 p., https://doi.org/10.3133/sir20055048.","productDescription":"23 p.","costCenters":[],"links":[{"id":185833,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6759,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5048/","linkFileType":{"id":5,"text":"html"}}],"scale":"5000000","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47d9e4b07f02db4b5c0b","contributors":{"authors":[{"text":"Lee, Myung W. mlee@usgs.gov","contributorId":779,"corporation":false,"usgs":true,"family":"Lee","given":"Myung","email":"mlee@usgs.gov","middleInitial":"W.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":283585,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":71064,"text":"sir20055031 - 2005 - Water use and availability in the Woonasquatucket and Moshassuck River basins, north-central Rhode Island","interactions":[],"lastModifiedDate":"2016-08-25T11:17:12","indexId":"sir20055031","displayToPublicDate":"2005-08-23T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5031","title":"Water use and availability in the Woonasquatucket and Moshassuck River basins, north-central Rhode Island","docAbstract":"<p>The Woonasquatucket River Basin includes 51.0 square miles, and the Moshassuck River Basin includes 23.8 square miles in north-central Rhode Island. The study area comprises these two basins. The two basins border each other with the Moshassuck River Basin to the northeast of the Woonasquatucket River Basin. Seven towns are in the Woonasquatucket River Basin, and six towns are in the Moshassuck River Basin. To determine the water use and availability in the study area, water supply and discharge data were collected for these river basins for the 1995–99 period, and compared to estimated long-term water available. </p><p>The study area is unique in the State of Rhode Island, because no withdrawals from major public suppliers were made during the study period. Withdrawals were, therefore, limited to self-supplied domestic use, two minor suppliers, and one self-supplied industrial user. Because no metered data were available, the summer water withdrawals were assumed to be the same as the estimates for the rest of the year. Seven major water suppliers distribute an average of 17.564 million gallons per day for use in the study area from sources outside of the study area. The withdrawals from minor water suppliers were 0.017 million gallons per day in the study area, all in the town of Smithfield in the Woonasquatucket River Basin. The remaining withdrawals in the study area were estimated to be 0.731 million gallons per day by self-supplied domestic, commercial, industrial, and agricultural users. </p><p>Return flows in the study area included self-disposed water and disposal from permitted dischargers, including the Smithfield Sewage Treatment Plant. Return flows accounted for 4.116 million gallons per day in the study area. Most public-disposed water (15.195 million gallons per day) is collected by the Narragansett Bay Commission and is disposed outside of the basin in Narragansett Bay. </p><p>The PART program, a computerized hydrograph-separation application, was used at one index stream-gaging station to determine water availability based on the 75th, 50th, and 25th percentiles of the total base flow, the base flow minus the 7-day, 10-year flow criteria, and the base flow minus the Aquatic Base Flow criteria. The index station selected was the Branch River at Forestdale, which is close to the study area and has a similar percentage of sand and gravel area. </p><p>Water availability was estimated on the basis of baseflow contributions from sand and gravel deposits and till deposits at the index station. Flows were computed for June, July, August, and September 1957–2000, and a percentage of the total flow was determined to come from either sand and gravel deposits, or till, by using a regression equation. The base-flow contributions were converted to a flow per unit area at the station for the till and for the sand and gravel deposits and then applied to the deposits in the study area basins. These values were used to estimate the gross yield of base flow, as well as to subtract the two low flows (7-day, 10-year flow, and Aquatic Base Flow criteria). The results from the Branch River stream-gaging station were lowest in August at the 75th, 50th, and 25th percentile for total flow with either flow criteria subtracted. The estimated August gross yield at the 50th percentile from the Woonasquatucket River Basin was 12.94 million gallons per day, and 5.91 million gallons per day from the Moshassuck River Basin.</p><p>A ratio was calculated that is equal to total withdrawals divided by water availability. Water-availability flow scenarios at the 75th, 50th, and 25th percentiles for the basins, which are based on total water available from base-flow contributions from till and sand and gravel deposits in the basins, were assessed. The ratios were the highest in July for the 50th percentile estimated gross yield minus Aquatic Base Flow (ABF) flow criteria, where withdrawals are close to the available water. Ratios are not presented if the available water is less than the flow criteria. The ratio of withdrawals to the July gross yield at the 50th percentile minus Aquatic Base Flow was 0.796 for the Woonasquatucket and 0.275 for the Moshassuck River Basin. </p><p>A long-term hydrologic budget was calculated for the period of 1956–2000 for the Woonasquatucket River Basin and the period of 1964–2000 for the Moshassuck River Basin. The water withdrawals and return flows used in the budget were from 1995 through 1999. For the hydrologic budget, inflow was assumed to equal outflow and was about 120 million gallons per day in the Woonasquatucket River Basin and 56 million gallons per day in the Moshassuck River Basin. The estimated inflows from precipitation and water return flow were 97.3 and 2.7 percent, respectively, in the Woonasquatucket River Basin, and 98.3 and 1.7 percent, respectively, in the Moshassuck River Basin. The estimated outflows from evapotranspiration, streamflow, and water withdrawals were 43.4, 56.1, and 0.5 percent, respectively, in the Woonasquatucket River Basin, and 49.8, 50, and 0.2 percent, respectively, in the Moshassuck River Basin.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20055031","collaboration":"In cooperation with the Rhode Island Water Resources Board","usgsCitation":"Nimiroski, M.T., and Wild, E.C., 2005, Water use and availability in the Woonasquatucket and Moshassuck River basins, north-central Rhode Island: U.S. Geological Survey Scientific Investigations Report 2005-5031, vi, 43 p., https://doi.org/10.3133/sir20055031.","productDescription":"vi, 43 p.","costCenters":[],"links":[{"id":122321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir20055031.JPG"},{"id":6758,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5031/","linkFileType":{"id":5,"text":"html"}}],"scale":"5000000","country":"United States","state":"Rhode Island","otherGeospatial":"Woonasquatucket and Moshassuck River basins","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.38916015625,\n              41.883365022797314\n            ],\n            [\n              -71.41456604003906,\n              41.901765978963454\n            ],\n            [\n              -71.43928527832031,\n              41.91811793408036\n            ],\n            [\n              -71.47018432617188,\n              41.933954896061614\n            ],\n            [\n              -71.48597717285156,\n              41.933954896061614\n            ],\n            [\n              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]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a0fd","contributors":{"authors":[{"text":"Nimiroski, Mark T.","contributorId":65898,"corporation":false,"usgs":true,"family":"Nimiroski","given":"Mark","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":283584,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wild, Emily C. 0000-0001-6157-7629 ecwild@usgs.gov","orcid":"https://orcid.org/0000-0001-6157-7629","contributorId":1810,"corporation":false,"usgs":true,"family":"Wild","given":"Emily","email":"ecwild@usgs.gov","middleInitial":"C.","affiliations":[{"id":5081,"text":"Libraries","active":false,"usgs":true}],"preferred":false,"id":283583,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70258651,"text":"70258651 - 2005 - Outgassing models for Landsat-4 thematic mapper short wave infrared bands","interactions":[],"lastModifiedDate":"2024-09-19T16:40:13.44745","indexId":"70258651","displayToPublicDate":"2005-08-22T11:35:38","publicationYear":"2005","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Outgassing models for Landsat-4 thematic mapper short wave infrared bands","docAbstract":"<p><span>Detector responses to the Internal Calibrator (IC) pulses in the Landsat-4 Thematic Mapper (TM) have been observed to follow an oscillatory behavior. This phenomenon is present only in the Short Wave Infrared (SWIR) bands and has been observed throughout the lifetime of the instrument, which was launched in July 1982 and imaged the Earth's surface until late 1993. These periodic changes in amplitude, which can be as large as 7.5 percent, are known as outgassing effects and are believed to be due to optical interference caused by a gradual buildup of an ice-like material on the window of the cryogenically cooled dewar containing the SWIR detectors. Similar outgassing effects in the Landsat-5 TM have been characterized using an optical thin-film model that relates detector behavior to the ice film growth rate, which was found to gradually decrease with time. A similar approach, which takes into consideration the different operational history of the instrument, has been applied in this study to three closely sampled data sets acquired throughout the lifetime of the Landsat-4 TM. Although Landsat-4 and Landsat-5 Thematic Mappers are essentially identical instruments, data generated from analyses of outgassing effects indicate subtle, but important, differences between the two. The estimated lifetime model could improve radiometric accuracy by as much as five percent.</span></p>","conferenceTitle":"Optics and Photonics 2005: Earth Observing Systems X","conferenceDate":"July 31-August 4, 2005","conferenceLocation":"San Diego, CA","language":"English","publisher":"SPIE","doi":"10.1117/12.620160","usgsCitation":"Micijevic, E., and Helder, D., 2005, Outgassing models for Landsat-4 thematic mapper short wave infrared bands, Optics and Photonics 2005: Earth Observing Systems X, v. 5882, San Diego, CA, July 31-August 4, 2005, 588208, 11 p., https://doi.org/10.1117/12.620160.","productDescription":"588208, 11 p.","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":439157,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"5882","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Micijevic, Esad 0000-0002-3828-9239 emicijevic@usgs.gov","orcid":"https://orcid.org/0000-0002-3828-9239","contributorId":3075,"corporation":false,"usgs":true,"family":"Micijevic","given":"Esad","email":"emicijevic@usgs.gov","affiliations":[{"id":223,"text":"Earth Resources Observation and Science (EROS) Center (Geography)","active":false,"usgs":true}],"preferred":true,"id":913557,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Helder, Dennis 0000-0002-7379-4679","orcid":"https://orcid.org/0000-0002-7379-4679","contributorId":213606,"corporation":false,"usgs":true,"family":"Helder","given":"Dennis","email":"","affiliations":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"preferred":true,"id":913558,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70258392,"text":"70258392 - 2005 - Landsat-4 and Landsat-5 thematic mapper band 6 historical performance and calibration","interactions":[],"lastModifiedDate":"2024-09-16T16:13:35.633671","indexId":"70258392","displayToPublicDate":"2005-08-22T11:04:28","publicationYear":"2005","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Landsat-4 and Landsat-5 thematic mapper band 6 historical performance and calibration","docAbstract":"<p><span>Launched in 1982 and 1984 respectively, the Landsat-4 and -5 Thematic Mappers (TM) are the backbone of an extensive archive of moderate resolution Earth imagery. However, these sensors and their data products were not subjected to the type of intensive monitoring that has been part of the Landsat-7 system since its launch in 1999. With Landsat-4's 11 year and Landsat-5's 20+ year data record, there is a need to understand the historical behavior of the instruments in order to verify the scientific integrity of the archive and processed products. Performance indicators of the Landsat-4 and -5 thermal bands have recently been extracted from a processing system database allowing for a more complete study of thermal band characteristics and calibration than was previously possible. The database records responses to the internal calibration system, instrument temperatures and applied gains and offsets for each band for every scene processed through the National Landsat Archive Production System (NLAPS). Analysis of this database has allowed for greater understanding of the calibration and improvement in the processing system. This paper will cover the trends in the Landsat-4 and -5 thermal bands, the effect of the changes seen in the trends, and how these trends affect the use of the thermal data.</span></p>","conferenceTitle":"Optic and Photonics 2005","conferenceDate":"July 31-Augest 2, 2005","conferenceLocation":"San Diego, CA","language":"English","publisher":"SPIE","doi":"10.1117/12.619992","usgsCitation":"Barsi, J.A., Chander, G., Markham, B.L., and Higgs, N., 2005, Landsat-4 and Landsat-5 thematic mapper band 6 historical performance and calibration, Optic and Photonics 2005, v. 5882, San Diego, CA, July 31-Augest 2, 2005, 588206, https://doi.org/10.1117/12.619992.","productDescription":"588206","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":434784,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"5882","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Barsi, Julia A.","contributorId":71822,"corporation":false,"usgs":false,"family":"Barsi","given":"Julia","email":"","middleInitial":"A.","affiliations":[{"id":12721,"text":"NASA GSFC SSAI","active":true,"usgs":false}],"preferred":false,"id":913178,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chander, Gyanesh gchander@usgs.gov","contributorId":3013,"corporation":false,"usgs":true,"family":"Chander","given":"Gyanesh","email":"gchander@usgs.gov","affiliations":[],"preferred":true,"id":913179,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Markham, Brian L. 0000-0002-9612-8169","orcid":"https://orcid.org/0000-0002-9612-8169","contributorId":121488,"corporation":false,"usgs":true,"family":"Markham","given":"Brian","email":"","middleInitial":"L.","affiliations":[{"id":223,"text":"Earth Resources Observation and Science (EROS) Center (Geography)","active":false,"usgs":true}],"preferred":true,"id":913180,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Higgs, Nicholas","contributorId":344206,"corporation":false,"usgs":false,"family":"Higgs","given":"Nicholas","email":"","affiliations":[],"preferred":false,"id":913181,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":71057,"text":"wri034125 - 2005 - Borehole-geophysical and hydraulic investigation of the fractured-rock aquifer near the University of Connecticut Landfill, Storrs, Connecticut, 2000 to 2001","interactions":[],"lastModifiedDate":"2019-10-17T07:20:04","indexId":"wri034125","displayToPublicDate":"2005-08-22T00:00:00","publicationYear":"2005","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":"2003-4125","displayTitle":"Borehole-Geophysical and Hydraulic Investigation of the Fractured-Rock Aquifer near the University of Connecticut Landfill, Storrs, Connecticut, 2000 to 2001","title":"Borehole-geophysical and hydraulic investigation of the fractured-rock aquifer near the University of Connecticut Landfill, Storrs, Connecticut, 2000 to 2001","docAbstract":"<p>An integrated borehole-geophysical and hydraulic investigation was conducted at the former landfill area near the University of Connecticut in Storrs, Connecticut, where solvents and landfill leachate have contaminated a fractured-bedrock aquifer. Borehole-geophysical techniques and hydraulic methods were used to characterize the site bedrock lithology and structure, fractures, and hydraulic properties. The geophysical and hydraulic methods included conventional logs, borehole imaging, borehole radar, flowmeter under ambient- and stressed hydraulic conditions, and discrete-zone hydraulic testing, sampling, and monitoring. </p><p>The conventional geophysical-logging methods included caliper, deviation, electromagnetic induction, gamma, specific conductance, and fluid temperature. The advanced methods included optical and acoustic imaging of the borehole wall, heat-pulse flowmeter, and directional radar reflection. </p><p>Borehole-geophysical methods were used to further define conductive features identified with surface-geophysical methods in the first phase of the investigation. The results of the surface- and borehole-geophysical logging were evaluated in an iterative and integrated manner to develop a conceptual model of ground-water flow at the site. </p><p>The rock type, foliation, and fractures at the site were characterized from high-resolution optical televiewer (OTV) images of rocks penetrated by the boreholes and were compared to drilling logs and conventional geophysical logs. The rocks are interpreted as fine- to mediumgrained quartz-feldspar-biotite-garnet gneiss and schist with local intrusions of quartz diorite and pegmatite and minor concentrations of sulfide mineralization similar to rocks described as the Bigelow Brook Formation on regional geologic maps. Layers containing high concentrations of sulfide minerals appear as high electrical conductivity zones on electromagnetic-induction and borehole-radar logs. Foliation in the rocks generally strikes to the southwest and northeast, and dips to the northwest and southeast consistent with previous investigations in this area. The orientation of foliation, however, varies locally and with depth in some of the boreholes. These results are consistent with geologic mapping that has identified small-scale folding. </p><p>The orientations of the transmissive fractures identified in the six boreholes logged for this investigation are similar to the fracture orientations mapped in a previous investigation. Many of these fractures are oriented with a north-northwest strike and have a shallow dip to the west. Other transmissive fractures have a southwest strike and dip at shallow angles to the northwest, and some strike roughly east-west and dip to the north and south. </p><p>Flowmeter logging was used to identify transmissive fractures and to estimate the hydraulic properties in the boreholes. Ambient down flow was measured in one borehole, and ambient up flow and down flow were measured in another borehole. The other four bedrock boreholes did not have measurable vertical flow. Under low-rate pumping conditions (0.25 to 0.5 gallons per minute), one to three inflow zones were identified in each well. Commonly, fractures that are active under ambient conditions contribute to the well under pumping conditions. The ambient conditions were incorporated into the determination of the relative proportions of transmissivity. </p><p>Specific capacity and transmissivity were determined for these open-hole low-rate pumping tests. Quasi-steady-state water levels were reached in four of the boreholes, including MW201R, MW204R, MW302R, and W202-NE. When pumped at low-rate conditions for 0.5 to 4 hours, the specific capacity ranged from 0.03 to 0.18 gallons per minute per foot. The open-hole transmissivity estimates ranged from 4.9 to 30 feet squared per day (ft2/d). </p><p>Open-hole transmissivity was determined for boreholes that did not reach quasi-steady-state conditions under low-rate pumping conditions. Transmissivity was estimated for MW201R, MW202R, and MW203R using non-equilibrium methods, pumping rate, and the transient drawdown data to estimate the open-hole transmissivity. Transmissivity in these boreholes ranged from 0.98 to 3.2 ft<sup>2</sup>/d. </p><p>The transmissivity and head of individual fractures or zones of fractures were estimated from heat-pulse flowmeter data acquired under ambient and stressed conditions. In the absence of ambient flow, data from two profiles of heat-pulse flowmeter data under two different stressed conditions were used to estimate the transmissivity and head of individual fracture zones. Only two boreholes, MW302R and W202-NE, had sufficient data for these analyses. The estimated transmissivity of individual transmissive zones ranged from 1.2 to 9.2 ft<sup>2</sup>/d. The transmissivity values determined by this numerical simulation method were less than the open-hole estimations, which were 15 and 30 ft<sup>2</sup>/d. </p><p>Transmissivity also was measured directly over discrete intervals of the borehole using a straddle-packer apparatus and constant-rate pumping tests. Pumping rates were less than or equal to 0.25 gallons per minute. These discretezone single-hole pumping tests were conducted over a short period of time, usually about 30 minutes to 1 hour in duration. Pumping continued until the test zone reached a steady-state water level or until it was determined that the zone could not yield water at the pumped rate. The estimated transmissivity of individual transmissive zones ranged from about 0.21 to 11 ft<sup>2</sup>/d. The zone at a depth of 197 feet in W202-NE was the only zone that had discrete-interval testing with a straddle packer and sufficient heat-pulse flowmeter data for modeling the flow and estimating transmissivity and head. The two methods produced similar results. The straddle-packer method estimated a transmissivity of 4.7 ft<sup>2</sup>/d, and the heat-pulse flowmeter modeling results estimated a transmissivity of 6.9 ft<sup>2</sup>/d. </p><p>A comparison of the transmissivity estimates indicate estimates typically are within an order of magnitude. The heat-pulse flowmeter methods used in this investigation to determine transmissivity of the boreholes and the individual fractures measure only the upper two or three orders of magnitude of transmissivity. Hence, other fractures in these boreholes permit the movement of water; their transmissivities, however, are lower than the detection limits of the methods that were used for this investigation and very small compared to the transmissive fractures that were studied. </p><p>The data collected in this investigation were used to design discrete-zone monitoring systems for four of the boreholes used for monitoring. The results of the investigation are useful for refining the conceptual site model of ground-water flow, and for providing critical information for interpreting the results of water-quality sampling.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri034125","usgsCitation":"Johnson, C.D., Joesten, P.K., and Mondazzi, R.A., 2005, Borehole-geophysical and hydraulic investigation of the fractured-rock aquifer near the University of Connecticut Landfill, Storrs, Connecticut, 2000 to 2001: U.S. Geological Survey Water-Resources Investigations Report 2003-4125, vi, 133 p., https://doi.org/10.3133/wri034125.","productDescription":"vi, 133 p.","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":101514,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/2003/4125/report.pdf","size":"24559","linkFileType":{"id":1,"text":"pdf"}},{"id":185466,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/2003/4125/report-thumb.jpg"}],"country":"United States","state":"Connecticut","city":"Storrs","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -72.27075934410095,\n              41.807708943063126\n            ],\n            [\n              -72.26415038108826,\n              41.807708943063126\n            ],\n            [\n              -72.26415038108826,\n              41.811227582554736\n            ],\n            [\n              -72.27075934410095,\n              41.811227582554736\n            ],\n            [\n              -72.27075934410095,\n              41.807708943063126\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6029c7","contributors":{"authors":[{"text":"Johnson, Carole D. 0000-0001-6941-1578 cjohnson@usgs.gov","orcid":"https://orcid.org/0000-0001-6941-1578","contributorId":1891,"corporation":false,"usgs":true,"family":"Johnson","given":"Carole","email":"cjohnson@usgs.gov","middleInitial":"D.","affiliations":[{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":true,"id":283571,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Joesten, Peter K. pjoesten@usgs.gov","contributorId":1929,"corporation":false,"usgs":true,"family":"Joesten","given":"Peter","email":"pjoesten@usgs.gov","middleInitial":"K.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true},{"id":486,"text":"OGW Branch of Geophysics","active":true,"usgs":true}],"preferred":true,"id":283572,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mondazzi, Remo A.","contributorId":77898,"corporation":false,"usgs":true,"family":"Mondazzi","given":"Remo","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":283573,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":71058,"text":"wdrMI041 - 2005 - Water resources data, Michigan, water year 2004","interactions":[],"lastModifiedDate":"2017-07-26T14:51:27","indexId":"wdrMI041","displayToPublicDate":"2005-08-22T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MI-04-1","title":"Water resources data, Michigan, water year 2004","docAbstract":"<p>Water resources data for the 2004 water year for Michigan consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water quality of ground-water wells. This report contains discharge records for 173 streamflow-gaging stations; stage only records for 2 stream-gaging stations and 26 lake-gaging stations; stage and contents for 1 reservoir; water-quality records for 48 streamflow-gaging stations; and water-level records for 48 ground-water wells. Also included are 30 crest-stage partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program. Miscellaneous data were collected at 117 discharge measuring sites. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State, local, and Federal agencies hi Michigan.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMI041","collaboration":"Prepared in cooperation with the State of Michigan and with other agencies","usgsCitation":"Blumer, S.P., Behrendt, T., Whited, C., Ellis, J., Minnerick, R., and Leu Voy, R.L., 2005, Water resources data, Michigan, water year 2004: U.S. Geological Survey Water Data Report MI-04-1, xviii, 496 p., https://doi.org/10.3133/wdrMI041.","productDescription":"xviii, 496 p.","costCenters":[],"links":[{"id":22074,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/2004/mi-04-1/report.pdf","text":"Report","size":"34.96 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P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":283574,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Behrendt, T.E.","contributorId":27887,"corporation":false,"usgs":true,"family":"Behrendt","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":283575,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Whited, C.R.","contributorId":49387,"corporation":false,"usgs":true,"family":"Whited","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":283577,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ellis, J.M.","contributorId":29502,"corporation":false,"usgs":true,"family":"Ellis","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":283576,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Minnerick, R. J.","contributorId":52255,"corporation":false,"usgs":true,"family":"Minnerick","given":"R. J.","affiliations":[],"preferred":false,"id":283578,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Leu Voy, R. L.","contributorId":102951,"corporation":false,"usgs":true,"family":"Leu Voy","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":283579,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":71053,"text":"ofr20051284 - 2005 - South San Francisco Bay 2004 topographic lidar survey: Data overview and preliminary quality assessment","interactions":[],"lastModifiedDate":"2016-07-27T10:34:40","indexId":"ofr20051284","displayToPublicDate":"2005-08-20T00:00:00","publicationYear":"2005","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":"2005-1284","title":"South San Francisco Bay 2004 topographic lidar survey: Data overview and preliminary quality assessment","docAbstract":"<p>Tidal wetlands in South San Francisco Bay (South Bay) have decreased by over 80% in the past 150 years. The California Coastal Conservancy, in conjunction with other state and federal agencies, is collaboratively managing an effort to restore approximately 61 km<sup>2</sup> (15,100 acres) of commercial salt evaporation ponds in South Bay to mixed intertidal habitat. In order to best develop restoration strategies, as well as to track morphologic change throughout the restoration process, a topographic lidar survey was conducted in May of 2004. The survey collected more than 250 million elevation points in a 334 km<sup>2</sup> area extending from just south of the San Francisco and Oakland airports to the Alviso salt ponds.</p>\n<p>This report details the collection of lidar in South Bay, the ground-truthing efforts, preliminary accuracy assessments, and known limitations of the data set. We describe the data generated from the survey and how to obtain it. In addition, we present maps and sample imagery that provides a revealing look into the intricate topographic features of South Bay.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20051284","usgsCitation":"Foxgrover, A., and Jaffe, B.E., 2005, South San Francisco Bay 2004 topographic lidar survey: Data overview and preliminary quality assessment (Version 1.0): U.S. Geological Survey Open-File Report 2005-1284, Report: 57 p.; Plate: 36.0 by 29.0 inches, https://doi.org/10.3133/ofr20051284.","productDescription":"Report: 57 p.; Plate: 36.0 by 29.0 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true}],"links":[{"id":186647,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr20051284.PNG"},{"id":316657,"rank":102,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/2005/1284/of2005-1284_fig8b.pdf","text":"Plate","size":"34.6 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":6726,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1284/","linkFileType":{"id":5,"text":"html"}},{"id":316656,"rank":101,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2005/1284/of2005-1284.pdf","text":"Report","size":"7.1 MB","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.56622314453124,\n              37.42688834526727\n            ],\n            [\n              -122.56622314453124,\n              38.15291731872143\n            ],\n            [\n              -121.71066284179688,\n              38.15291731872143\n            ],\n            [\n              -121.71066284179688,\n              37.42688834526727\n            ],\n            [\n              -122.56622314453124,\n              37.42688834526727\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e741e","contributors":{"authors":[{"text":"Foxgrover, Amy C.","contributorId":45775,"corporation":false,"usgs":true,"family":"Foxgrover","given":"Amy C.","affiliations":[],"preferred":false,"id":283567,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jaffe, Bruce E. 0000-0002-8816-5920 bjaffe@usgs.gov","orcid":"https://orcid.org/0000-0002-8816-5920","contributorId":2049,"corporation":false,"usgs":true,"family":"Jaffe","given":"Bruce","email":"bjaffe@usgs.gov","middleInitial":"E.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true},{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true}],"preferred":true,"id":283566,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":71048,"text":"ofr20051020 - 2005 - Comparison of potential evapotranspiration calculated by the LXPET (Lamoreux Potential Evapotranspiration) Program and by the WDMUtil (Watershed Data Management Utility) Program","interactions":[],"lastModifiedDate":"2012-02-02T00:13:44","indexId":"ofr20051020","displayToPublicDate":"2005-08-20T00:00:00","publicationYear":"2005","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":"2005-1020","title":"Comparison of potential evapotranspiration calculated by the LXPET (Lamoreux Potential Evapotranspiration) Program and by the WDMUtil (Watershed Data Management Utility) Program","language":"ENGLISH","doi":"10.3133/ofr20051020","usgsCitation":"Murphy, E.A., 2005, Comparison of potential evapotranspiration calculated by the LXPET (Lamoreux Potential Evapotranspiration) Program and by the WDMUtil (Watershed Data Management Utility) Program: U.S. Geological Survey Open-File Report 2005-1020, vi, 20 p. : ill. ; 28 cm., https://doi.org/10.3133/ofr20051020.","productDescription":"vi, 20 p. : ill. ; 28 cm.","costCenters":[],"links":[{"id":101511,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2005/1020/report.pdf","size":"1727","linkFileType":{"id":1,"text":"pdf"}},{"id":185821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2005/1020/report-thumb.jpg"},{"id":6723,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=OFR&number=2005-1020","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae1ae","contributors":{"authors":[{"text":"Murphy, Elizabeth Anne","contributorId":68828,"corporation":false,"usgs":true,"family":"Murphy","given":"Elizabeth","email":"","middleInitial":"Anne","affiliations":[],"preferred":false,"id":283547,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":71052,"text":"ofr20051266 - 2005 - Rainfall, runoff, and water-quality data for the urban storm-water program in the Albuquerque, New Mexico, metropolitan area, water year 2003","interactions":[],"lastModifiedDate":"2012-02-02T00:13:47","indexId":"ofr20051266","displayToPublicDate":"2005-08-20T00:00:00","publicationYear":"2005","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":"2005-1266","title":"Rainfall, runoff, and water-quality data for the urban storm-water program in the Albuquerque, New Mexico, metropolitan area, water year 2003","language":"ENGLISH","doi":"10.3133/ofr20051266","collaboration":"Contact","usgsCitation":"Kelly, T., Romero, O., and Jimenez, M., 2005, Rainfall, runoff, and water-quality data for the urban storm-water program in the Albuquerque, New Mexico, metropolitan area, water year 2003: U.S. Geological Survey Open-File Report 2005-1266, iv, 120 p. : ill. (some col.), col. map ; 28 cm., https://doi.org/10.3133/ofr20051266.","productDescription":"iv, 120 p. : ill. (some col.), col. map ; 28 cm.","temporalStart":"2002-10-01","temporalEnd":"2003-09-30","costCenters":[],"links":[{"id":101513,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2005/1266/report.pdf","size":"12358","linkFileType":{"id":1,"text":"pdf"}},{"id":186646,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2005/1266/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649700","contributors":{"authors":[{"text":"Kelly, Todd","contributorId":89168,"corporation":false,"usgs":true,"family":"Kelly","given":"Todd","email":"","affiliations":[],"preferred":false,"id":283564,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Romero, Orlando","contributorId":92335,"corporation":false,"usgs":true,"family":"Romero","given":"Orlando","affiliations":[],"preferred":false,"id":283565,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jimenez, Mike","contributorId":33785,"corporation":false,"usgs":true,"family":"Jimenez","given":"Mike","email":"","affiliations":[],"preferred":false,"id":283563,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":71051,"text":"ofr20051218 - 2005 - Compilation of data relating to the erosive response of 608 recently-burned basins in the western United States","interactions":[],"lastModifiedDate":"2022-05-19T21:13:08.957772","indexId":"ofr20051218","displayToPublicDate":"2005-08-20T00:00:00","publicationYear":"2005","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":"2005-1218","title":"Compilation of data relating to the erosive response of 608 recently-burned basins in the western United States","docAbstract":"<p class=\"textindent\">This report presents a compilation of data on the erosive response, debris-flow initiation processes, basin morphology, burn severity, event-triggering rainfall, rock type, and soils for 608 basins recently burned by 53 fires located throughout the Western United States.&nbsp; The data presented here are a combination of those collected during our own field research and those reported in the literature.&nbsp; In some cases, data from a Geographic Information System (GIS) and Digital Elevation Models (DEMs) were used to supplement the data from the primary source.&nbsp; Due to gaps in the information available, not all parameters are characterized for all basins.&nbsp;</p><p class=\"textindent\">This database provides a resource for researchers and land managers interested in examining relations between the runoff response of recently burned basins and their morphology, burn severity, soils and rock type, and triggering rainfall.&nbsp; The purpose of this compilation is to provide a single resource for future studies addressing problems associated with wildfire-related erosion.&nbsp; For example, data in this compilation have been used to develop a model for debris flow probability from recently burned basins using logistic multiple regression analysis (Cannon and others, 2004).&nbsp; This database provides a convenient starting point for other studies.&nbsp; For additional information on estimated post-fire runoff peak discharges and debris-flow volumes, see Gartner and others (2004).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20051218","usgsCitation":"Gartner, J.E., Cannon, S.H., Bigio, E.R., Davis, N.K., Parrett, C., Pierce, K.L., Rupert, M.G., Thurston, B.L., Trebesch, M., Garcia, S.P., and Rea, A.H., 2005, Compilation of data relating to the erosive response of 608 recently-burned basins in the western United States (Version 1.0): U.S. Geological Survey Open-File Report 2005-1218, HTML Document, https://doi.org/10.3133/ofr20051218.","productDescription":"HTML Document","onlineOnly":"Y","costCenters":[],"links":[{"id":6725,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1218/","linkFileType":{"id":5,"text":"html"}},{"id":400836,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_72119.htm"},{"id":348861,"rank":3,"type":{"id":12,"text":"Errata"},"url":"https://pubs.usgs.gov/of/2005/1218/ofr20051218_versionHist.txt"},{"id":186645,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","otherGeospatial":"western United States","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -124.75,\n              31.3289\n            ],\n            [\n              -104,\n              31.3289\n            ],\n            [\n              -104,\n              49\n            ],\n            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Center","active":true,"usgs":true}],"preferred":true,"id":283552,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bigio, Erica R.","contributorId":89941,"corporation":false,"usgs":true,"family":"Bigio","given":"Erica","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":283561,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Davis, Nicole K.","contributorId":9350,"corporation":false,"usgs":true,"family":"Davis","given":"Nicole","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":283557,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":283558,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Pierce, Kenneth L. kpierce@usgs.gov","contributorId":1609,"corporation":false,"usgs":true,"family":"Pierce","given":"Kenneth","email":"kpierce@usgs.gov","middleInitial":"L.","affiliations":[{"id":481,"text":"Northern Rocky Mountain Science Center","active":true,"usgs":true},{"id":547,"text":"Rocky Mountain Geographic Science Center","active":true,"usgs":true},{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true}],"preferred":true,"id":283554,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Rupert, Michael G. mgrupert@usgs.gov","contributorId":1194,"corporation":false,"usgs":true,"family":"Rupert","given":"Michael","email":"mgrupert@usgs.gov","middleInitial":"G.","affiliations":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283553,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Thurston, Brandon L.","contributorId":50973,"corporation":false,"usgs":true,"family":"Thurston","given":"Brandon","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":283559,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Trebesch, Matthew J.","contributorId":71638,"corporation":false,"usgs":true,"family":"Trebesch","given":"Matthew J.","affiliations":[],"preferred":false,"id":283560,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Garcia, Steve P.","contributorId":100478,"corporation":false,"usgs":true,"family":"Garcia","given":"Steve","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":283562,"contributorType":{"id":1,"text":"Authors"},"rank":10},{"text":"Rea, Alan H. ahrea@usgs.gov","contributorId":1813,"corporation":false,"usgs":true,"family":"Rea","given":"Alan","email":"ahrea@usgs.gov","middleInitial":"H.","affiliations":[{"id":423,"text":"National Geospatial Program","active":true,"usgs":true}],"preferred":true,"id":283555,"contributorType":{"id":1,"text":"Authors"},"rank":11}]}}
,{"id":71038,"text":"sir20045287 - 2005 - Rainfall-Runoff and Water-Balance Models for Management of the Fena Valley Reservoir, Guam","interactions":[],"lastModifiedDate":"2012-03-08T17:16:18","indexId":"sir20045287","displayToPublicDate":"2005-08-19T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-5287","title":"Rainfall-Runoff and Water-Balance Models for Management of the Fena Valley Reservoir, Guam","docAbstract":"The U.S. Geological Survey's Precipitation-Runoff Modeling System (PRMS) and a generalized water-balance model were calibrated and verified for use in estimating future availability of water in the Fena Valley Reservoir in response to various combinations of water withdrawal rates and rainfall conditions. Application of PRMS provides a physically based method for estimating runoff from the Fena Valley Watershed during the annual dry season, which extends from January through May. Runoff estimates from the PRMS are used as input to the water-balance model to estimate change in water levels and storage in the reservoir.\r\n\r\nA previously published model was calibrated for the Maulap and Imong River watersheds using rainfall data collected outside of the watershed. That model was applied to the Almagosa River watershed by transferring calibrated parameters and coefficients because information on daily diversions at the Almagosa Springs upstream of the gaging station was not available at the time. Runoff from the ungaged land area was not modeled. For this study, the availability of Almagosa Springs diversion data allowed the calibration of PRMS for the Almagosa River watershed. Rainfall data collected at the Almagosa rain gage since 1992 also provided better estimates of rainfall distribution in the watershed. In addition, the discontinuation of pan-evaporation data collection in 1998 required a change in the evapotranspiration estimation method used in the PRMS model. These reasons prompted the update of the PRMS for the Fena Valley Watershed.\r\n\r\nSimulated runoff volume from the PRMS compared reasonably with measured values for gaging stations on Maulap, Almagosa, and Imong Rivers, tributaries to the Fena Valley Reservoir. On the basis of monthly runoff simulation for the dry seasons included in the entire simulation period (1992-2001), the total volume of runoff can be predicted within -3.66 percent at Maulap River, within 5.37 percent at Almagosa River, and within 10.74 percent at Imong River. Month-end reservoir volumes simulated by the reservoir water-balance model for both calibration and verification periods compared closely with measured reservoir volumes. Errors for the calibration periods ranged from 4.51 percent [208.7 acre-feet (acre-ft) or 68.0 million gallons (Mgal)] to -5.90 percent (-317.8 acre-ft or -103.6 Mgal). For the verification periods, errors ranged from 1.69 percent (103.5 acre-ft or 33.7 Mgal) to -4.60 percent (-178.7 acre-ft or -58.2 Mgal). Monthly simulation bias ranged from -0.19 percent for the calibration period to -0.98 percent for the verification period; relative error ranged from -0.37 to -1.12 percent, respectively. Relatively small bias indicated that the model did not consistently overestimate or underestimate reservoir volume.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/sir20045287","collaboration":"Prepared in cooperation with the U.S. Department of the Navy","usgsCitation":"Yeung, C.W., 2005, Rainfall-Runoff and Water-Balance Models for Management of the Fena Valley Reservoir, Guam: U.S. Geological Survey Scientific Investigations Report 2004-5287, viii, 53 p., https://doi.org/10.3133/sir20045287.","productDescription":"viii, 53 p.","costCenters":[{"id":525,"text":"Pacific Islands Water Science Center","active":true,"usgs":true}],"links":[{"id":192890,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6687,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2004/5287/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649609","contributors":{"authors":[{"text":"Yeung, Chiu W. cwyeung@usgs.gov","contributorId":2967,"corporation":false,"usgs":true,"family":"Yeung","given":"Chiu","email":"cwyeung@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":283528,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":71041,"text":"ds128 - 2005 - Missouri magnetic and gravity maps and data: A web site for distribution of data","interactions":[],"lastModifiedDate":"2022-02-04T22:09:22.122097","indexId":"ds128","displayToPublicDate":"2005-08-19T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":310,"text":"Data Series","code":"DS","onlineIssn":"2327-638X","printIssn":"2327-0271","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"128","title":"Missouri magnetic and gravity maps and data: A web site for distribution of data","docAbstract":"Magnetic anomalies are due to variations in the Earth's magnetic field caused by the uneven distribution of magnetic minerals (primarily magnetite) in the rocks that make up the upper part of the Earth's crust. The features and patterns of the magnetic anomalies can be used to delineate details of subsurface geology, including the locations of buried faults and magnetite-bearing rocks and the depth to the base of sedimentary basins. This information is valuable for mineral exploration, geologic mapping, and environmental studies.\r\n\r\nThe Missouri magnetic map is constructed from grids that combine information collected in 25 separate magnetic surveys conducted between 1943 and 1987. The data from these surveys are of varying quality. The design and specifications (terrain clearance, sampling rates, line spacing, and reduction procedures) varied from survey to survey depending on the purpose of the project and the technology of that time. Every attempt was made to acquire the data in digital form.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ds128","usgsCitation":"Kucks, R.P., and Hill, P.L., 2005, Missouri magnetic and gravity maps and data: A web site for distribution of data (Version 1.0): U.S. Geological Survey Data Series 128, HTML Document, https://doi.org/10.3133/ds128.","productDescription":"HTML Document","onlineOnly":"Y","costCenters":[],"links":[{"id":185653,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":395502,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_73484.htm"},{"id":6719,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/2005/128/","linkFileType":{"id":5,"text":"html"}}],"country":"United 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 \"}}]}","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699a97","contributors":{"authors":[{"text":"Kucks, Robert P.","contributorId":11648,"corporation":false,"usgs":true,"family":"Kucks","given":"Robert","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":283536,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hill, Patricia L. pathill@usgs.gov","contributorId":1327,"corporation":false,"usgs":true,"family":"Hill","given":"Patricia","email":"pathill@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":283535,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":71022,"text":"fs20053059 - 2005 - Health-Based Screening Levels and their Application to Water-Quality Data","interactions":[],"lastModifiedDate":"2012-02-02T00:14:05","indexId":"fs20053059","displayToPublicDate":"2005-08-17T00:00:00","publicationYear":"2005","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":"2005-3059","title":"Health-Based Screening Levels and their Application to Water-Quality Data","docAbstract":"To supplement existing Federal drinking-water standards and guidelines, thereby providing a basis for a more comprehensive evaluation of contaminant-occurrence data in a human-health context, USGS began a collaborative project in 1998 with USEPA, the New Jersey Department of Environmental Protection, and the Oregon Health & Science University to calculate non-enforceable health-based screening levels. Screening levels were calculated for contaminants that do not have Maximum Contaminant Level values using a consensus approach that entailed (1) standard USEPA Office of Water methodologies (equations) for establishing Lifetime Health Advisory (LHA) and Risk-Specific Dose (RSD) values for the protection of human health, and (2) existing USEPA human-health toxicity information.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/fs20053059","usgsCitation":"Toccalino, P., Zogorski, J.S., and Norman, J.E., 2005, Health-Based Screening Levels and their Application to Water-Quality Data: U.S. Geological Survey Fact Sheet 2005-3059, 2 p., https://doi.org/10.3133/fs20053059.","productDescription":"2 p.","costCenters":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"links":[{"id":121038,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2005_3059.jpg"},{"id":11744,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2005/3059/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db6340bd","contributors":{"authors":[{"text":"Toccalino, Patricia L. 0000-0003-1066-1702","orcid":"https://orcid.org/0000-0003-1066-1702","contributorId":41089,"corporation":false,"usgs":true,"family":"Toccalino","given":"Patricia L.","affiliations":[{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"preferred":true,"id":283501,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zogorski, John S. jszogors@usgs.gov","contributorId":189,"corporation":false,"usgs":true,"family":"Zogorski","given":"John","email":"jszogors@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":283499,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Norman, Julia E. 0000-0002-2820-6225 jnorman@usgs.gov","orcid":"https://orcid.org/0000-0002-2820-6225","contributorId":3832,"corporation":false,"usgs":true,"family":"Norman","given":"Julia","email":"jnorman@usgs.gov","middleInitial":"E.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283500,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":71011,"text":"sir20055021 - 2005 - Trends in timing, magnitude, and duration of summer and fall/winter streamflows for unregulated coastal river basins in Maine during the 20th century","interactions":[],"lastModifiedDate":"2022-09-09T18:13:46.255894","indexId":"sir20055021","displayToPublicDate":"2005-08-13T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5021","title":"Trends in timing, magnitude, and duration of summer and fall/winter streamflows for unregulated coastal river basins in Maine during the 20th century","docAbstract":"The U.S. Geological Survey (USGS), in cooperation with the Maine Atlantic Salmon Commission (ASC), began a study in 2003 to examine the timing, magnitude, and duration of summer (June through October) and fall/early winter (September through January) seasonal streamflows of unregulated coastal river basins in Maine and to correlate them to meteorological variables and winter/spring (January through May) seasonal streamflows. This study overlapped the summer seasonal window with the fall/early winter seasonal window to completely bracket the low-streamflow period during July, August, and September between periods of high streamflows in June and October. The ASC is concerned with the impacts of potentially changing meteorological and hydrologic conditions on Atlantic salmon survival. Because winter/spring high streamflows appear to have trended toward earlier dates over the 20th century in coastal Maine, it was hypothesized that the spring/summer recession to low streamflows could have a similar trend toward earlier, and possibly lower, longer lasting, late summer/early fall low streamflows during the 20th century. \r\n\r\nThere were few statistically significant trends in the timing, magnitude, or duration of summer low streamflows for coastal river basins in Maine during the 20th century. The hypothesis that earlier winter/spring high streamflows may result in earlier or lower low streamflows is not supported by the data. No statistically significant trends in the magnitude of total runoff volume during the low-streamflow months of August and September were observed. The magnitude and timing of summer low streamflows correlated with the timing of fall/winter high streamflows and the amount of summer precipitation. The magnitude and timing of summer low streamflows did not correlate with the timing of spring snowmelt runoff. There were few correlations between the magnitude and timing of summer low streamflows and monthly mean surface air temperatures.\r\n\r\nThere were few statistically significant trends in the timing or duration of fall/winter high streamflows for coastal river basins in Maine during the 20th century. The timing of the bulk of fall/winter high streamflows correlated with seasonal precipitation. Earlier fall/winter center-of-volume dates correlated with higher September and October precipitation. In general, little evidence was observed of trends in the magnitude of seasonal runoff volume during fall/winter. The magnitude of fall/winter high streamflows positively correlated with November and December precipitation amounts. There were few correlations between the magnitude and timing of fall/winter high streamflows and monthly mean surface air temperatures.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20055021","usgsCitation":"Dudley, R.W., and Hodgkins, G.A., 2005, Trends in timing, magnitude, and duration of summer and fall/winter streamflows for unregulated coastal river basins in Maine during the 20th century: U.S. Geological Survey Scientific Investigations Report 2005-5021, v, 26 p., https://doi.org/10.3133/sir20055021.","productDescription":"v, 26 p.","costCenters":[],"links":[{"id":192578,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":406474,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_73810.htm","linkFileType":{"id":5,"text":"html"}},{"id":6671,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5021/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Maine","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.55419921875,\n              42.90816007196054\n            ],\n            [\n              -69.4775390625,\n              43.723474896114794\n            ],\n            [\n              -67.65380859375,\n              44.19795903948531\n            ],\n            [\n              -66.70898437499999,\n              44.68427737181225\n            ],\n            [\n              -67.19238281249999,\n              45.19752230305682\n            ],\n            [\n              -67.74169921875,\n              45.69083283645816\n            ],\n            [\n              -71.08154296875,\n              43.96119063892024\n            ],\n            [\n              -70.72998046875,\n              42.94033923363181\n            ],\n            [\n              -70.55419921875,\n              42.90816007196054\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0779","contributors":{"authors":[{"text":"Dudley, Robert W. 0000-0002-0934-0568 rwdudley@usgs.gov","orcid":"https://orcid.org/0000-0002-0934-0568","contributorId":2223,"corporation":false,"usgs":true,"family":"Dudley","given":"Robert","email":"rwdudley@usgs.gov","middleInitial":"W.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true},{"id":371,"text":"Maine Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283485,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hodgkins, Glenn A. 0000-0002-4916-5565 gahodgki@usgs.gov","orcid":"https://orcid.org/0000-0002-4916-5565","contributorId":2020,"corporation":false,"usgs":true,"family":"Hodgkins","given":"Glenn","email":"gahodgki@usgs.gov","middleInitial":"A.","affiliations":[{"id":371,"text":"Maine Water Science Center","active":true,"usgs":true},{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283484,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":71014,"text":"sir20055164 - 2005 - Seepage study of McLeod Creek and East Canyon Creek near Park City, Summit County, Utah, 2004","interactions":[],"lastModifiedDate":"2019-12-30T13:55:59","indexId":"sir20055164","displayToPublicDate":"2005-08-13T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5164","title":"Seepage study of McLeod Creek and East Canyon Creek near Park City, Summit County, Utah, 2004","docAbstract":"Seepage investigations on McLeod Creek downstream of U.S. Geological Survey streamflow-gaging station McLeod Creek near Park City, Utah, and its confluence with Kimball Creek during the summer of 2004 indicate that this section of the creek is a gaining reach. The total seepage gains ranged from 1.8 to 2.7 cubic feet per second, or a 32 to 55 percent gain. The apparent average total seepage gain was 2.2 cubic feet per second, or an average 42 percent gain. Seepage investigations from the U.S. Geological Survey streamflow-gaging station at East Canyon Creek below I-80 Rest Stop near Park City, Utah, to the station at East Canyon Creek near Jeremy Ranch, Utah, indicate that this section of East Canyon Creek is a slightly losing reach. The total seepage losses ranged from -1.2 to -2.0 cubic feet per second. This is a loss of between -18 and -27 percent from discharge measured at the upstream gaging station. The apparent average total seepage loss for the reach was -1.0 cubic feet per second, or -18 percent. Seepage information also was obtained along East Canyon Creek by using water-temperature data recorded in three shallow streambed piezometers. Surface-water temperature also was recorded at these locations. These water-temperature profiles indicate a seepage loss at all three locations along East Canyon Creek. This seepage loss appears to decrease in September and October.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20055164","collaboration":"Prepared in cooperation with the Snyderville Basin Water Reclamation District","usgsCitation":"Wilkowske, C., 2005, Seepage study of McLeod Creek and East Canyon Creek near Park City, Summit County, Utah, 2004: U.S. Geological Survey Scientific Investigations Report 2005-5164, iv, 26 p., https://doi.org/10.3133/sir20055164.","productDescription":"iv, 26 p.","numberOfPages":"33","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":192619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6673,"rank":100,"type":{"id":15,"text":"Index 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C.D.","contributorId":63050,"corporation":false,"usgs":true,"family":"Wilkowske","given":"C.D.","email":"","affiliations":[],"preferred":false,"id":283490,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70989,"text":"ofr20051244 - 2005 - Summary and preliminary interpretations of USGS cruise A-2-02-HW: Underwater video surveys collected off of Oahu, Molokai, and Maui, Hawaii, June-July 2002","interactions":[],"lastModifiedDate":"2022-02-09T19:27:19.170198","indexId":"ofr20051244","displayToPublicDate":"2005-08-04T00:00:00","publicationYear":"2005","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":"2005-1244","title":"Summary and preliminary interpretations of USGS cruise A-2-02-HW: Underwater video surveys collected off of Oahu, Molokai, and Maui, Hawaii, June-July 2002","docAbstract":"<p></p><p>The insular shelves of the southern coasts of the islands of Oahu and Molokai, and the western coast of Maui in the Hawaiian Archipelago were surveyed using ship-towed video between June 26 and July 11, 2002, as part of USGS-CMG cruise A-2-02-HW (Figure 1.1). The goals of the survey were to collect underwater video of the sea floor to: (1) Characterize substrate type and benthic habitat distribution; and (2) Ground-truth recently-acquired data including bathymetric (SHOALS) lidar, side-scan sonar, seismic reflection, and surface texture and grain size. The underwater video also aids in the interpretation and evaluation of Hawaii's benthic habitat maps produced by NOAA and coral reef distribution monitored by the State of Hawaii (Coral Reef Assessment and Monitoring Program - CRAMP;<span>&nbsp;</span><a href=\"http://cramp.wcc.hawaii.edu/\" data-mce-href=\"http://cramp.wcc.hawaii.edu/\">http://cramp.wcc.hawaii.edu/</a>). Additional metadata for this cruise is available at:<span>&nbsp;</span><a href=\"http://walrus.wr.usgs.gov/infobank/a/a202hw/html/a-2-02-hw.meta.html\" data-mce-href=\"http://walrus.wr.usgs.gov/infobank/a/a202hw/html/a-2-02-hw.meta.html\">http://walrus.wr.usgs.gov/infobank/a/a202hw/html/a-2-02-hw.meta.html</a></p><p></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20051244","usgsCitation":"Gibbs, A., Grossman, E., and Richmond, B., 2005, Summary and preliminary interpretations of USGS cruise A-2-02-HW: Underwater video surveys collected off of Oahu, Molokai, and Maui, Hawaii, June-July 2002 (Version 1.0): U.S. Geological Survey Open-File Report 2005-1244, 59 p., https://doi.org/10.3133/ofr20051244.","productDescription":"59 p.","costCenters":[],"links":[{"id":185588,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":395713,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_72224.htm"},{"id":6643,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1244/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Hawaii","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -158.016357421875,\n              20.385825381874263\n            ],\n            [\n              -156.3134765625,\n              20.385825381874263\n            ],\n            [\n              -156.3134765625,\n              21.391704731036587\n            ],\n            [\n              -158.016357421875,\n              21.391704731036587\n            ],\n            [\n              -158.016357421875,\n              20.385825381874263\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6996d4","contributors":{"authors":[{"text":"Gibbs, Ann","contributorId":14896,"corporation":false,"usgs":true,"family":"Gibbs","given":"Ann","affiliations":[],"preferred":false,"id":283448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grossman, Eric E. 0000-0003-0269-6307 egrossman@usgs.gov","orcid":"https://orcid.org/0000-0003-0269-6307","contributorId":2334,"corporation":false,"usgs":true,"family":"Grossman","given":"Eric E.","email":"egrossman@usgs.gov","affiliations":[],"preferred":false,"id":283447,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Richmond, Bruce","contributorId":69239,"corporation":false,"usgs":true,"family":"Richmond","given":"Bruce","affiliations":[],"preferred":false,"id":283449,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70986,"text":"sir20055103 - 2005 - Effects of urbanization on stream quality at selected sites in the seacoast region in New Hampshire, 2001-03","interactions":[],"lastModifiedDate":"2012-02-02T00:13:46","indexId":"sir20055103","displayToPublicDate":"2005-08-04T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5103","title":"Effects of urbanization on stream quality at selected sites in the seacoast region in New Hampshire, 2001-03","docAbstract":"A study of selected water-quality and macroinvertebrate community data was conducted at 10 stream sites in the Seacoast region of New Hampshire to determine if a relation is present between stream quality and the extent of urbanization in a watershed. Watersheds with similar characteristics, but varying in their degree of urban development, were studied. The percent of impervious surface, the percent of urban land use in a watershed, and the percent of urban land use in two types of stream buffers were compared and correlated with stream-quality variables. \r\n\r\nSpecific conductance, turbidity, nitrite plus nitrate yields, and selected macroinvertebrate community data were significantly correlated with most measures of urbanization used in this study; however, concentrations and total phosphorus yields were not statistically correlated with most measures of urbanization in this study. The measures of urbanization that had the highest correlations with stream-quality variables were those measures that were associated with the percent of urban land in buffer zones near and upstream of a sampling site. A water-quality and habitat conditions score was negatively correlated with the percent of urban land in a 1-kilometer radial buffer of the sampling site (rho (r) = -0.86; p < 0.001), the percent of impervious surface (r = -0.70; p < 0.05), and the percent of urban land in the watershed (r = -0.67; p < 0.05). A biological condition score also was negatively correlated with the percent of urban land in a 1-kilometer radial buffer of the sampling site (r = -0.95; p < 0.0001), the percent of impervious surface (r = -0.75; p < 0.05), and the percent of urban land in the watershed (r = -0.79; p < 0.01). The percent of urban land in a 25-meter stream buffer along the stream corridor also had negative correlations with a water-quality and habitat conditions score (r = -0.80; p < 0.01) and a biological condition score (r = -0.86; p < 0.01). Mean Ephemeroptera, Plecoptera, and Trichoptera (EPT) taxa richness showed a response to urbanization in a watershed, indicating that EPT taxa richness may be an appropriate metric to evaluate the effects of urban land use on small streams in this region. Results from this study indicate that the percent of urban land use in buffer zones and the percent of impervious surface in a watershed can be used as indicators of stream quality.","language":"ENGLISH","doi":"10.3133/sir20055103","usgsCitation":"Deacon, J.R., Soule, S.A., and Smith, T.E., 2005, Effects of urbanization on stream quality at selected sites in the seacoast region in New Hampshire, 2001-03 (Online only): U.S. Geological Survey Scientific Investigations Report 2005-5103, 26 p., https://doi.org/10.3133/sir20055103.","productDescription":"26 p.","onlineOnly":"Y","costCenters":[],"links":[{"id":6640,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5103/","linkFileType":{"id":5,"text":"html"}},{"id":185510,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f75f","contributors":{"authors":[{"text":"Deacon, Jeffrey R. 0000-0001-5793-6940 jrdeacon@usgs.gov","orcid":"https://orcid.org/0000-0001-5793-6940","contributorId":2786,"corporation":false,"usgs":true,"family":"Deacon","given":"Jeffrey","email":"jrdeacon@usgs.gov","middleInitial":"R.","affiliations":[{"id":405,"text":"NH/VT office of New England Water Science Center","active":true,"usgs":true},{"id":27111,"text":"National Water Quality Program","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":283435,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Soule, Sally A.","contributorId":53037,"corporation":false,"usgs":true,"family":"Soule","given":"Sally","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":283437,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smith, Thor E. tesmith@usgs.gov","contributorId":3925,"corporation":false,"usgs":true,"family":"Smith","given":"Thor","email":"tesmith@usgs.gov","middleInitial":"E.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":283436,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70980,"text":"ds117 - 2005 - Occurrence of selected pharmaceutical and non-pharmaceutical compounds, and stable hydrogen and oxygen isotope ratios, in a riverbank filtration study, Platte River, Nebraska, 2001 to 2003, Volume 1","interactions":[],"lastModifiedDate":"2022-09-30T19:39:57.783349","indexId":"ds117","displayToPublicDate":"2005-08-01T00:00:00","publicationYear":"2005","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":310,"text":"Data Series","code":"DS","onlineIssn":"2327-638X","printIssn":"2327-0271","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"117","title":"Occurrence of selected pharmaceutical and non-pharmaceutical compounds, and stable hydrogen and oxygen isotope ratios, in a riverbank filtration study, Platte River, Nebraska, 2001 to 2003, Volume 1","docAbstract":"<p class=\"body\">Although studied extensively in recent years in Europe, the occurrence of endocrine disrupters and other organic wastewater compounds in the environment in the United States is not well documented. To better understand the efficiency of riverbank filtration with respect to endocrine disrupting compounds and to evaluate the use of riverbank filtration as an effective means of drinking-water treatment, a study was conducted during 2001-2003 by the U.S. Geological Survey, in cooperation with the U.S. Environmental Protection Agency and the City of Lincoln, at an established riverbank-filtration well field with horizontal collector wells and vertical wells. This study provides information that will be useful for (1)&nbsp;increased understanding of the processes and factors important in controlling the transport of endocrine disrupters, such as pesticides and pharmaceuticals during riverbank filtration, (2)&nbsp;better understanding of the physical and chemical processes that affect riverbank-filtration efficiency, and (3)&nbsp;managing the water resources of the eastern Platte River Basin. This report presents analytical methods and data collected during the study. Data are presented as generalized statistics and in figures showing temporal variations.</p><p class=\"body\">Sites from which water-quality samples were collected for this study included wastewater sites (a cattle feedlot lagoon, a hog confinement lagoon, and wastewater-treatment plant effluent), surface-water sites (Platte River, Salt Creek, and Loup Power Canal), ground-water sites (one collector well and three vertical wells), and drinking-water sites (raw and finished). Field water-quality properties were measured in samples from these sites.</p><p class=\"body\">Pharmaceutical compounds were detected often in the wastewater-treatment plant effluent. Surface and ground water showed low-level concentrations of pharmaceuticals. Finished drinking-water samples did not contain detectable concentrations of pharmaceuticals except for low levels of cotinine and caffeine. Antibiotics were found in some of the wastewater samples and twice in Salt Creek. Antibiotics were not detected in any samples from the Platte River or the well field.</p><p class=\"body\">Surface-water samples were analyzed for total organic carbon and ground-water samples were analyzed for dissolved organic carbon. Samples from all sites were analyzed for major ions. Herbicides commonly detected in surface, ground, and drinking water included acetachlor, alachlor, atrazine, and metolachlor as well as degradates of these compounds. Most of the samples from wastewater sites were found to contain predominantly acetamide degradates. High concentrations of several organic wastewater indicator compounds were detected at the wastewater sites and in Salt Creek. Several organic wastewater indicator compounds were detected multiple times in samples from the Platte River. Bromoform, a by-product of disinfection in the treatment plant, was found in samples from the finished drinking water.</p><p class=\"body\">Stable hydrogen isotope ratios show a range in seasonal variation of -73.6 per mill to -38.1 per mill relative to Vienna Standard Mean Ocean Water (VSMOW) reference water and -69.2 per mill to -46.5 per mill for surface water and ground water, respectively. Oxygen isotope ratios for surface-water samples varied between -9.86 per mill and -5.05 per mill. Stable oxygen isotope ratios of ground waters varied between -9.62 per mill and -5.81 per mill.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ds117","usgsCitation":"Vogel, J.R., Verstraeten, I., Coplen, T., Furlong, E., Meyer, M.T., and Barber, L.B., 2005, Occurrence of selected pharmaceutical and non-pharmaceutical compounds, and stable hydrogen and oxygen isotope ratios, in a riverbank filtration study, Platte River, Nebraska, 2001 to 2003, Volume 1: U.S. Geological Survey Data Series 117, v, 64 p., https://doi.org/10.3133/ds117.","productDescription":"v, 64 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":186639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6637,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/2005/117/","linkFileType":{"id":5,"text":"html"}},{"id":407735,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_73947.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Nebraska","otherGeospatial":"Platte River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -96.39198303222656,\n              40.9855999586963\n            ],\n            [\n              -96.25808715820312,\n              40.9855999586963\n            ],\n            [\n              -96.25808715820312,\n              41.10263873253247\n            ],\n            [\n              -96.39198303222656,\n              41.10263873253247\n            ],\n            [\n              -96.39198303222656,\n              40.9855999586963\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f29ff","contributors":{"authors":[{"text":"Vogel, J. R.","contributorId":21639,"corporation":false,"usgs":true,"family":"Vogel","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":283417,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Verstraeten, Ingrid M.","contributorId":61033,"corporation":false,"usgs":true,"family":"Verstraeten","given":"Ingrid M.","affiliations":[],"preferred":false,"id":283419,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Coplen, T.B.","contributorId":34147,"corporation":false,"usgs":true,"family":"Coplen","given":"T.B.","affiliations":[],"preferred":false,"id":283418,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Furlong, E. T. 0000-0002-7305-4603","orcid":"https://orcid.org/0000-0002-7305-4603","contributorId":98346,"corporation":false,"usgs":true,"family":"Furlong","given":"E. T.","affiliations":[],"preferred":false,"id":283422,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Meyer, M. T.","contributorId":92279,"corporation":false,"usgs":true,"family":"Meyer","given":"M.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":283421,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Barber, L. B.","contributorId":64602,"corporation":false,"usgs":true,"family":"Barber","given":"L.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":283420,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70973,"text":"ofr20051084 - 2005 - Multichannel seismic-reflection data acquired off the coast of southern California -- Part A 1997, 1998, 1999, and 2000","interactions":[],"lastModifiedDate":"2012-02-02T00:13:48","indexId":"ofr20051084","displayToPublicDate":"2005-08-01T00:00:00","publicationYear":"2005","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":"2005-1084","title":"Multichannel seismic-reflection data acquired off the coast of southern California -- Part A 1997, 1998, 1999, and 2000","language":"ENGLISH","doi":"10.3133/ofr20051084","usgsCitation":"Sliter, R.W., Normark, W.R., and Gutmacher, C.E., 2005, Multichannel seismic-reflection data acquired off the coast of southern California -- Part A 1997, 1998, 1999, and 2000: U.S. Geological Survey Open-File Report 2005-1084, online, https://doi.org/10.3133/ofr20051084.","productDescription":"online","costCenters":[],"links":[{"id":6619,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2005/1084/","linkFileType":{"id":5,"text":"html"}},{"id":185944,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4876","contributors":{"authors":[{"text":"Sliter, Ray W. 0000-0003-0337-3454 rsliter@usgs.gov","orcid":"https://orcid.org/0000-0003-0337-3454","contributorId":1992,"corporation":false,"usgs":true,"family":"Sliter","given":"Ray","email":"rsliter@usgs.gov","middleInitial":"W.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":283396,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Normark, William R.","contributorId":69570,"corporation":false,"usgs":true,"family":"Normark","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":283398,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gutmacher, Christina E.","contributorId":28272,"corporation":false,"usgs":true,"family":"Gutmacher","given":"Christina","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":283397,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
]}