{"pageNumber":"894","pageRowStart":"22325","pageSize":"25","recordCount":68937,"records":[{"id":82157,"text":"ofr20081166 - 2008 - STRMDEPL08 - An extended version of STRMDEPL with additional analytical solutions to calculate streamflow depletion by nearby pumping wells","interactions":[],"lastModifiedDate":"2017-01-23T10:55:21","indexId":"ofr20081166","displayToPublicDate":"2008-06-19T00:00:00","publicationYear":"2008","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":"2008-1166","title":"STRMDEPL08 - An extended version of STRMDEPL with additional analytical solutions to calculate streamflow depletion by nearby pumping wells","docAbstract":"STRMDEPL, a one-dimensional model using two analytical solutions to calculate streamflow depletion by a nearby pumping well, was extended to account for two additional analytical solutions. The extended program is named STRMDEPL08. The original program incorporated solutions for a stream that fully penetrates the aquifer with and without streambed resistance to ground-water flow. The modified program includes solutions for a partially penetrating stream with streambed resistance and for a stream in an aquitard subjected to pumping from an underlying leaky aquifer. The code also was modified to allow the user to input pumping variations at other than 1-day intervals. The modified code is shown to correctly evaluate the analytical solutions and to provide correct results for half-day time intervals.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20081166","collaboration":"Prepared in cooperation with the State of Michigan Department of Environmental Quality, and the State of Michigan Department of Natural Resources","usgsCitation":"Reeves, H.W., 2008, STRMDEPL08 - An extended version of STRMDEPL with additional analytical solutions to calculate streamflow depletion by nearby pumping wells: U.S. Geological Survey Open-File Report 2008-1166, vi, 22 p., https://doi.org/10.3133/ofr20081166.","productDescription":"vi, 22 p.","onlineOnly":"Y","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":194665,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr20081166.JPG"},{"id":11444,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1166/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fe082","contributors":{"authors":[{"text":"Reeves, Howard W. 0000-0001-8057-2081 hwreeves@usgs.gov","orcid":"https://orcid.org/0000-0001-8057-2081","contributorId":2307,"corporation":false,"usgs":true,"family":"Reeves","given":"Howard","email":"hwreeves@usgs.gov","middleInitial":"W.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":295899,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":82159,"text":"fs20083048 - 2008 - Availability of Ground-Water Data for California, Water Year 2007","interactions":[],"lastModifiedDate":"2012-03-08T17:16:22","indexId":"fs20083048","displayToPublicDate":"2008-06-19T00:00:00","publicationYear":"2008","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":"2008-3048","title":"Availability of Ground-Water Data for California, Water Year 2007","docAbstract":"The U.S. Geological Survey, Water Resources, in cooperation with Federal, State, and local agencies, obtains a large amount of data pertaining to the ground-water resources of California each water year (October 1-September 30). These data constitute a valuable database for developing an improved understanding of the water resources of the State.\r\n\r\nThis Fact Sheet serves as an index to ground-water data for water year 2007. The 2-page report contains a map of California showing the number of wells (by county) with available water-level and water-quality data for water year 2007 (fig. 2) and instructions for obtaining this and other ground-water information contained in the databases of the U.S. Geological Survey, California Water Science Center.\r\n\r\nFrom 1985 to 1993, data were published in the annual report 'Water Resources Data for California, Volume 5. Ground-Water Data'; prior to 1985, the data were published in U.S. Geological Survey Water-Supply Papers.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/fs20083048","usgsCitation":"Huff, J., and Haltom, T.C., 2008, Availability of Ground-Water Data for California, Water Year 2007: U.S. Geological Survey Fact Sheet 2008-3048, 2 p., https://doi.org/10.3133/fs20083048.","productDescription":"2 p.","temporalStart":"2006-10-01","temporalEnd":"2007-09-30","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":121722,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2008_3048.jpg"},{"id":11446,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2008/3048/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667fbf","contributors":{"authors":[{"text":"Huff, Julia A.","contributorId":23130,"corporation":false,"usgs":true,"family":"Huff","given":"Julia A.","affiliations":[],"preferred":false,"id":295902,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haltom, Thomas C.","contributorId":76018,"corporation":false,"usgs":true,"family":"Haltom","given":"Thomas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":295903,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":82158,"text":"ofr20081203 - 2008 - Flood Magnitude and Frequency of the Delaware River in New Jersey, New York, and Pennsylvania","interactions":[],"lastModifiedDate":"2012-03-08T17:16:28","indexId":"ofr20081203","displayToPublicDate":"2008-06-19T00:00:00","publicationYear":"2008","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":"2008-1203","title":"Flood Magnitude and Frequency of the Delaware River in New Jersey, New York, and Pennsylvania","docAbstract":"From September 2004 to June 2006, the Delaware River in New Jersey, New York, and Pennsylvania experienced three major floods that caused extensive damage. The Federal Emergency Management Agency (FEMA) needed updated information on the flood magnitude and frequency for the eight active streamflow-gaging stations along the main stem Delaware River in New Jersey, New York, and Pennsylvania that included the three recent floods in order to update its flood insurance studies. Therefore, the U.S. Geological Survey (USGS) computed updated flood magnitude and frequency values following the guidelines published by the Interagency Advisory Committee on Water Data in its Bulletin 17B. The updated flood-frequency values indicate that the recurrence interval of the September 2004 flood ranged from 20 to 35 years, the recurrence interval of the April 2005 flood ranged from 40 to 70 years, and the recurrence interval of the June 2006 flood ranged from 70 to greater than 100 years. Examination of trends in flood discharges indicate no statistically significant trends in peak flows during the period of record for any of the eight streamflow-gaging stations.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr20081203","collaboration":"Prepared in cooperation with Federal Emergency Management Agency","usgsCitation":"Schopp, R.D., and Firda, G.D., 2008, Flood Magnitude and Frequency of the Delaware River in New Jersey, New York, and Pennsylvania: U.S. Geological Survey Open-File Report 2008-1203, iv, 9 p., https://doi.org/10.3133/ofr20081203.","productDescription":"iv, 9 p.","onlineOnly":"Y","temporalStart":"2004-09-01","temporalEnd":"2006-06-30","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":195110,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11445,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1203/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -77,40 ], [ -77,42.5 ], [ -74,42.5 ], [ -74,40 ], [ -77,40 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5ef23e","contributors":{"authors":[{"text":"Schopp, Robert D.","contributorId":10426,"corporation":false,"usgs":true,"family":"Schopp","given":"Robert","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":295901,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Firda, Gary D. gfirda@usgs.gov","contributorId":1552,"corporation":false,"usgs":true,"family":"Firda","given":"Gary","email":"gfirda@usgs.gov","middleInitial":"D.","affiliations":[],"preferred":true,"id":295900,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":82155,"text":"ofr20081115 - 2008 - Geologic Field Notes, Geochemical Analyses, and Field Photographs of Outcrops and Rock Samples from the Big Delta B-1 Quadrangle, East-Central Alaska","interactions":[],"lastModifiedDate":"2018-10-22T11:33:30","indexId":"ofr20081115","displayToPublicDate":"2008-06-19T00:00:00","publicationYear":"2008","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":"2008-1115","title":"Geologic Field Notes, Geochemical Analyses, and Field Photographs of Outcrops and Rock Samples from the Big Delta B-1 Quadrangle, East-Central Alaska","docAbstract":"The U.S. Geological Survey, in cooperation with the Alaska Department of Natural Resources Division of Mining, Land, and Water, has released a geologic map of the Big Delta B-1 quadrangle of east-central Alaska (Day and others, 2007). This companion report presents the major element oxide and trace element geochemical analyses, including those for gold, silver, and base metals, for representative rock units and for grab samples from quartz veins and mineralized zones within the quadrangle. Also included are field station locations, field notes, structural data, and field photographs based primarily on observations by W.C. Day with additions by J.M. O'Neill and B.M. Gamble, all of the U.S. Geological Survey. The data are provided in both Microsoft Excel spread sheet format and as a Microsoft Access database.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr20081115","usgsCitation":"Day, W.C., and O’Neill, J.M., 2008, Geologic Field Notes, Geochemical Analyses, and Field Photographs of Outcrops and Rock Samples from the Big Delta B-1 Quadrangle, East-Central Alaska (Version 1.0): U.S. Geological Survey Open-File Report 2008-1115, Report: iv, 14 p.; Database; Tables; Downloads Directory, https://doi.org/10.3133/ofr20081115.","productDescription":"Report: iv, 14 p.; Database; Tables; Downloads Directory","onlineOnly":"Y","additionalOnlineFiles":"Y","costCenters":[{"id":245,"text":"Eastern Mineral and Environmental Resources Science Center","active":true,"usgs":true},{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":195067,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11442,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1115/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -144.5,64.25 ], [ -144.5,64.5 ], [ -144,64.5 ], [ -144,64.25 ], [ -144.5,64.25 ] ] ] } } ] }","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a86e1","contributors":{"authors":[{"text":"Day, Warren C. 0000-0002-9278-2120 wday@usgs.gov","orcid":"https://orcid.org/0000-0002-9278-2120","contributorId":1308,"corporation":false,"usgs":true,"family":"Day","given":"Warren","email":"wday@usgs.gov","middleInitial":"C.","affiliations":[{"id":387,"text":"Mineral Resources Program","active":true,"usgs":true}],"preferred":true,"id":295893,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O’Neill, J. Michael jmoneill@usgs.gov","contributorId":99522,"corporation":false,"usgs":true,"family":"O’Neill","given":"J.","email":"jmoneill@usgs.gov","middleInitial":"Michael","affiliations":[],"preferred":false,"id":295894,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":82156,"text":"ofr20081144 - 2008 - Experimental Repatriation of Mountain Yellow-legged Frogs (Rana muscosa) in the Sierra Nevada of California","interactions":[],"lastModifiedDate":"2012-02-02T00:14:24","indexId":"ofr20081144","displayToPublicDate":"2008-06-19T00:00:00","publicationYear":"2008","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":"2008-1144","title":"Experimental Repatriation of Mountain Yellow-legged Frogs (Rana muscosa) in the Sierra Nevada of California","docAbstract":"In the late 1970s, Rana muscosa (mountain yellow-legged frog) was common in the Tableland area of Sequoia National Park, California where it was possible to find hundreds of tadpoles and adults around many of the ponds and lakes. Surveys in 1993-1995 demonstrated that R. muscosa was absent from more than half of all suitable habitat within the park, including the Tableland area. At that same time, R. muscosa was still common at Sixty Lake Basin, Kings Canyon National Park, 30 km to the northeast. To evaluate the potential causes for the extirpation, we repatriated R. muscosa eggs, tadpoles, subadults, and adult frogs from Sixty Lake Basin to four sites in the Tableland area in 1994 and 1995. We subsequently surveyed each release site and the surrounding area 2 - 3 times per week in 1994-1995, and intermittently in 1996-1997, to monitor the survival of all life history stages, and to detect dispersal of adults and subadults. We also monitored predation, water quality, weather, and water temperature.\r\n\r\nOur techniques for capturing, holding, transporting, and releasing R. muscosa were refined during the study, and during 1995 resulted in high initial survival rates of all life history stages. Adult frogs were anaesthetized, weighed, measured, tagged, and held in plastic boxes with wet paper towels. Tadpoles were collected and held in fiberglass screen cages set in the water at the edge of a pond. This resulted in relatively natural conditions with less crowding and good water circulation. Frogs, tadpoles, and eggs were placed in Ziploc bags for transport to the Tableland by helicopter. Short-term survival of tadpoles, subadults, and adults was high at all four release sites, tadpoles reached metamorphosis, and adult frogs were still present. However, we detected no evidence of reproduction at three sites (e.g., no new eggs or small tadpoles) and nearly all life history stages disappeared within 12 months. At the fourth site, there was limited reproduction, but it was insufficient to maintain a population.\r\n\r\nIt appears that the causal factors for the demise of R. muscosa in the Tableland during the 1970s were still operating in the 1990s or that a new limiting factor has developed. Dispersal, weather, water quality, and predation do not appear to be causative agents; since fish have never been present in the portions of the watershed where we were working, they were not a factor. Observations and data are consistent with the hypotheses that chytridiomycosis, caused by the chytrid fungus Batrachochytrium dendrobatidis, and/or exposure to airborne pesticides caused both declines. However, at the time of our study, chytridiomycosis had not been described and the potentially significant role of contaminants was largely undocumented.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr20081144","collaboration":"Prepared in cooperation with U.S. Environmental Protection Agency","usgsCitation":"Fellers, G.M., Bradford, D.F., Pratt, D., and Wood, L., 2008, Experimental Repatriation of Mountain Yellow-legged Frogs (Rana muscosa) in the Sierra Nevada of California: U.S. Geological Survey Open-File Report 2008-1144, iii, 58 p., https://doi.org/10.3133/ofr20081144.","productDescription":"iii, 58 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":195486,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11443,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1144/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686514","contributors":{"authors":[{"text":"Fellers, Gary M. 0000-0003-4092-0285 gary_fellers@usgs.gov","orcid":"https://orcid.org/0000-0003-4092-0285","contributorId":3150,"corporation":false,"usgs":true,"family":"Fellers","given":"Gary","email":"gary_fellers@usgs.gov","middleInitial":"M.","affiliations":[{"id":651,"text":"Western Ecological Research Center","active":true,"usgs":true}],"preferred":true,"id":295895,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradford, David F.","contributorId":81587,"corporation":false,"usgs":true,"family":"Bradford","given":"David","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":295897,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pratt, David dpratt@usgs.gov","contributorId":5091,"corporation":false,"usgs":true,"family":"Pratt","given":"David","email":"dpratt@usgs.gov","affiliations":[],"preferred":true,"id":295896,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wood, Leslie","contributorId":84467,"corporation":false,"usgs":true,"family":"Wood","given":"Leslie","affiliations":[],"preferred":false,"id":295898,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":82154,"text":"ds353 - 2008 - Mid-Pliocene Planktic Foraminifer Census Data and Alkenone Unsaturation Indices from Ocean Drilling Program Hole 677A","interactions":[],"lastModifiedDate":"2012-02-10T00:11:51","indexId":"ds353","displayToPublicDate":"2008-06-18T00:00:00","publicationYear":"2008","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":"353","title":"Mid-Pliocene Planktic Foraminifer Census Data and Alkenone Unsaturation Indices from Ocean Drilling Program Hole 677A","docAbstract":"The U.S. Geological Survey is conducting a long-term study of mid-Pliocene climatic and oceanographic conditions. One of the key elements of the study involves the use of quantitative composition of planktic foraminifer assemblages in conjunction with other proxies to constrain estimates of sea-surface temperature (SST) and to identify major oceanographic boundaries and water masses.\r\n\r\nRaw census data are made available as soon as possible after analysis through a series of reports that provide the basic data for future work.  In this report we present raw census data (table 1) for planktic foraminifer assemblages in 14 samples from Ocean Drilling Program (ODP) Hole 677A.  We also present alkenone unsaturation index (UK'37) analyses for 89 samples from ODP Hole 677A (table 2).  ODP Hole 677A is located in the Panama basin, due west of Ecuador at 1?12.138'N., 83?44.220'W., in 3461.2 meters of water (fig. 1).\r\n\r\nA variety of statistical methods have been developed to transform foraminiferal census data in Pliocene sequences into quantitative estimates of Pliocene SST.  Details of statistical techniques, taxonomic groupings, and oceanographic interpretations are presented in more formal publications (Dowsett and Poore, 1990, 1991; Dowsett, 1991, 2007a,b; Dowsett and Robinson, 1998, 2007; Dowsett and others, 1996, 1999).","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ds353","usgsCitation":"Robinson, M., Caballero, R., Pohlman, E., Herbert, T., Peck, V., and Dowsett, H., 2008, Mid-Pliocene Planktic Foraminifer Census Data and Alkenone Unsaturation Indices from Ocean Drilling Program Hole 677A: U.S. Geological Survey Data Series 353, Available online only, https://doi.org/10.3133/ds353.","productDescription":"Available online only","onlineOnly":"Y","additionalOnlineFiles":"Y","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":194241,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11441,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/353/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -90,-10 ], [ -90,10 ], [ -70,10 ], [ -70,-10 ], [ -90,-10 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62eb4b","contributors":{"authors":[{"text":"Robinson, Marci","contributorId":100087,"corporation":false,"usgs":true,"family":"Robinson","given":"Marci","affiliations":[],"preferred":false,"id":295892,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Caballero, Rocio","contributorId":8940,"corporation":false,"usgs":true,"family":"Caballero","given":"Rocio","email":"","affiliations":[],"preferred":false,"id":295888,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pohlman, Emily","contributorId":61524,"corporation":false,"usgs":true,"family":"Pohlman","given":"Emily","email":"","affiliations":[],"preferred":false,"id":295890,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Herbert, Timothy","contributorId":33418,"corporation":false,"usgs":true,"family":"Herbert","given":"Timothy","affiliations":[],"preferred":false,"id":295889,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Peck, Victoria","contributorId":96372,"corporation":false,"usgs":true,"family":"Peck","given":"Victoria","email":"","affiliations":[],"preferred":false,"id":295891,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Dowsett, Harry","contributorId":6138,"corporation":false,"usgs":true,"family":"Dowsett","given":"Harry","affiliations":[],"preferred":false,"id":295887,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":82153,"text":"ofr20081210 - 2008 - Technical Analysis of In-Valley Drainage Management Strategies for the Western San Joaquin Valley, California","interactions":[],"lastModifiedDate":"2012-03-08T17:16:28","indexId":"ofr20081210","displayToPublicDate":"2008-06-17T00:00:00","publicationYear":"2008","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":"2008-1210","title":"Technical Analysis of In-Valley Drainage Management Strategies for the Western San Joaquin Valley, California","docAbstract":"The western San Joaquin Valley is one of the most productive farming areas in the United States, but salt-buildup in soils and shallow groundwater aquifers threatens this area?s productivity. Elevated selenium concentrations in soils and groundwater complicate drainage management and salt disposal. In this document, we evaluate constraints on drainage management and implications of various approaches to management considered in: \r\n\r\n*the San Luis Drainage Feature Re-Evaluation (SLDFRE) Environmental Impact Statement (EIS) (about 5,000 pages of documentation, including supporting technical reports and appendices); \r\n\r\n*recent conceptual plans put forward by the San Luis Unit (SLU) contractors (i.e., the SLU Plans) (about 6 pages of documentation); \r\n\r\n*approaches recommended by the San Joaquin Valley Drainage Program (SJVDP) (1990a); and \r\n\r\n*other U.S. Geological Survey (USGS) models and analysis relevant to the western San Joaquin Valley. \r\n\r\nThe alternatives developed in the SLDFRE EIS and other recently proposed drainage plans (refer to appendix A for details) differ from the strategies proposed by the San Joaquin Valley Drainage Program (1990a). The Bureau of Reclamation (USBR) in March 2007 signed a record of decision for an in-valley disposal option that would retire 194,000 acres of land, build 1,900 acres of evaporation ponds, and develop a treatment system to remove salt and selenium from drainwater. The recently proposed SLU Plans emphasize pumping drainage to the surface, storing approximately 33% in agricultural water re-use areas, treating selenium through biotechnology, enhancing the evaporation of water to concentrate salt, and identifying ultimate storage facilities for the remaining approximately 67% of waste selenium and salt. The treatment sequence of reuse, reverse osmosis, selenium bio-treatment, and enhanced solar evaporation is unprecedented and untested at the scale needed to meet plan requirements. \r\n\r\nAll drainage management strategies that have been proposed seek to reduce the amount of drainage water produced. One approach is to reduce the amount of drainage per irrigated acre. From modeling simulations performed for the SLDFRE EIS of the Westlands Area of the SLU, theoretical minimums that can be achieved range from approximately 0.16 to 0.25 acre-feet per acre per year (AF/acre/year). Minimum production rates from the Northerly Area of the SLU are theorized as being much higher, approximately 0. 42 to 0.28 AF/acre/year. Rates shown in the SLU Plans for drained acres from the two areas combined are 0.5 AF/acre/year at the subsurface drain stage and 0.37 AF/acre/year after a series of on-farm and regional measures are instituted. \r\n\r\nLand retirement is a key strategy to reduce drainage because it can effectively reduce drainage to zero if all drainage-impaired lands are retired. Land retirement alternatives considered in the SLDFRE EIS differ for the two areas analyzed in the SLU. The Northerly Area is to retire a nominal 10,000 acres and Westlands is to retire up to 300,000 acres. The initial land retirement option recently put forth in the SLU Plans predicted drainage volume reductions that are consistent with 200,000 acres of land retirement, but only 100,000 acres of land retirement was proposed. \r\n\r\nWithin the proposed area of drainage there are, for all practical purposes, unlimited reservoirs of selenium and salt stored within the aquifers and soils of the valley and upslope in the Coast Ranges. Salt imported in irrigation water is estimated to be at least 1.5 million tons per year for the Westlands and Northerly Areas (SJVDIP, 1998). Analysis of the land retirement alternatives presented in the SLDFRE EIS indicates that land retirement of a minimum of only 100,000 acres results in the annual pumping to the surface of 20,142 pounds of selenium or about a million pounds of selenium over a 50 year period. Retiring 200,000 acres results in an annual pumping of 14,750 pounds of selenium; and reti","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr20081210","usgsCitation":"Presser, T.S., and Schwarzbach, S.E., 2008, Technical Analysis of In-Valley Drainage Management Strategies for the Western San Joaquin Valley, California (Version 1.0): U.S. Geological Survey Open-File Report 2008-1210, vii, 37 p., https://doi.org/10.3133/ofr20081210.","productDescription":"vii, 37 p.","onlineOnly":"Y","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":195008,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11439,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1210/","linkFileType":{"id":5,"text":"html"}}],"edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686429","contributors":{"authors":[{"text":"Presser, Theresa S. 0000-0001-5643-0147 tpresser@usgs.gov","orcid":"https://orcid.org/0000-0001-5643-0147","contributorId":2467,"corporation":false,"usgs":true,"family":"Presser","given":"Theresa","email":"tpresser@usgs.gov","middleInitial":"S.","affiliations":[{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true}],"preferred":true,"id":295886,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schwarzbach, Steven E. steven_schwarzbach@usgs.gov","contributorId":1025,"corporation":false,"usgs":true,"family":"Schwarzbach","given":"Steven","email":"steven_schwarzbach@usgs.gov","middleInitial":"E.","affiliations":[{"id":651,"text":"Western Ecological Research Center","active":true,"usgs":true}],"preferred":true,"id":295885,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":82151,"text":"sir20085093 - 2008 - Simulation of Flow, Sediment Transport, and Sediment Mobility of the Lower Coeur d'Alene River, Idaho","interactions":[],"lastModifiedDate":"2012-03-08T17:16:22","indexId":"sir20085093","displayToPublicDate":"2008-06-17T00:00:00","publicationYear":"2008","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":"2008-5093","title":"Simulation of Flow, Sediment Transport, and Sediment Mobility of the Lower Coeur d'Alene River, Idaho","docAbstract":"A one-dimensional sediment-transport model and a multi-dimensional hydraulic and bed shear stress model were developed to investigate the hydraulic, sediment transport, and sediment mobility characteristics of the lower Coeur d?Alene River in northern Idaho. This report documents the development and calibration of those models, as well as the results of model simulations. \r\n\r\nThe one-dimensional sediment-transport model (HEC-6) was developed, calibrated, and used to simulate flow hydraulics and erosion, deposition, and transport of sediment in the lower Coeur d?Alene River. The HEC-6 modeled reach, comprised of 234 cross sections, extends from Enaville, Idaho, on the North Fork of the Coeur d?Alene River and near Pinehurst, Idaho, on the South Fork of the river to near Harrison, Idaho, on the main stem of the river. Bed-sediment samples collected by previous investigators and samples collected for this study in 2005 were used in the model. Sediment discharge curves from a previous study were updated using suspended-sediment samples collected at three sites since April 2000. The HEC-6 was calibrated using river discharge and water-surface elevations measured at five U.S. Geological Survey gaging stations. The calibrated HEC-6 model allowed simulation of management alternatives to assess erosion and deposition from proposed dredging of contaminated streambed sediments in the Dudley reach. Four management alternatives were simulated with HEC-6. Before the start of simulation for these alternatives, seven cross sections in the reach near Dudley, Idaho, were deepened 20 feet?removing about 296,000 cubic yards of sediments?to simulate dredging. \r\n\r\nManagement alternative 1 simulated stage-discharge conditions from 2000, and alternative 2 simulated conditions from 1997. Results from alternatives 1 and 2 indicated that about 6,500 and 12,300 cubic yards, respectively, were deposited in the dredged reach. These figures represent 2 and 4 percent, respectively, of the total volume of dredged sediments removed before the start of simulation. \r\n\r\nIn alternatives 3 and 4, the incoming total sediment discharges from the South Fork of the river were decreased by one-half. Management alternative 3 simulated stage-discharge conditions from 2000, and alternative 4 simulated conditions from 1997. Reducing incoming sediment discharge from the South Fork did not affect the streambed and deposition in the Dudley and downstream reaches, probably because the distance between the South Fork and the Dudley reach is long enough for sediment supply, transport capacity, and channel geometry to be balanced before reaching the Dudley and downstream reaches.\r\n\r\nDevelopment and calibration of a multi-dimensional hydraulic and bed shear stress model (FASTMECH) allowed simulation of water-surface elevation, depth, velocity, bed shear stress, and sediment mobility in the Dudley reach (5.3 miles). The computational grid incorporated bathymetric and Light Detection and Ranging (LIDAR) data, with a node spacing of about 2.5 meters.\r\n\r\nWith the exception of the fourth FASTMECH calibration simulation, results from the FASTMECH calibration simulations indicated that flow depths, flow velocities, and bed shear stresses increased as river discharge increased. Water-surface elevations in the fourth calibration simulation were about 2 feet higher than those in the other simulations because high lake levels in Coeur d?Alene Lake caused backwater conditions. Average simulated velocities along the thalweg ranged from about 3 to 5.3 feet per second, and maximum simulated velocities ranged from 3.9 to 7 feet per second. In the dredged reach, average simulated velocity along the thalweg ranged from 3.5 to 6 feet per second. The model also simulated several back-eddies (flow reversal); the largest eddy encompassed about one-third of the river width. Average bed shear stresses increased more than 200 percent from the first to the last simulation. Simulated sediment mobility, asses","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/sir20085093","collaboration":"Prepared in cooperation with the Idaho Department of Environmental Quality, Basin Environmental Improvement Commission, and the U.S. Environmental Protection Agency","usgsCitation":"Berenbrock, C., and Tranmer, A.W., 2008, Simulation of Flow, Sediment Transport, and Sediment Mobility of the Lower Coeur d'Alene River, Idaho: U.S. Geological Survey Scientific Investigations Report 2008-5093, viii, 165 p., https://doi.org/10.3133/sir20085093.","productDescription":"viii, 165 p.","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":194535,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11438,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2008/5093/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -118.5,47 ], [ -118.5,48 ], [ -115.5,48 ], [ -115.5,47 ], [ -118.5,47 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47afe4b07f02db49c355","contributors":{"authors":[{"text":"Berenbrock, Charles","contributorId":30598,"corporation":false,"usgs":true,"family":"Berenbrock","given":"Charles","email":"","affiliations":[],"preferred":false,"id":295878,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tranmer, Andrew W.","contributorId":44243,"corporation":false,"usgs":true,"family":"Tranmer","given":"Andrew","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":295879,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":82149,"text":"sir20085063 - 2008 - Net Acid Production, Acid Neutralizing Capacity, and Associated Mineralogical and Geochemical Characteristics of Animas River Watershed Igneous Rocks Near Silverton, Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:11:48","indexId":"sir20085063","displayToPublicDate":"2008-06-15T00:00:00","publicationYear":"2008","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":"2008-5063","title":"Net Acid Production, Acid Neutralizing Capacity, and Associated Mineralogical and Geochemical Characteristics of Animas River Watershed Igneous Rocks Near Silverton, Colorado","docAbstract":"This report presents results from laboratory and field studies involving the net acid production (NAP), acid neutralizing capacity (ANC), and magnetic mineralogy of 27 samples collected in altered volcanic terrain in the upper Animas River watershed near Silverton, Colo., during the summer of 2005. Sampling focused mainly on the volumetrically important, Tertiary-age volcanic and plutonic rocks that host base- and precious-metal mineralization in the study area. These rocks were analyzed to determine their potential for neutralization of acid-rock drainage.\r\n\r\nRocks in the study area have been subjected to a regional propylitic alteration event, which introduced calcite, chlorite (clinochlore), and epidote that have varying amounts and rates of acid neutralizing capacity (ANC). Locally, hydrothermal alteration has consumed any ANC and introduced minerals, mainly pyrite, that have a high net acid production (NAP). Laboratory studies included hydrogen pyroxide (H2O2) acid digestion and subsequent sodium hydroxide (NaOH) titration to determine NAP, and sulfuric acid (H2SO4) acid titration experiments to determine ANC. In addition to these environmental rock-property determinations, mineralogical, chemical, and petrographic characteristics of each sample were determined through semiquantitative X-ray diffractometry (Rietveld method), optical mineralogy, wavelength dispersive X-ray fluorescence, total carbon-carbonate, and inductively coupled plasma?mass spectrometric analysis.\r\n\r\nAn ANC ranking was assigned to rock samples based on calculated ANC quantity in kilograms/ton (kg/t) calcium carbonate equivalent and ratios of ANC to NAP. Results show that talus near the southeast Silverton caldera margin, composed of andesite clasts of the Burns Member of the Silverton Volcanics, has the highest ANC (>100 kg/t calcium carbonate equivalent) with little to no NAP. The other units found to have moderate to high ANC include (a) andesite lavas and volcaniclastic rocks of the San Juan Formation, west and northwest of the Silverton caldera, and (b) the Picayune Megabreccia Member of Sapinero Mesa Tuff along the western San Juan caldera margin. Sultan Mountain stock, composed of granitoid intrusive rocks, was shown to have low ANC and moderate NAP.\r\n\r\nSequential leachate analyses on a suite of whole-rock samples from the current and a previous study indicate that host rock composition and mineralogy control leachate compositions. The most mafic volcanic samples had high leachate concentrations for Mg, Fe, and Ca, whereas silicic volcanic samples had lower ferromagnesiun compositions. Samples with high chlorite abundance also had high leachable Mg concentrations. Trace-element substitution, such as Sr for Ca in plagioclase, controls high Sr concentrations in those samples with high plagioclase abundance. High Ti abundance in leachate was observed in those samples with high magnetite concentrations. This is likely due to samples containing intergrown magnetite-ilmenite. Whole rocks having high trace-element concentrations have relatively high leachate trace-element abundances. Some lavas of the San Juan Formation and Burns Member of the Silverton Volcanics had elevated Zn-, Cd-, and Pb-leachate concentrations. Manganese was also elevated in one San Juan Formation sample. Other San Juan Formation and Burns Member lavas had low to moderate trace-element abundances. One sample of the pyroxene andesite member of the Silverton Volcanics had elevated concentrations for As and Mo. Most other pyroxene andesite member samples had low leachate trace-element abundances.\r\n\r\nMine-waste-leachate analyses indicated that one mine-waste sample had elevated concentrations of Cu (1.5 orders of magnitude), Zn (1 order of magnitude), As (1 order of magnitude), Mo (1.5 to 2 orders of magnitude), Cd (1 to 2 orders of magnitude), and Pb (2 to 3 orders of magnitude) compared to whole rocks. These data indicate the importance of whole-rock geochemistry or leachate analys","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/sir20085063","isbn":"9781411321649","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Yager, D.B., Choate, L., and Stanton, M.R., 2008, Net Acid Production, Acid Neutralizing Capacity, and Associated Mineralogical and Geochemical Characteristics of Animas River Watershed Igneous Rocks Near Silverton, Colorado (Version 1.0): U.S. Geological Survey Scientific Investigations Report 2008-5063, Report: vi, 63 p.; Plate: 34 x 28 inches; Downloads Directory, https://doi.org/10.3133/sir20085063.","productDescription":"Report: vi, 63 p.; Plate: 34 x 28 inches; Downloads Directory","additionalOnlineFiles":"Y","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":195157,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11433,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2008/5063/","linkFileType":{"id":5,"text":"html"}}],"scale":"24000","projection":"Universal Transverse Mercator","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -107.86749999999999,37.75 ], [ -107.86749999999999,38 ], [ -107.5,38 ], [ -107.5,37.75 ], [ -107.86749999999999,37.75 ] ] ] } } ] }","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697b67","contributors":{"authors":[{"text":"Yager, Douglas B. 0000-0001-5074-4022 dyager@usgs.gov","orcid":"https://orcid.org/0000-0001-5074-4022","contributorId":798,"corporation":false,"usgs":true,"family":"Yager","given":"Douglas","email":"dyager@usgs.gov","middleInitial":"B.","affiliations":[{"id":171,"text":"Central Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":295872,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Choate, LaDonna","contributorId":32887,"corporation":false,"usgs":true,"family":"Choate","given":"LaDonna","affiliations":[],"preferred":false,"id":295874,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stanton, Mark R. mstanton@usgs.gov","contributorId":1834,"corporation":false,"usgs":true,"family":"Stanton","given":"Mark","email":"mstanton@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":295873,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":82147,"text":"ofr20081205 - 2008 - A Preliminary SPARROW Model of Suspended Sediment for the Conterminous United States","interactions":[],"lastModifiedDate":"2012-02-02T00:14:26","indexId":"ofr20081205","displayToPublicDate":"2008-06-14T00:00:00","publicationYear":"2008","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":"2008-1205","title":"A Preliminary SPARROW Model of Suspended Sediment for the Conterminous United States","docAbstract":"This report describes the results of a preliminary Spatially Referenced Regression on Watershed attributes (SPARROW) model of suspended sediment for the conterminous United States. The analysis is based on flux estimates compiled from more than 1,800 long-term monitoring stations operated by the U.S. Geological Survey (USGS) during the period 1975-2007. The SPARROW model is structured on the Reach File 1 (RF1) stream network, consisting of approximately 62,000 reach segments. The reach network has been modified to include more than 4,000 reservoirs, an important landscape feature affecting the delivery of suspended sediment. The model identifies six sources of sediment, including the stream channel and five classes of land use: urban, forested, Federal nonforested, agricultural and other, and noninundated land. The delivery of sediment from landform sources to RF1 streams is mediated by soil permeability, erodibility, slope, and rainfall; streamflow is found to affect the amount of sediment mobilized from the stream channel. The results show agricultural land and the stream channel to be major sources of sediment flux. Per unit area, Federal nonforested and urban lands are the largest landform sediment sources. Reservoirs are identified as major sites for sediment attenuation. This report includes a description for how the model results can be used to assess changes in instream sediment flux and concentration resulting from proposed changes in the regulation of sediment discharge from construction sites.\r\n","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr20081205","usgsCitation":"Schwarz, G., 2008, A Preliminary SPARROW Model of Suspended Sediment for the Conterminous United States: U.S. Geological Survey Open-File Report 2008-1205, iii, 7 p., https://doi.org/10.3133/ofr20081205.","productDescription":"iii, 7 p.","onlineOnly":"Y","temporalStart":"1975-01-01","temporalEnd":"2007-12-31","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":195811,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11429,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1205/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4964e4b0b290850ef1e9","contributors":{"authors":[{"text":"Schwarz, Gregory E. 0000-0002-9239-4566 gschwarz@usgs.gov","orcid":"https://orcid.org/0000-0002-9239-4566","contributorId":543,"corporation":false,"usgs":true,"family":"Schwarz","given":"Gregory E.","email":"gschwarz@usgs.gov","affiliations":[{"id":5067,"text":"Northeast Regional Director's Office","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":false,"id":295870,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":82144,"text":"ofr20081159 - 2008 - TRIGRS - A Fortran Program for Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Analysis, Version 2.0","interactions":[],"lastModifiedDate":"2012-02-02T00:14:29","indexId":"ofr20081159","displayToPublicDate":"2008-06-14T00:00:00","publicationYear":"2008","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":"2008-1159","title":"TRIGRS - A Fortran Program for Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Analysis, Version 2.0","docAbstract":"The Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Model (TRIGRS) is a Fortran program designed for modeling the timing and distribution of shallow, rainfall-induced landslides. The program computes transient pore-pressure changes, and attendant changes in the factor of safety, due to rainfall infiltration. The program models rainfall infiltration, resulting from storms that have durations ranging from hours to a few days, using analytical solutions for partial differential equations that represent one-dimensional, vertical flow in isotropic, homogeneous materials for either saturated or unsaturated conditions. Use of step-function series allows the program to represent variable rainfall input, and a simple runoff routing model allows the user to divert excess water from impervious areas onto more permeable downslope areas. The TRIGRS program uses a simple infinite-slope model to compute factor of safety on a cell-by-cell basis. An approximate formula for effective stress in unsaturated materials aids computation of the factor of safety in unsaturated soils. Horizontal heterogeneity is accounted for by allowing material properties, rainfall, and other input values to vary from cell to cell. This command-line program is used in conjunction with geographic information system (GIS) software to prepare input grids and visualize model results.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20081159","usgsCitation":"Baum, R.L., Savage, W.Z., and Godt, J.W., 2008, TRIGRS - A Fortran Program for Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Analysis, Version 2.0 (Revised Oct 20 2009): U.S. Geological Survey Open-File Report 2008-1159, Report: vi, 75 p.; Downloads Directory, https://doi.org/10.3133/ofr20081159.","productDescription":"Report: vi, 75 p.; Downloads Directory","onlineOnly":"Y","additionalOnlineFiles":"Y","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":195001,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11426,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1159/","linkFileType":{"id":5,"text":"html"}}],"edition":"Revised Oct 20 2009","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adfe4b07f02db6878a2","contributors":{"authors":[{"text":"Baum, Rex L. 0000-0001-5337-1970 baum@usgs.gov","orcid":"https://orcid.org/0000-0001-5337-1970","contributorId":1288,"corporation":false,"usgs":true,"family":"Baum","given":"Rex","email":"baum@usgs.gov","middleInitial":"L.","affiliations":[{"id":300,"text":"Geologic Hazards Science Center","active":true,"usgs":true}],"preferred":true,"id":295861,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Savage, William Z.","contributorId":107686,"corporation":false,"usgs":true,"family":"Savage","given":"William","email":"","middleInitial":"Z.","affiliations":[],"preferred":false,"id":295862,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Godt, Jonathan W. 0000-0002-8737-2493 jgodt@usgs.gov","orcid":"https://orcid.org/0000-0002-8737-2493","contributorId":1166,"corporation":false,"usgs":true,"family":"Godt","given":"Jonathan","email":"jgodt@usgs.gov","middleInitial":"W.","affiliations":[{"id":508,"text":"Office of the AD Hazards","active":true,"usgs":true},{"id":300,"text":"Geologic Hazards Science Center","active":true,"usgs":true}],"preferred":true,"id":295860,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":82143,"text":"ofr20081182 - 2008 - Water-Quality and Lake-Stage Data for Wisconsin Lakes, Water Year 2007","interactions":[],"lastModifiedDate":"2018-02-06T12:18:56","indexId":"ofr20081182","displayToPublicDate":"2008-06-13T00:00:00","publicationYear":"2008","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":"2008-1182","title":"Water-Quality and Lake-Stage Data for Wisconsin Lakes, Water Year 2007","docAbstract":"The U.S. Geological Survey (USGS), in cooperation with local and other agencies, collects data at selected lakes throughout Wisconsin. These data, accumulated over many years, provide a data base for developing an improved understanding of the water quality of lakes. To make these data available to interested parties outside the USGS, the data are published annually in this report series. The locations of water-quality and lake-stage stations in Wisconsin for water year 2007 are shown in figure 1. A water year is the 12-month period from October 1 through September 30. It is designated by the calendar year in which it ends. Thus, the period October 1, 2005 through September 30, 2007 is called 'water year 2007.' \r\n\r\nThe purpose of this report is to provide information about the chemical and physical characteristics of Wisconsin lakes. Data that have been collected at specific lakes, and information to aid in the interpretation of those data, are included in this report. Data collected include measurements of in-lake water quality and lake stage. Time series of Secchi depths, surface total phosphorus and chlorophyll a concentrations collected during non-frozen periods are included for all lakes. Graphs of vertical profiles of temperature, dissolved oxygen, pH, and specific conductance are included for sites where these parameters were measured. Descriptive information for each lake includes: location of the lake, area of the lake?s watershed, period for which data are available, revisions to previously published records, and pertinent remarks. Additional data, such as streamflow and water quality in tributary and outlet streams of some of the lakes, are published in another volume: 'Water Resources Data-Wisconsin, 2007.'","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr20081182","collaboration":"Prepared in cooperation with State of Wisconsin and other agencies","usgsCitation":"Wisconsin Water Science Center Lake-Studies Team: Rose, W.J., Garn, H., Goddard, G.L., Marsh, S., Olson, D., and Robertson, D.M., 2008, Water-Quality and Lake-Stage Data for Wisconsin Lakes, Water Year 2007: U.S. Geological Survey Open-File Report 2008-1182, vii, 204 p., https://doi.org/10.3133/ofr20081182.","productDescription":"vii, 204 p.","temporalStart":"2006-10-01","temporalEnd":"2007-09-30","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":195251,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11425,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1182/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -92.83333333333333,42.5 ], [ -92.83333333333333,47 ], [ -86.83333333333333,47 ], [ -86.83333333333333,42.5 ], [ -92.83333333333333,42.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adfe4b07f02db687cde","contributors":{"authors":[{"text":"Wisconsin Water Science Center Lake-Studies Team: Rose, W. J.","contributorId":6550,"corporation":false,"usgs":true,"family":"Wisconsin Water Science Center Lake-Studies Team: Rose","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":295854,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Garn, H.S.","contributorId":42601,"corporation":false,"usgs":true,"family":"Garn","given":"H.S.","affiliations":[],"preferred":false,"id":295858,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Goddard, G. L.","contributorId":10442,"corporation":false,"usgs":true,"family":"Goddard","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":295855,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Marsh, S.B.","contributorId":105329,"corporation":false,"usgs":true,"family":"Marsh","given":"S.B.","email":"","affiliations":[],"preferred":false,"id":295859,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Olson, D.L.","contributorId":34943,"corporation":false,"usgs":true,"family":"Olson","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":295856,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Robertson, Dale M. 0000-0001-6799-0596 dzrobert@usgs.gov","orcid":"https://orcid.org/0000-0001-6799-0596","contributorId":150760,"corporation":false,"usgs":true,"family":"Robertson","given":"Dale","email":"dzrobert@usgs.gov","middleInitial":"M.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":295857,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":82138,"text":"sir20085080 - 2008 - Estimated Loads of Suspended Sediment and Selected Trace Elements Transported through Milltown Reservoir in the Upper Clark Fork Basin, Montana, Water Years 2004-07","interactions":[],"lastModifiedDate":"2012-03-08T17:16:28","indexId":"sir20085080","displayToPublicDate":"2008-06-12T00:00:00","publicationYear":"2008","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":"2008-5080","title":"Estimated Loads of Suspended Sediment and Selected Trace Elements Transported through Milltown Reservoir in the Upper Clark Fork Basin, Montana, Water Years 2004-07","docAbstract":"The purpose of this report is to present estimated daily and annual loads of suspended sediment and selected trace elements for water years 2004-07 at two sites upstream and one site downstream from Milltown Reservoir. Milltown Reservoir is a National Priorities List Superfund site in the upper Clark Fork basin of western Montana where sediments enriched in trace elements from historical mining and ore processing have been deposited since the construction of Milltown Dam in 1907. The estimated loads were used to quantify annual net gains and losses (mass balance) of suspended sediment and trace elements within Milltown Reservoir before and after June 1, 2006, which was the start of Stage 1 of a permanent drawdown of the reservoir in preparation for removal of Milltown Dam. This study was done in cooperation with the U.S. Environmental Protection Agency.\r\n\r\nDaily loads of suspended sediment were estimated for water years 2004-07 by using either high-frequency sampling as part of daily sediment monitoring or regression equations relating suspended-sediment discharge to streamflow. Daily loads of unfiltered-recoverable arsenic, cadmium, copper, iron, lead, manganese, and zinc were estimated by using regression equations relating trace-element discharge to suspended-sediment discharge. Regression equations were developed from data for eriodic water-quality samples collected during water years 2004-07. The equations were applied to daily records of either streamflow or suspended-sediment discharge to produce estimated daily loads.\r\n\r\nVariations in daily suspended-sediment and trace-element loads generally coincided with variations in streamflow. For most of the period before June 1, 2006, differences in daily loads transported to and from Milltown Reservoir were minor or indicated small amounts of deposition; however, losses of suspended sediment and trace elements from the reservoir occurred during temporary drawdowns in July-August 2004 and October-December 2005. After the start of Stage 1 of the permanent drawdown on June 1, 2006, losses of suspended sediment and trace elements from the reservoir persisted for all streamflow conditions during the entire interval of the Stage 1 drawdown (June 1, 2006-September 30, 2007) within the study period.\r\n\r\nEstimated daily loads of suspended sediment and trace elements were summed for each year to produce estimated annual loads used to determine the annual net gains (deposition) or losses (erosion) of each constituent within Milltown Reservoir during water years 2004-07. During water year 2004, there was an annual net gain of suspended sediment in the reservoir. The annual net gains and losses of trace elements were inconsistent in water year 2004, with gains occurring for arsenic ad iron, but losses occurring for cadmium, copper, lead, manganese, and zinc. In water year 2005, there were annual net gains of suspended sediment and all the trace elements within the reservoir. In water year 2006, there were annual net losses of all constituents from the reservoir, likely as the result of sediment erosion from the reservoir during both a temporary drawdown in October-December 2005 and Stage 1 of the permanent drawdown that continued after June 1, 2006. In water year 2007, when the Stage 1 drawdown was in effect for the entire year, there were large annual net losses of suspended sediment and trace elements from the reservoir. The annual net losses of constituents from Milltown Reservoir in water year 2007 were the largest of any year during the 2004-07 study period. In water year 2007, the annual net loss of suspended sediment from the reservoir was 130,000 tons, which was more than double (about 222 percent) the combined inflow to the reservoir. The largest annual net losses of trace elements in water year 2007, in percent of the combined inflow to the reservoir, occurred for cadmium, copper, lead, and zinc-about 190 percent for cadmium, 170 percent for copper, 150 percent for lead, and 238 p","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/sir20085080","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Lambing, J.H., and Sando, S.K., 2008, Estimated Loads of Suspended Sediment and Selected Trace Elements Transported through Milltown Reservoir in the Upper Clark Fork Basin, Montana, Water Years 2004-07: U.S. Geological Survey Scientific Investigations Report 2008-5080, vi, 25 p., https://doi.org/10.3133/sir20085080.","productDescription":"vi, 25 p.","temporalStart":"2003-10-01","temporalEnd":"2007-09-30","costCenters":[{"id":400,"text":"Montana Water Science Center","active":false,"usgs":true}],"links":[{"id":194239,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11418,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2008/5080/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.5,45.75 ], [ -114.5,47 ], [ -112,47 ], [ -112,45.75 ], [ -114.5,45.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fde25","contributors":{"authors":[{"text":"Lambing, John H.","contributorId":64272,"corporation":false,"usgs":true,"family":"Lambing","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":295847,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sando, Steven K. 0000-0003-1206-1030 sksando@usgs.gov","orcid":"https://orcid.org/0000-0003-1206-1030","contributorId":1016,"corporation":false,"usgs":true,"family":"Sando","given":"Steven","email":"sksando@usgs.gov","middleInitial":"K.","affiliations":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"preferred":true,"id":295846,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":82139,"text":"sir20085006 - 2008 - Documentation of Computer Program INFIL3.0 - A Distributed-Parameter Watershed Model to Estimate Net Infiltration Below the Root Zone","interactions":[],"lastModifiedDate":"2012-02-02T00:14:16","indexId":"sir20085006","displayToPublicDate":"2008-06-12T00:00:00","publicationYear":"2008","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":"2008-5006","title":"Documentation of Computer Program INFIL3.0 - A Distributed-Parameter Watershed Model to Estimate Net Infiltration Below the Root Zone","docAbstract":"This report documents the computer program INFIL3.0, which is a grid-based, distributed-parameter, deterministic water-balance watershed model that calculates the temporal and spatial distribution of daily net infiltration of water across the lower boundary of the root zone. The bottom of the root zone is the estimated maximum depth below ground surface affected by evapotranspiration. In many field applications, net infiltration below the bottom of the root zone can be assumed to equal net recharge to an underlying water-table aquifer. The daily water balance simulated by INFIL3.0 includes precipitation as either rain or snow; snowfall accumulation, sublimation, and snowmelt; infiltration into the root zone; evapotranspiration from the root zone; drainage and water-content redistribution within the root-zone profile; surface-water runoff from, and run-on to, adjacent grid cells; and net infiltration across the bottom of the root zone.\r\n\r\nThe water-balance model uses daily climate records of precipitation and air temperature and a spatially distributed representation of drainage-basin characteristics defined by topography, geology, soils, and vegetation to simulate daily net infiltration at all locations, including stream channels with intermittent streamflow in response to runoff from rain and snowmelt. The model does not simulate streamflow originating as ground-water discharge. Drainage-basin characteristics are represented in the model by a set of spatially distributed input variables uniquely assigned to\r\neach grid cell of a model grid.\r\n\r\nThe report provides a description of the conceptual model of net infiltration on which the INFIL3.0 computer code is based and a detailed discussion of the methods by which INFIL3.0 simulates the net-infiltration process. The report also includes instructions for preparing input files necessary for an INFIL3.0 simulation, a description of the output files that are created as part of an INFIL3.0 simulation, and a sample problem that illustrates application of the code to a field setting. Brief descriptions of the main program routine and of each of the modules and subroutines of the INFIL3.0 code, as well as definitions of the variables used in each subroutine, are provided in an appendix.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/sir20085006","usgsCitation":"Water Resources Division, U.S. Geological Survey, 2008, Documentation of Computer Program INFIL3.0 - A Distributed-Parameter Watershed Model to Estimate Net Infiltration Below the Root Zone: U.S. Geological Survey Scientific Investigations Report 2008-5006, viii, 99 p., https://doi.org/10.3133/sir20085006.","productDescription":"viii, 99 p.","onlineOnly":"Y","costCenters":[{"id":494,"text":"Office of Groundwater","active":false,"usgs":true}],"links":[{"id":190790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11419,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2008/5006/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a57e4b07f02db62e418","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534965,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":82137,"text":"fs20083045 - 2008 - Space acquired photography","interactions":[],"lastModifiedDate":"2017-03-28T11:10:16","indexId":"fs20083045","displayToPublicDate":"2008-06-12T00:00:00","publicationYear":"2008","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":"2008-3045","title":"Space acquired photography","docAbstract":"<p><span>Interested in a photograph of the first space walk by an American astronaut, or the first photograph from space of a solar eclipse? Or maybe your interest is in a specific geologic, oceanic, or meteorological phenomenon? The U.S. Geological Survey (USGS) Earth Resources Observation and Science (EROS) Center is making photographs of the Earth taken from space available for search, download, and ordering. These photographs were taken by Gemini mission astronauts with handheld cameras or by the Large Format Camera that flew on space shuttle </span><i>Challenger</i><span> in October 1984. Space photographs are distributed by EROS only as high-resolution scanned or medium-resolution digital products.</span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs20083045","usgsCitation":"Water Resources Division, U.S. Geological Survey, 2008, Space acquired photography: U.S. Geological Survey Fact Sheet 2008-3045, 2 p., https://doi.org/10.3133/fs20083045.","productDescription":"2 p.","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true},{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":126301,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2008_3045.jpg"},{"id":338450,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/2008/3045/pdf/fs2008-3045.pdf"},{"id":11417,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2008/3045/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e712f","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534964,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70210604,"text":"70210604 - 2008 - Experimental investigation on thermochemical sulfate reduction by H2S initiation","interactions":[],"lastModifiedDate":"2020-06-12T17:57:30.283714","indexId":"70210604","displayToPublicDate":"2008-06-11T14:09:39","publicationYear":"2008","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1759,"text":"Geochimica et Cosmochimica Acta","active":true,"publicationSubtype":{"id":10}},"displayTitle":"Experimental investigation on thermochemical sulfate reduction by H<sub>2</sub>S initiation","title":"Experimental investigation on thermochemical sulfate reduction by H2S initiation","docAbstract":"<p>Hydrogen sulfide (H<sub>2</sub>S) is known to catalyze thermochemical sulfate reduction (TSR) by hydrocarbons (HC), but the reaction mechanism remains unclear. To understand the mechanism of this catalytic reaction, a series of isothermal gold-tube hydrous pyrolysis experiments were conducted at 330&nbsp;°C for 24&nbsp;h under a constant confining pressure of 24.1&nbsp;MPa. The reactants used were saturated HC (sulfur-free) and CaSO<sub>4</sub><span>&nbsp;</span>in the presence of variable H<sub>2</sub>S partial pressures at three different pH conditions. The experimental results showed that the<span>&nbsp;</span><i>in</i>-<i>situ</i><span>&nbsp;</span>pH of the aqueous solution (herein,<span>&nbsp;</span><i>in</i>-<i>situ</i><span>&nbsp;</span>pH refers to the calculated pH of aqueous solution under the experimental conditions) can significantly affect the rate of the TSR reaction. A substantial increase in the TSR reaction rate was recorded with a decrease in the<span>&nbsp;</span><i>in</i>-<i>situ</i><span>&nbsp;</span>pH value of the aqueous solution involved. A positive correlation between the rate of TSR and the initial partial pressure of H<sub>2</sub>S occurred under acidic conditions (at<span>&nbsp;</span><i>pH</i><span>&nbsp;</span>∼3–3.5). However, sulfate reduction at pH ∼5.0 was undetectable even at high initial H<sub>2</sub>S concentrations. To investigate whether the reaction of H<sub>2</sub>S<sub>(aq)</sub><span>&nbsp;</span>and<span>&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-1-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><mrow is=&quot;true&quot;><mmultiscripts is=&quot;true&quot;><mrow is=&quot;true&quot;><mtext is=&quot;true&quot;>HSO</mtext></mrow><mrow is=&quot;true&quot;><mn is=&quot;true&quot;>4</mn></mrow><none is=&quot;true&quot; /><none is=&quot;true&quot; /><mrow is=&quot;true&quot;><mo is=&quot;true&quot;>-</mo></mrow></mmultiscripts></mrow></math>\"><span class=\"MJX_Assistive_MathML\">HSO4-</span></span></span><span>&nbsp;</span>occurs at pH ∼3, an additional series of isothermal hydrous pyrolysis experiments was conducted with CaSO<sub>4</sub><span>&nbsp;</span>and variable H<sub>2</sub>S partial pressures in the absence of HC at the same experimental temperature and pressure conditions. CaSO<sub>4</sub><span>&nbsp;</span>reduction was not measurable in the absence of paraffin even with high H<sub>2</sub>S pressure and acidic conditions. These experimental observations indicate that the formation of organosulfur intermediates from H<sub>2</sub>S reacting with hydrocarbons may play a significant role in sulfate reduction under our experimental conditions rather than the formation of elemental sulfur from H<sub>2</sub>S reacting with sulfate as has been suggested previously (Toland W. G. (1960) Oxidation of organic compounds with aqueous sulphate.<span>&nbsp;</span><i>J. Am. Chem. Soc.</i><span>&nbsp;</span><strong>82</strong>, 1911–1916).</p><p>Quantification of labile organosulfur compounds (LSC), such as thiols and sulfides, was performed on the products of the reaction of H<sub>2</sub>S and HC from a series of gold-tube non-isothermal hydrous pyrolysis experiments conducted at about pH 3 from 300 to 370&nbsp;°C and a 0.1-°C/h heating rate. Incorporation of sulfur into HC resulted in an appreciable amount of thiol and sulfide formation. The rate of LSC formation positively correlated with the initial H<sub>2</sub>S pressure. Thus, we propose that the LSC produced from H<sub>2</sub>S reaction with HC are most likely the reactive intermediates for H<sub>2</sub>S initiation of sulfate reduction. We further propose a three-step reaction scheme of sulfate reduction by HC under reservoir conditions, and discuss the geological implications of our experimental findings with regard to the effect of formation water and oil chemistry, in particular LSC content.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/j.gca.2008.04.036","usgsCitation":"Zhang, T., Amrani, A., Ellis, G., Ma, Q., Tang, Y., and Applegate, D., 2008, Experimental investigation on thermochemical sulfate reduction by H2S initiation: Geochimica et Cosmochimica Acta, v. 72, no. 14, p. 3518-3530, https://doi.org/10.1016/j.gca.2008.04.036.","productDescription":"13 p.","startPage":"3518","endPage":"3530","ipdsId":"IP-002979","costCenters":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"links":[{"id":375535,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"72","issue":"14","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Zhang, Tongwei","contributorId":225223,"corporation":false,"usgs":false,"family":"Zhang","given":"Tongwei","affiliations":[{"id":29860,"text":"CA Institute of Technology","active":true,"usgs":false}],"preferred":false,"id":790783,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Amrani, Alon","contributorId":225224,"corporation":false,"usgs":false,"family":"Amrani","given":"Alon","affiliations":[{"id":29860,"text":"CA Institute of Technology","active":true,"usgs":false}],"preferred":false,"id":790784,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ellis, Geoffrey S 0000-0003-4519-3320","orcid":"https://orcid.org/0000-0003-4519-3320","contributorId":225221,"corporation":false,"usgs":true,"family":"Ellis","given":"Geoffrey S","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":false,"id":790781,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ma, Qisheng","contributorId":225225,"corporation":false,"usgs":false,"family":"Ma","given":"Qisheng","affiliations":[{"id":29860,"text":"CA Institute of Technology","active":true,"usgs":false}],"preferred":false,"id":790785,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Tang, Yongchun","contributorId":225226,"corporation":false,"usgs":false,"family":"Tang","given":"Yongchun","affiliations":[{"id":29860,"text":"CA Institute of Technology","active":true,"usgs":false}],"preferred":false,"id":790786,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Applegate, David 0000-0001-5570-3449 applegate@usgs.gov","orcid":"https://orcid.org/0000-0001-5570-3449","contributorId":225222,"corporation":false,"usgs":true,"family":"Applegate","given":"David","email":"applegate@usgs.gov","affiliations":[],"preferred":true,"id":790782,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":70210602,"text":"70210602 - 2008 - Theoretical study on the reactivity of sulfate species with hydrocarbons","interactions":[],"lastModifiedDate":"2020-06-12T18:01:10.33029","indexId":"70210602","displayToPublicDate":"2008-06-11T11:42:46","publicationYear":"2008","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1759,"text":"Geochimica et Cosmochimica Acta","active":true,"publicationSubtype":{"id":10}},"title":"Theoretical study on the reactivity of sulfate species with hydrocarbons","docAbstract":"<p>The abiotic, thermochemically controlled reduction of sulfate to hydrogen sulfide coupled with the oxidation of hydrocarbons, is termed thermochemical sulfate reduction (TSR), and is an important alteration process that affects petroleum accumulations in nature. Although TSR is commonly observed in high-temperature carbonate reservoirs, it has proven difficult to simulate in the laboratory under conditions resembling nature. The present study was designed to evaluate the relative reactivities of various sulfate species in order to provide greater insight into the mechanism of TSR and potentially to fill the gap between laboratory experimental data and geological observations. Accordingly, quantum mechanics density functional theory (DFT) was used to determine the activation energy required to reach a potential transition state for various aqueous systems involving simple hydrocarbons and different sulfate species. The entire reaction process that results in the reduction of sulfate to sulfide is far too complex to be modeled entirely; therefore, we examined what is believed to be the rate limiting step, namely, the reduction of sulfate S(VI) to sulfite S(IV). The results of the study show that water-solvated sulfate anions<span> </span><span class=\"math\"><span id=\"MathJax-Element-1-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=\"><span class=\"MJX_Assistive_MathML\">SO<sub>4</sub><sup>2-</sup></span></span></span><sup><span>&nbsp;</span></sup>are very stable due to their symmetrical molecular structure and spherical electronic distributions. Consequently, in the absence of catalysis, the reactivity of<span> </span><span class=\"math\"><span id=\"MathJax-Element-2-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=\"><span class=\"MJX_Assistive_MathML\">SO<sub>4</sub><sup>2-</sup></span></span></span><span>&nbsp;</span>is expected to be extremely low. However, both the protonation of sulfate to form bisulfate anions (<span class=\"math\"><span id=\"MathJax-Element-3-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=\"><span class=\"MJX_Assistive_MathML\">HSO<sub>4</sub><sup>-</sup></span></span></span>) and the formation of metal-sulfate contact ion-pairs could effectively destabilize the sulfate molecular structure, thereby making it more reactive.</p><p>Previous reports of experimental simulations of TSR generally have involved the use of acidic solutions that contain elevated concentrations of&nbsp;<span class=\"math\"><span id=\"MathJax-Element-4-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=\">\"<span class=\"MJX_Assistive_MathML\">HSO<sub>4</sub><sup>-</sup></span></span></span><span>&nbsp;</span>relative to<span> </span><span class=\"math\"><span id=\"MathJax-Element-5-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=\"><span class=\"MJX_Assistive_MathML\">SO<sub>4</sub><sup>2-</sup></span></span></span>. However, in formation waters typically encountered in petroleum reservoirs, the concentration of&nbsp;<span class=\"math\"><span id=\"MathJax-Element-6-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=\"><span class=\"MJX_Assistive_MathML\">HSO<sub>4</sub><sup>-</sup></span></span></span><sup><span>&nbsp;</span></sup>is likely to be significantly lower than the levels used in the laboratory, with most of the dissolved sulfate occurring as<span> </span><span class=\"math\"><span id=\"MathJax-Element-7-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=\"><span class=\"MJX_Assistive_MathML\">SO<sub>4</sub><sup>2-</sup></span></span></span>, aqueous calcium sulfate ([CaSO<sub>4</sub>]<sub>(aq)</sub>), and aqueous magnesium sulfate ([MgSO<sub>4</sub>]<sub>(aq)</sub>). Our calculations indicate that TSR reactions that occur in natural environments are most likely to involve bisulfate ions (<span class=\"math\"><span id=\"MathJax-Element-8-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=\"><span class=\"MJX_Assistive_MathML\">HSO<sub>4</sub><sup>-</sup></span></span></span>) and/or magnesium sulfate contact ion-pairs ([MgSO<sub>4</sub>]<sub>CIP</sub>) rather than ‘free’ sulfate ions (<span class=\"math\"><span id=\"MathJax-Element-9-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=\"><span class=\"MJX_Assistive_MathML\">SO<sub>4</sub><sup>2-</sup></span></span></span>) or solvated sulfate ion-pairs, and that water chemistry likely plays a significant role in controlling the rate of TSR.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/j.gca.2008.05.061","usgsCitation":"Ma, Q., Ellis, G.S., Amrani, A., Zhang, T., and Tang, Y., 2008, Theoretical study on the reactivity of sulfate species with hydrocarbons: Geochimica et Cosmochimica Acta, v. 72, no. 18, p. 4565-4576, https://doi.org/10.1016/j.gca.2008.05.061.","productDescription":"12 p.","startPage":"4565","endPage":"4576","ipdsId":"IP-002841","costCenters":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"links":[{"id":375525,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"72","issue":"18","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Ma, Qisheng","contributorId":225212,"corporation":false,"usgs":false,"family":"Ma","given":"Qisheng","affiliations":[{"id":41076,"text":"Power, Environmental, and Energy","active":true,"usgs":false}],"preferred":false,"id":790772,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellis, Geoffrey S 0000-0003-4519-3320 gsellis@usgs.gov","orcid":"https://orcid.org/0000-0003-4519-3320","contributorId":225211,"corporation":false,"usgs":true,"family":"Ellis","given":"Geoffrey","email":"gsellis@usgs.gov","middleInitial":"S","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":false,"id":790771,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Amrani, Alon","contributorId":225213,"corporation":false,"usgs":false,"family":"Amrani","given":"Alon","affiliations":[{"id":41077,"text":"Research Center","active":true,"usgs":false}],"preferred":false,"id":790773,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Zhang, Tongwei","contributorId":225214,"corporation":false,"usgs":false,"family":"Zhang","given":"Tongwei","affiliations":[{"id":41078,"text":"Pasadena, CA","active":true,"usgs":false}],"preferred":false,"id":790774,"contributorType":{"id":1,"text":"Authors"},"rank":13},{"text":"Tang, Yongchun","contributorId":225215,"corporation":false,"usgs":false,"family":"Tang","given":"Yongchun","affiliations":[],"preferred":false,"id":790775,"contributorType":{"id":1,"text":"Authors"},"rank":14}]}}
,{"id":82135,"text":"sir20075194 - 2008 - Estimation of the change in freshwater volume in the North Coast Limestone upper aquifer of Puerto Rico in the Rio Grande de Manati-Rio de la Plata area between 1960 and 1990 and Implications on public-supply water availability","interactions":[],"lastModifiedDate":"2024-04-22T21:29:20.751557","indexId":"sir20075194","displayToPublicDate":"2008-06-11T00:00:00","publicationYear":"2008","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":"2007-5194","title":"Estimation of the change in freshwater volume in the North Coast Limestone upper aquifer of Puerto Rico in the Rio Grande de Manati-Rio de la Plata area between 1960 and 1990 and Implications on public-supply water availability","docAbstract":"<p>Ground water in the upper aquifer of the North Coast Limestone aquifer system historically has been the principal source of public-supply and self-supplied industrial water use in north-central Puerto Rico. Development of the aquifer for these two major water-use categories began in about 1930; however, withdrawals did not become an important water-supply source for sustaining local development until the 1960s. Ground-water withdrawals averaged about 6 million gallons per day from 1948 to the mid-1960s and peaked at about 33 million gallons per day in the 1980s. Withdrawals have since declined, averaging about 11.5 million gallons per day in 2002. Aquifer contamination by industrial chemical spills and by nitrates from agricultural and domestic sources initially reduced pumpage for public-supply use within localized areas, leading eventually to increased withdrawals at unaffected well fields.</p><p>The long-term effect of unconstrained ground-water withdrawals has been a regional thinning of the freshwater lens in an area encompassing 50,600 acres between the Río Grande de Manatí and Río de la Plata, generally north of latitude 18º25’. The effects of aquifer overdraft have been documented in the regional thinning of the freshwater lens, with an increase in dissolved-solids concentration in ground-water wells. Dissolved-solids concentration in public-supply wells were generally between 250 and 350 milligrams per liter during the 1960s, but increased to greater than 500 milligrams per liter in virtually all of the wells by 2000.</p><p>Depletion of fresh ground water was estimated at 282,000 acre-feet: 103,000 acre-feet in the Río Grande de Manatí to Río Cibuco area between 1960 and 1995, and 179,000 acre-feet in the Río Cibuco to Río de la Plata area between 1960 and 1992. Thus, aquifer freshwater volume depletion below mean sea level datum may have contributed as much as 38 percent (7.5 million gallons per day) of the 20-million gallons per day average withdrawal rate during the stated time periods. The calculated depletion of aquifer freshwater volume is equivalent to an average long-term rate of 8,400 acre-feet per year. Aquifer withdrawals can be anticipated to decline to about 10 million gallons per day by 2010 at the projected trend of well closures. The lost supply would have to be compensated from surface-water sources because the part of the North Coast Limestone aquifer system south of latitude 18º25’, although less vulnerable to saline-water encroachment, is not as productive.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20075194","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Gómez-Gómez, F., 2008, Estimation of the change in freshwater volume in the North Coast Limestone upper aquifer of Puerto Rico in the Rio Grande de Manati-Rio de la Plata area between 1960 and 1990 and Implications on public-supply water availability: U.S. Geological Survey Scientific Investigations Report 2007-5194, vi, 24 p., https://doi.org/10.3133/sir20075194.","productDescription":"vi, 24 p.","onlineOnly":"Y","costCenters":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"links":[{"id":190923,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11414,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2007/5194/","linkFileType":{"id":5,"text":"html"}},{"id":428024,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_83723.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Puerto Rico","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -66.77507067114715,\n              18.52202854335087\n            ],\n            [\n              -66.77507067114715,\n              18.315609298791372\n            ],\n            [\n              -66.07976072624878,\n              18.315609298791372\n            ],\n            [\n              -66.07976072624878,\n              18.52202854335087\n            ],\n            [\n              -66.77507067114715,\n              18.52202854335087\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c1de","contributors":{"authors":[{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":295840,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":82134,"text":"sim3014 - 2008 - Potentiometric Surface in the Sparta-Memphis Aquifer of the Mississippi Embayment, Spring 2007","interactions":[],"lastModifiedDate":"2012-02-10T00:11:48","indexId":"sim3014","displayToPublicDate":"2008-06-10T00:00:00","publicationYear":"2008","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":333,"text":"Scientific Investigations Map","code":"SIM","onlineIssn":"2329-132X","printIssn":"2329-1311","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"3014","title":"Potentiometric Surface in the Sparta-Memphis Aquifer of the Mississippi Embayment, Spring 2007","docAbstract":"The most widely used aquifer for industry and public supply in the Mississippi embayment in Arkansas, Louisiana, Mississippi, and Tennessee is the Sparta-Memphis aquifer. Decades of pumping from the Sparta-Memphis aquifer have affected ground-water levels throughout the Mississippi embayment. Regional assessments of water-level data from the aquifer are important to document regional water-level conditions and to develop a broad view of the effects of ground-water development and management on the sustainability and availability of the region's water supply. This information is useful to identify areas of water-level declines, identify cumulative areal declines that may cross State boundaries, evaluate the effectiveness of ground-water management strategies practiced in different States, and identify areas with substantial data gaps that may preclude effective management of ground-water resources.\r\n\r\nA ground-water flow model of the northern Mississippi embayment is being developed by the Mississippi Embayment Regional Aquifer Study (MERAS) to aid in answering questions about ground-water availability and sustainability. The MERAS study area covers parts of eight states including Alabama, Arkansas, Illinois, Kentucky, Louisiana, Mississippi, Missouri, and Tennessee and covers approximately 70,000 square miles. The U.S. Geological Survey (USGS) and the Mississippi Department of Environmental Quality Office of Land and Water Resources measured water levels in wells completed in the Sparta-Memphis aquifer in the spring of 2007 to assist in the MERAS model calibration and to document regional water-level conditions. Measurements by the USGS and the Mississippi Department of Environmental Quality Office of Land and Water Resources were done in cooperation with the Arkansas Natural Resources Commission; the Arkansas Geological Survey; Memphis Light, Gas and Water; Shelby County, Tennessee; and the city of Germantown, Tennessee. \r\n\r\nIn 2005, total water use from the Sparta-Memphis aquifer in the Mississippi embayment was about 540 million gallons per day (Mgal/d). Water use from the Sparta-Memphis aquifer was about 170 Mgal/d in Arkansas, about 68 Mgal/d in Louisiana, about 97 Mgal/d in Mississippi, and about 205 Mgal/d in Tennessee. \r\n\r\nThe author acknowledges, with great appreciation, the efforts of the personnel in the U.S. Geological Survey Water Science Centers of Arkansas, Kentucky, Louisiana, Mississippi, Missouri, and Tennessee, and the Mississippi Department of Environmental Quality Office of Land and Water Resources that participated in the planning, water-level measurement, data evaluation, and review of the potentiometric-surface map. Without the contribution of data and the technical assistance of their staffs, this report would not have been completed.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/sim3014","collaboration":"Prepared in cooperation with the U.S. Geological Survey Ground-Water Resources Program, Arkansas Natural Resources Commission, Arkansas Geological Survey, Memphis Light, Gas and Water, Shelby County, Tennessee, and the City of Germantown, Tennessee","usgsCitation":"Schrader, T., 2008, Potentiometric Surface in the Sparta-Memphis Aquifer of the Mississippi Embayment, Spring 2007 (Version 1.0): U.S. Geological Survey Scientific Investigations Map 3014, Map Sheet: 35 x 36 inches, https://doi.org/10.3133/sim3014.","productDescription":"Map Sheet: 35 x 36 inches","costCenters":[{"id":129,"text":"Arkansas Water Science Center","active":true,"usgs":true}],"links":[{"id":110773,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_83719.htm","linkFileType":{"id":5,"text":"html"},"description":"83719"},{"id":195223,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11413,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sim/3014/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -94.25,30.5 ], [ -94.25,37 ], [ -87.5,37 ], [ -87.5,30.5 ], [ -94.25,30.5 ] ] ] } } ] }","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1de4b07f02db6a9e08","contributors":{"authors":[{"text":"Schrader, T.P.","contributorId":56300,"corporation":false,"usgs":true,"family":"Schrader","given":"T.P.","email":"","affiliations":[],"preferred":false,"id":295839,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":82127,"text":"ofr20081185 - 2008 - Klamath River Water Quality and Acoustic Doppler Current Profiler Data from Link River Dam to Keno Dam, 2007","interactions":[],"lastModifiedDate":"2012-03-08T17:16:26","indexId":"ofr20081185","displayToPublicDate":"2008-06-10T00:00:00","publicationYear":"2008","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":"2008-1185","title":"Klamath River Water Quality and Acoustic Doppler Current Profiler Data from Link River Dam to Keno Dam, 2007","docAbstract":"In 2007, the U.S. Geological Survey, Watercourse Engineering, and the Bureau of Reclamation began a project to construct and calibrate a water quality and hydrodynamic model of the 21-mile reach of the Klamath River from Link River Dam to Keno Dam. To provide a basis for this work, data collection and experimental work were planned for 2007 and 2008. This report documents sampling and analytical methods and presents data from the first year of work. To determine water velocities and discharge, a series of cross-sectional acoustic Doppler current profiler (ADCP) measurements were made on the mainstem and four canals on May 30 and September 19, 2007. Water quality was sampled weekly at five mainstem sites and five tributaries from early April through early November, 2007. Constituents reported here include field parameters (water temperature, pH, dissolved oxygen concentration, specific conductance); total nitrogen and phosphorus; particulate carbon and nitrogen; filtered orthophosphate, nitrite, nitrite plus nitrate, ammonia, organic carbon, iron, silica, and alkalinity; specific UV absorbance at 254 nm; phytoplankton and zooplankton enumeration and species identification; and bacterial abundance and morphological subgroups.\r\n\r\nThe ADCP measurements conducted in good weather conditions in May showed that four major canals accounted for most changes in discharge along the mainstem on that day. Direction of velocity at measured locations was fairly homogeneous across the channel, while velocities were generally lowest near the bottom, and highest near surface, ranging from 0.0 to 0.8 ft/s. Measurements in September, made in windy conditions, raised questions about the effect of wind on flow.\r\n\r\nMost nutrient and carbon concentrations were lowest in spring, increased and remained elevated in summer, and decreased in fall. Dissolved nitrite plus nitrate and nitrite had a different seasonal cycle and were below detection or at low concentration in summer. Many nutrient and carbon concentrations were similar at the top and bottom of the water column, though ammonia and particulate carbon showed more variability in summer. Averaged over the season, particulate carbon and particulate nitrogen decreased in the downstream direction, while ammonia and orthophosphate concentrations increased in the downstream direction.\r\n\r\nAt most sites, bacteria, phytoplankton, and zooplankton populations reached their maximums in summer. Large bacterial cells made up most of the bacteria biovolume, though cocci were the most numerous bacteria type. The cocci were smaller than the filter pore sizes used to separate dissolved from particulate matter in this study. Phytoplankton biovolumes were dominated by the blue-green alga Aphanizomenon flos-aquae most of the sampling season, though a spring diatom bloom occurred. Phytoplankton biovolumes were generally highest at the upstream Link River and Railroad Bridge sites and decreased in the downstream direction. Zooplankton populations were dominated by copepods in early spring, and by cladocerans and rotifers in summer, with rotifers more common farther downstream.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr20081185","collaboration":"Prepared in cooperation with the Bureau of Reclamation","usgsCitation":"Sullivan, A.B., Deas, M., Asbill, J., Kirshtein, J.D., Butler, K.D., Stewart, M.A., Wellman, R.W., and Vaughn, J., 2008, Klamath River Water Quality and Acoustic Doppler Current Profiler Data from Link River Dam to Keno Dam, 2007: U.S. Geological Survey Open-File Report 2008-1185, viii, 24 p., https://doi.org/10.3133/ofr20081185.","productDescription":"viii, 24 p.","onlineOnly":"Y","temporalStart":"2007-05-30","temporalEnd":"2007-09-19","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":195124,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11403,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1185/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122,42 ], [ -122,42.333333333333336 ], [ -121.75,42.333333333333336 ], [ -121.75,42 ], [ -122,42 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b47c8","contributors":{"authors":[{"text":"Sullivan, Annett B. 0000-0001-7783-3906 annett@usgs.gov","orcid":"https://orcid.org/0000-0001-7783-3906","contributorId":56317,"corporation":false,"usgs":true,"family":"Sullivan","given":"Annett","email":"annett@usgs.gov","middleInitial":"B.","affiliations":[],"preferred":false,"id":295809,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Deas, Michael L.","contributorId":98830,"corporation":false,"usgs":true,"family":"Deas","given":"Michael L.","affiliations":[],"preferred":false,"id":295812,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Asbill, Jessica","contributorId":79575,"corporation":false,"usgs":true,"family":"Asbill","given":"Jessica","affiliations":[],"preferred":false,"id":295811,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kirshtein, Julie D.","contributorId":26033,"corporation":false,"usgs":true,"family":"Kirshtein","given":"Julie","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":295807,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Butler, Kenna D. kebutler@usgs.gov","contributorId":3283,"corporation":false,"usgs":true,"family":"Butler","given":"Kenna","email":"kebutler@usgs.gov","middleInitial":"D.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":false,"id":295806,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Stewart, Marc A. 0000-0003-1140-6316 mastewar@usgs.gov","orcid":"https://orcid.org/0000-0003-1140-6316","contributorId":2277,"corporation":false,"usgs":true,"family":"Stewart","given":"Marc","email":"mastewar@usgs.gov","middleInitial":"A.","affiliations":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"preferred":true,"id":295805,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Wellman, Roy W.","contributorId":78834,"corporation":false,"usgs":true,"family":"Wellman","given":"Roy","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":295810,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Vaughn, Jennifer","contributorId":33009,"corporation":false,"usgs":true,"family":"Vaughn","given":"Jennifer","email":"","affiliations":[],"preferred":false,"id":295808,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}}
,{"id":82126,"text":"sir20085062 - 2008 - Drier forest composition associated with hydrologic change in the Apalachicola River floodplain, Florida","interactions":[{"subject":{"id":79681,"text":"ofr20071019 - 2007 - Drying of floodplain forests associated with water-level decline in the Apalachicola River, Florida: Interim results, 2006","indexId":"ofr20071019","publicationYear":"2007","noYear":false,"title":"Drying of floodplain forests associated with water-level decline in the Apalachicola River, Florida: Interim results, 2006"},"predicate":"SUPERSEDED_BY","object":{"id":82126,"text":"sir20085062 - 2008 - Drier forest composition associated with hydrologic change in the Apalachicola River floodplain, Florida","indexId":"sir20085062","publicationYear":"2008","noYear":false,"title":"Drier forest composition associated with hydrologic change in the Apalachicola River floodplain, Florida"},"id":1}],"lastModifiedDate":"2023-12-14T21:46:38.563071","indexId":"sir20085062","displayToPublicDate":"2008-06-10T00:00:00","publicationYear":"2008","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":"2008-5062","title":"Drier forest composition associated with hydrologic change in the Apalachicola River floodplain, Florida","docAbstract":"<p><span>Forests of the Apalachicola River floodplain had shorter flood durations, were drier in composition, and had 17 percent fewer trees in 2004 than in 1976. The change to drier forest composition is expected to continue for at least 80&nbsp;more years. Floodplain drying was caused by large declines in river levels resulting from erosion of the river channel after 1954 and from decreased flows in spring and summer&nbsp;months since the 1970s. Water-level declines have been greatest at low and&nbsp;medium flows, which are the&nbsp;most common flows (occurring about 80 percent of the time). Water levels have remained relatively unchanged during large floods which continue to occur about three times per decade.</span><br><span>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; A&nbsp;study conducted by the U.S. Geological Survey compared temporal changes in hydrologic conditions, forest composition, forest characteristics, and individual species of trees, as well as estimated the potential for change in composition of floodplain forests in the nontidal reach of the Apalachicola River. The&nbsp;study was conducted with the cooperation of the Florida Department of Environmental Protection and the Northwest Florida Water Management District. Forest composition and field observations from studies conducted in 1976-1984 (termed “1976 data”) were used as baseline data for comparison with data from plots sampled in 2004-2006 (“2004 data”).</span><br><span>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Flood durations were shorter in all periods subsequent to 1923-1976. The&nbsp;periods of record used to calculate flood durations for forest data were subsets of the complete record available (1923-2004). At sampled plots in all forest types and reaches combined, flood durations changed an average of&nbsp;more than 70 percent toward the baseline flood duration of the next drier forest type. For all forest types, changes in flood durations toward the next drier type were greatest in the upper reach (95.9 percent) and least in the lower reach (42.0 percent).</span><br><span>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; All forests are expected to be 38.2 percent drier in species composition by 2085, the year when the&nbsp;median age of surviving 2004 subcanopy trees will reach the&nbsp;median age (99 years) of the 2004 large canopy trees. The&nbsp;change will be greatest for forests in the upper reach (45.0 percent). Forest composition changes from pre-1954 to 2085 were calculated using Floodplain Indices from 1976 and 2004 tree-size classes and replicate plots.</span><br><span>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Species composition in high bottomland hardwood forests is expected to continue to change, and some low bottomland hardwood forests are expected to become high bottomland hardwood forests. Organisms associated with floodplain forests will be affected by the changes in tree species, which will alter the timing of leaf-out, fruiting, and leaf-drop, the types of fruit and debris produced, and soil chemistry. Swamps will contain&nbsp;more bottomland hardwood species, but will also have an overall loss of tree density.</span><br><span>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; The&nbsp;density of trees in swamps significantly decreased by 37 percent from 1976 to 2004. Of the estimated 4.3&nbsp;million (17 percent) fewer trees that existed in the nontidal floodplain in 2004 than in 1976, 3.3&nbsp;million trees belonged to four swamp species: popash, Ogeechee tupelo, water tupelo, and bald cypress. Water tupelo, the most important tree in the nontidal floodplain in terms of basal area and density, has declined in number of trees by nearly 20 percent since 1976. Ogeechee tupelo, the species valuable to the tupelo honey industry, has declined in number of trees by at least 44 percent.</span><br><span>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Greater hydrologic variability in recent years&nbsp;may be the reason swamps have had a large decrease in tree density. Drier conditions are detrimental for the growth of swamp species, and periodic large floods kill invading bottomland hardwood trees. The&nbsp;loss of canopy density in swamps&nbsp;may result in the swamp floor being exposed to&nbsp;more light with an increase in the amount of ground cover present, which in turn, would reduce tree replacement. The&nbsp;microclimate of the swamp floor would become warmer due to the decrease in shade and inundation. Soils would become dehydrated&nbsp;more quickly in dry periods and debris would decompose&nbsp;more quickly. A&nbsp;loss of tree density in swamps would lead to a decrease in tree and leaf litter biomass, which would have additional effects on swamp organisms. The&nbsp;loss of litter would result in a loss of substrate for benthic organisms in the floodplain and, ultimately, in the downstream waters of the river and estuary.</span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20085062","collaboration":"Prepared in cooperation with Florida Department of Environmental Protection, Northwest Florida Water Management District","usgsCitation":"Darst, M.R., and Light, H.M., 2008, Drier forest composition associated with hydrologic change in the Apalachicola River floodplain, Florida (Supersedes OFR 2007-1019): U.S. Geological Survey Scientific Investigations Report 2008-5062, viii, 81 p., https://doi.org/10.3133/sir20085062.","productDescription":"viii, 81 p.","additionalOnlineFiles":"Y","costCenters":[{"id":275,"text":"Florida Integrated Science Center","active":false,"usgs":true}],"links":[{"id":423589,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_83724.htm","linkFileType":{"id":5,"text":"html"}},{"id":11402,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2008/5062/","linkFileType":{"id":5,"text":"html"}},{"id":195039,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Apalachicola River floodplain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -84.75206993245337,\n              30.711861177613017\n            ],\n            [\n              -85.2451013832418,\n              30.711861177613017\n            ],\n            [\n              -85.2451013832418,\n              29.684334769636592\n            ],\n            [\n              -84.75206993245337,\n              29.684334769636592\n            ],\n            [\n              -84.75206993245337,\n              30.711861177613017\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","edition":"Supersedes OFR 2007-1019","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635b48","contributors":{"authors":[{"text":"Darst, Melanie R.","contributorId":93042,"corporation":false,"usgs":true,"family":"Darst","given":"Melanie","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":295804,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Light, Helen M.","contributorId":18355,"corporation":false,"usgs":true,"family":"Light","given":"Helen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":295803,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":82125,"text":"ds344 - 2008 - Archive of Sediment Data Collected from Sandy Point to Belle Pass, Louisiana, 1983 through 2000 (Vibracore Surveys:  00SCC, CR83, P86, and USACE Borehole Cores)","interactions":[],"lastModifiedDate":"2012-02-10T00:11:42","indexId":"ds344","displayToPublicDate":"2008-06-10T00:00:00","publicationYear":"2008","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":"344","title":"Archive of Sediment Data Collected from Sandy Point to Belle Pass, Louisiana, 1983 through 2000 (Vibracore Surveys:  00SCC, CR83, P86, and USACE Borehole Cores)","docAbstract":"This CD-ROM publication was prepared by an agency of the U.S. Government. Although these data have been processed successfully on a computer system at the U.S. Geological Survey, no warranty expressed or implied is made regarding the display or utility of data on any other system, or for general or scientific purposes, nor shall the act of distribution imply any such warranty. The U.S. Geological Survey shall not be held liable for improper or incorrect use of the data described and (or) contained herein. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not constitute or imply its endorsement, recommendation, or favoring by the U.S. Government nor any agency thereof.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ds344","usgsCitation":"Dreher, C.A., Flocks, J.G., Ferina, N.F., and Kulp, M., 2008, Archive of Sediment Data Collected from Sandy Point to Belle Pass, Louisiana, 1983 through 2000 (Vibracore Surveys:  00SCC, CR83, P86, and USACE Borehole Cores): U.S. Geological Survey Data Series 344, Available online and on CD-ROM, https://doi.org/10.3133/ds344.","productDescription":"Available online and on CD-ROM","onlineOnly":"N","additionalOnlineFiles":"Y","temporalStart":"1983-01-01","temporalEnd":"2000-12-31","costCenters":[{"id":276,"text":"Florida Integrated Science Center - Coastal and Watershed Studies","active":false,"usgs":true}],"links":[{"id":194870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11399,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ds/344/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -90.33333333333333,29 ], [ -90.33333333333333,29.5 ], [ -89.33333333333333,29.5 ], [ -89.33333333333333,29 ], [ -90.33333333333333,29 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691f47","contributors":{"authors":[{"text":"Dreher, Chandra A.","contributorId":71282,"corporation":false,"usgs":true,"family":"Dreher","given":"Chandra","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":295802,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flocks, James G. 0000-0002-6177-7433 jflocks@usgs.gov","orcid":"https://orcid.org/0000-0002-6177-7433","contributorId":816,"corporation":false,"usgs":true,"family":"Flocks","given":"James","email":"jflocks@usgs.gov","middleInitial":"G.","affiliations":[{"id":574,"text":"St. Petersburg Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":295799,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ferina, Nick F.","contributorId":70501,"corporation":false,"usgs":true,"family":"Ferina","given":"Nick","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":295801,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kulp, Mark A.","contributorId":16113,"corporation":false,"usgs":true,"family":"Kulp","given":"Mark A.","affiliations":[],"preferred":false,"id":295800,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":82133,"text":"ofr20081178 - 2008 - Total selenium and selenium species in irrigation drain inflows to the Salton Sea, California, October 2007 and January 2008","interactions":[],"lastModifiedDate":"2017-01-31T14:45:19","indexId":"ofr20081178","displayToPublicDate":"2008-06-10T00:00:00","publicationYear":"2008","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":"2008-1178","title":"Total selenium and selenium species in irrigation drain inflows to the Salton Sea, California, October 2007 and January 2008","docAbstract":"This report presents the results for two sampling periods (October 2007 and January 2008) during a 4-year monitoring program to characterize selenium concentrations in selected irrigation drains flowing into the Salton Sea, California. Total selenium, selenium species (selenite, selenate, organoselenium), and total suspended solids were determined in water samples, and total selenium was determined in sediment, detritus, and biota that included algae, plankton, midge larvae (family, Chironomidae), and two fish species?western mosquitofish (Gambusia affinis) and sailfin molly (Poecilia latipinna). In addition, sediments were analyzed for percent total organic carbon and particle size. Mean total selenium concentrations in water for both sampling periods ranged from 0.97 to 64.5 micrograms per liter, predominately as selenate, which is typical of waters where selenium is leached out of selenium-containing marine shales and associated soils under alkaline and oxidizing conditions. Total selenium concentrations (micrograms per gram dry weight) ranged as follows: algae, 0.95 to 5.99; plankton, 0.15 to 19.3; midges, 1.39 to 15.4; fish, 3.71 to 25.1; detritus, 0.85 to 21.7; sediment, 0.32 to 7.28.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20081178","usgsCitation":"May, T.W., Walther, M., Saiki, M.K., and Brumbaugh, W.G., 2008, Total selenium and selenium species in irrigation drain inflows to the Salton Sea, California, October 2007 and January 2008: U.S. Geological Survey Open-File Report 2008-1178, iv, 15 p., https://doi.org/10.3133/ofr20081178.","productDescription":"iv, 15 p.","onlineOnly":"Y","temporalStart":"2007-10-01","temporalEnd":"2008-01-31","costCenters":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"links":[{"id":190568,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":334500,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2008/1178/pdf/OFR2008-1178.pdf","size":"1.1 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":11412,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1178/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629acc","contributors":{"authors":[{"text":"May, Thomas W. tmay@usgs.gov","contributorId":2598,"corporation":false,"usgs":true,"family":"May","given":"Thomas","email":"tmay@usgs.gov","middleInitial":"W.","affiliations":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"preferred":false,"id":295836,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Walther, Michael J. mwalther@usgs.gov","contributorId":2852,"corporation":false,"usgs":true,"family":"Walther","given":"Michael J.","email":"mwalther@usgs.gov","affiliations":[],"preferred":true,"id":295837,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Saiki, Michael K.","contributorId":54671,"corporation":false,"usgs":true,"family":"Saiki","given":"Michael","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":295838,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Brumbaugh, William G. 0000-0003-0081-375X bbrumbaugh@usgs.gov","orcid":"https://orcid.org/0000-0003-0081-375X","contributorId":493,"corporation":false,"usgs":true,"family":"Brumbaugh","given":"William","email":"bbrumbaugh@usgs.gov","middleInitial":"G.","affiliations":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"preferred":true,"id":295835,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":82131,"text":"ofr20081134 - 2008 - Results of the chemical and isotopic analyses of sediment and ground water from alluvium of the Canadian River near a closed municipal landfill, Norman, Oklahoma, part 2","interactions":[],"lastModifiedDate":"2022-06-14T20:08:14.930731","indexId":"ofr20081134","displayToPublicDate":"2008-06-10T00:00:00","publicationYear":"2008","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":"2008-1134","title":"Results of the chemical and isotopic analyses of sediment and ground water from alluvium of the Canadian River near a closed municipal landfill, Norman, Oklahoma, part 2","docAbstract":"Analytical results on sediment and associated ground water from the Canadian River alluvium collected subsequent to those described in Breit and others (2005) are presented in this report. The data presented herein were collected primarily to evaluate the iron and sulfur species within the sediment at well sites IC 36, IC 54, and IC South located at the USGS Norman Landfill study site. Cored sediment and water samples were collected during October 2004 and April 2005. The 52 sediment samples collected by coring were analyzed to determine grain size, the abundance of extractable iron species, and the abundance of sulfur forms and their isotopic compositions. Ground water was collected from cluster wells that sampled ground water from 11 to 15 screened intervals at each of the three sites. The depth range of the wells overlapped the interval of cored sediment. Concentrations of major ions, dissolved organic carbon (DOC), ammonium, and iron are reported with pH, specific conductance, and the isotopic composition of the water for the 75 water samples analyzed. Dissolved sulfate in selected water samples was analyzed to determine its sulfur and oxygen isotope composition.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr20081134","usgsCitation":"Breit, G.N., Tuttle, M.L., Cozzarelli, I.M., Berry, C.J., Christenson, S.C., and Jaeschke, J.B., 2008, Results of the chemical and isotopic analyses of sediment and ground water from alluvium of the Canadian River near a closed municipal landfill, Norman, Oklahoma, part 2 (Version 1.0): U.S. Geological Survey Open-File Report 2008-1134, vii, 35 p., https://doi.org/10.3133/ofr20081134.","productDescription":"vii, 35 p.","onlineOnly":"Y","temporalStart":"2004-10-01","temporalEnd":"2005-04-30","costCenters":[{"id":171,"text":"Central Mineral and Environmental Resources Science Center","active":true,"usgs":true},{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true},{"id":516,"text":"Oklahoma Water Science Center","active":true,"usgs":true},{"id":588,"text":"Toxic Hydrology Program","active":false,"usgs":true}],"links":[{"id":194983,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11410,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2008/1134/","linkFileType":{"id":5,"text":"html"}},{"id":402170,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_83717.htm"}],"country":"United States","state":"Oklahoma","county":"Cleveland County","city":"Norman","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.50452041625977,\n              35.1924683950976\n            ],\n            [\n              -97.4849510192871,\n              35.1924683950976\n            ],\n            [\n              -97.4849510192871,\n              35.210422919327286\n            ],\n            [\n              -97.50452041625977,\n              35.210422919327286\n            ],\n            [\n              -97.50452041625977,\n              35.1924683950976\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604c16","contributors":{"authors":[{"text":"Breit, George N. 0000-0003-2188-6798 gbreit@usgs.gov","orcid":"https://orcid.org/0000-0003-2188-6798","contributorId":1480,"corporation":false,"usgs":true,"family":"Breit","given":"George","email":"gbreit@usgs.gov","middleInitial":"N.","affiliations":[{"id":171,"text":"Central Mineral and Environmental Resources Science Center","active":true,"usgs":true},{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true}],"preferred":true,"id":295829,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tuttle, Michele L.W. mtuttle@usgs.gov","contributorId":47839,"corporation":false,"usgs":true,"family":"Tuttle","given":"Michele","email":"mtuttle@usgs.gov","middleInitial":"L.W.","affiliations":[],"preferred":false,"id":295832,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cozzarelli, Isabelle M. 0000-0002-5123-1007 icozzare@usgs.gov","orcid":"https://orcid.org/0000-0002-5123-1007","contributorId":1693,"corporation":false,"usgs":true,"family":"Cozzarelli","given":"Isabelle","email":"icozzare@usgs.gov","middleInitial":"M.","affiliations":[{"id":436,"text":"National Research Program - 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Laboratory & Analytical Services Division","active":true,"usgs":true},{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":295831,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":82123,"text":"sir20085047 - 2008 - Flood of May 2006 in York County, Maine","interactions":[],"lastModifiedDate":"2012-03-08T17:16:26","indexId":"sir20085047","displayToPublicDate":"2008-06-07T00:00:00","publicationYear":"2008","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":"2008-5047","title":"Flood of May 2006 in York County, Maine","docAbstract":"A stalled low-pressure system over coastal New England on Mother's Day weekend, May 13-15, 2006, released rainfall in excess of 15 inches. This flood (sometimes referred to as the 'Mother's Day flood') caused widespread damage to homes, businesses, roads, and structures in southern Maine. The damage to public property in York County was estimated to be $7.5 million. As a result of these damages, a presidential disaster declaration was enacted on May 25, 2006, for York County, Maine. Peak-flow recurrence intervals for eight of the nine streams studied were calculated to be greater than 500 years. The peak-flow recurrence interval of the remaining stream was calculated to be between a 100-year and a 500-year interval.\r\n\r\nThis report provides a detailed description of the May 2006 flood in York County, Maine. Information is presented on peak streamflows and peak-flow recurrence intervals on nine streams, peak water-surface elevations for 80 high-water marks at 25 sites, hydrologic conditions before and after the flood, comparisons with published Flood Insurance Studies, and places the May 2006 flood in context with historical floods in York County.\r\n\r\nAt sites on several streams, differences were observed between peak flows published in the Flood Insurance Studies and those calculated for this study. The differences in the peak flows from the published Flood Insurance Studies and the flows calculated for this report are within an acceptable range for flows calculated at ungaged locations, with the exception of those for the Great Works River and Merriland River. For sites on the Mousam River, Blacksmith Brook, Ogunquit River, and Cape Neddick River, water-surface elevations from Flood Insurance Studies differed with documented water-surface elevations from the 2006 flood.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/sir20085047","collaboration":"Prepared in cooperation with the Federal Emergency Management Agency","usgsCitation":"Stewart, G.J., and Kempf, J.P., 2008, Flood of May 2006 in York County, Maine: U.S. Geological Survey Scientific Investigations Report 2008-5047, Report: vi, 19 p.; Plate: 34 x 44 inches, https://doi.org/10.3133/sir20085047.","productDescription":"Report: vi, 19 p.; Plate: 34 x 44 inches","onlineOnly":"Y","additionalOnlineFiles":"Y","costCenters":[{"id":371,"text":"Maine Water Science Center","active":true,"usgs":true}],"links":[{"id":195017,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":11397,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2008/5047/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.08333333333333,43 ], [ -71.08333333333333,44 ], [ -70.16666666666667,44 ], [ -70.16666666666667,43 ], [ -71.08333333333333,43 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db68860b","contributors":{"authors":[{"text":"Stewart, Gregory J. gstewart@usgs.gov","contributorId":870,"corporation":false,"usgs":true,"family":"Stewart","given":"Gregory","email":"gstewart@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":295791,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kempf, Joshua P.","contributorId":35834,"corporation":false,"usgs":true,"family":"Kempf","given":"Joshua","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":295792,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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