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,{"id":76671,"text":"wdrOH052 - 2006 - Water resources data, Ohio, water year 2005 : Volume 2. St. Lawrence River basin and statewide project data","interactions":[],"lastModifiedDate":"2012-03-08T17:16:23","indexId":"wdrOH052","displayToPublicDate":"2006-04-30T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"OH-05-2","title":"Water resources data, Ohio, water year 2005 : Volume 2. St. Lawrence River basin and statewide project data","language":"ENGLISH","doi":"10.3133/wdrOH052","usgsCitation":"Mangus, J., and Frum, S., 2006, Water resources data, Ohio, water year 2005 : Volume 2. St. Lawrence River basin and statewide project data: U.S. Geological Survey Water Data Report OH-05-2, 303 p., https://doi.org/10.3133/wdrOH052.","productDescription":"303 p.","numberOfPages":"303","temporalStart":"2004-10-01","temporalEnd":"2005-09-30","costCenters":[{"id":513,"text":"Ohio Water Science Center","active":true,"usgs":true}],"links":[{"id":194403,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7722,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/2005/wdr-oh-05/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0d2c","contributors":{"authors":[{"text":"Mangus, J.P.","contributorId":28301,"corporation":false,"usgs":true,"family":"Mangus","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":287572,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frum, S.R.","contributorId":84843,"corporation":false,"usgs":true,"family":"Frum","given":"S.R.","email":"","affiliations":[],"preferred":false,"id":287573,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":76673,"text":"sir20055270 - 2006 - Continuous hydrologic simulation and flood-frequency, hydraulic, and flood-hazard analysis of the Blackberry Creek watershed, Kane County, Illinois","interactions":[],"lastModifiedDate":"2012-03-08T17:16:23","indexId":"sir20055270","displayToPublicDate":"2006-04-30T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5270","title":"Continuous hydrologic simulation and flood-frequency, hydraulic, and flood-hazard analysis of the Blackberry Creek watershed, Kane County, Illinois","docAbstract":"Results of hydrologic model, flood-frequency, hydraulic model, and flood-hazard analysis of the Blackberry Creek watershed in Kane County, Illinois, indicate that the 100-year and 500-year flood plains range from approximately 25 acres in the tributary F watershed (a headwater subbasin at the northeastern corner of the watershed) to almost 1,800 acres in Blackberry Creek main stem. Based on 1996 land-cover data, most of the land in the 100-year and 500-year flood plains was cropland, forested and wooded land, and grassland. A relatively small percentage of urban land was in the flood plains.\r\n\r\nThe Blackberry Creek watershed has undergone rapid urbanization in recent decades. The population and urbanized lands in the watershed are projected to double from the 1990 condition by 2020. Recently, flood-induced damage has occurred more frequently in urbanized areas of the watershed. There are concerns about the effect of urbanization on flood peaks and volumes, future flood-mitigation plans, and potential effects on the water quality and stream habitats. This report describes the procedures used in developing the hydrologic models, estimating the flood-peak discharge magnitudes and recurrence intervals for flood-hazard analysis, developing the hydraulic model, and the results of the analysis in graphical and tabular form.\r\n\r\nThe hydrologic model, Hydrological Simulation Program-FORTRAN (HSPF), was used to perform the simulation of continuous water movements through various patterns of land uses in the watershed. Flood-frequency analysis was applied to an annual maximum series to determine flood quantiles in subbasins for flood-hazard analysis. The Hydrologic Engineering Center-River Analysis System (HEC-RAS) hydraulic model was used to determine the 100-year and 500-year flood elevations, and to determine the 100-year floodway. The hydraulic model was calibrated and verified using high water marks and observed inundation maps for the July 17-18, 1996, flood event. Digital maps of the 100-year and 500-year flood plains and the 100-year floodway for each tributary and the main stem of Blackberry Creek were compiled.","language":"ENGLISH","doi":"10.3133/sir20055270","usgsCitation":"Soong, D., Straub, T., and Murphy, E., 2006, Continuous hydrologic simulation and flood-frequency, hydraulic, and flood-hazard analysis of the Blackberry Creek watershed, Kane County, Illinois: U.S. Geological Survey Scientific Investigations Report 2005-5270, 78 p.; 1 map plate, 38 x 42 in.; 1 CD-ROM, https://doi.org/10.3133/sir20055270.","productDescription":"78 p.; 1 map plate, 38 x 42 in.; 1 CD-ROM","numberOfPages":"78","additionalOnlineFiles":"Y","costCenters":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"links":[{"id":194436,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7725,"rank":9999,"type":{"id":21,"text":"Referenced Work"},"url":"https://pubs.usgs.gov/sir/2005/5270/pdf/hydraulictable.pdf","size":"1280","linkFileType":{"id":1,"text":"pdf"}},{"id":7726,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/sir/2005/5270/pdf/plate.pdf","size":"160000","linkFileType":{"id":1,"text":"pdf"}},{"id":7724,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5270/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -89,41 ], [ -89,42 ], [ -88,42 ], [ -88,41 ], [ -89,41 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689cba","contributors":{"authors":[{"text":"Soong, David T.","contributorId":87487,"corporation":false,"usgs":true,"family":"Soong","given":"David T.","affiliations":[],"preferred":false,"id":287579,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Straub, Timothy D. 0000-0002-5896-0851 tdstraub@usgs.gov","orcid":"https://orcid.org/0000-0002-5896-0851","contributorId":2273,"corporation":false,"usgs":true,"family":"Straub","given":"Timothy D.","email":"tdstraub@usgs.gov","affiliations":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"preferred":false,"id":287577,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Murphy, Elizabeth A.","contributorId":69660,"corporation":false,"usgs":true,"family":"Murphy","given":"Elizabeth A.","affiliations":[],"preferred":false,"id":287578,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70241575,"text":"70241575 - 2006 - Response to comment on “Parking lot sealcoat: An unrecognized source of urban polycyclic aromatic hydrocarbons”","interactions":[],"lastModifiedDate":"2023-03-23T16:40:19.945782","indexId":"70241575","displayToPublicDate":"2006-04-29T11:35:05","publicationYear":"2006","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":5925,"text":"Environmental Science and Technology","active":true,"publicationSubtype":{"id":10}},"title":"Response to comment on “Parking lot sealcoat: An unrecognized source of urban polycyclic aromatic hydrocarbons”","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.1021/es060585i","usgsCitation":"Mahler, B., Van Metre, P.C., Wilson, J.T., Bashara, T.J., and Johns, D.A., 2006, Response to comment on “Parking lot sealcoat: An unrecognized source of urban polycyclic aromatic hydrocarbons”: Environmental Science and Technology, v. 40, no. 11, p. 3659-3661, https://doi.org/10.1021/es060585i.","productDescription":"3 p.","startPage":"3659","endPage":"3661","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":414630,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"40","issue":"11","noUsgsAuthors":false,"publicationDate":"2006-04-29","publicationStatus":"PW","contributors":{"authors":[{"text":"Mahler, Barbara 0000-0002-9150-9552 bjmahler@usgs.gov","orcid":"https://orcid.org/0000-0002-9150-9552","contributorId":1249,"corporation":false,"usgs":true,"family":"Mahler","given":"Barbara","email":"bjmahler@usgs.gov","affiliations":[{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":867364,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Van Metre, Peter C. 0000-0001-7564-9814","orcid":"https://orcid.org/0000-0001-7564-9814","contributorId":211144,"corporation":false,"usgs":true,"family":"Van Metre","given":"Peter","email":"","middleInitial":"C.","affiliations":[{"id":27111,"text":"National Water Quality Program","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true},{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":true,"id":867365,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wilson, Jennifer T. 0000-0003-4481-6354 jenwilso@usgs.gov","orcid":"https://orcid.org/0000-0003-4481-6354","contributorId":1782,"corporation":false,"usgs":true,"family":"Wilson","given":"Jennifer","email":"jenwilso@usgs.gov","middleInitial":"T.","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":867366,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bashara, T. J.","contributorId":51974,"corporation":false,"usgs":false,"family":"Bashara","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":867367,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Johns, D. A.","contributorId":81690,"corporation":false,"usgs":false,"family":"Johns","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":867368,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":76664,"text":"ofr20061043 - 2006 - Chlorophyll a and inorganic suspended solids in backwaters of the upper Mississippi River system: Backwater lake effects and their associations with selected environmental predictors","interactions":[],"lastModifiedDate":"2012-02-02T00:14:23","indexId":"ofr20061043","displayToPublicDate":"2006-04-28T00:00:00","publicationYear":"2006","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":"2006-1043","title":"Chlorophyll a and inorganic suspended solids in backwaters of the upper Mississippi River system: Backwater lake effects and their associations with selected environmental predictors","docAbstract":"The Long Term Resource Monitoring Program (LTRMP) uses a stratified random sampling design to obtain water quality statistics within selected study reaches of the Upper Mississippi River System (UMRS). LTRMP sampling strata are based on aquatic area types generally found in large rivers (e.g., main channel, side channel, backwater, and impounded areas). For hydrologically well-mixed strata (i.e., main channel), variance associated with spatial scales smaller than the strata scale is a relatively minor issue for many water quality parameters. However, analysis of LTRMP water quality data has shown that within-strata variability at the strata scale is high in off-channel areas (i.e., backwaters). A portion of that variability may be associated with differences among individual backwater lakes (i.e., small and large backwater regions separated by channels) that cumulatively make up the backwater stratum. The objective of the statistical modeling presented here is to determine if differences among backwater lakes account for a large portion of the variance observed in the backwater stratum for selected parameters. If variance associated with backwater lakes is high, then inclusion of backwater lake effects within statistical models is warranted. Further, lakes themselves may represent natural experimental units where associations of interest to management may be estimated.","language":"ENGLISH","doi":"10.3133/ofr20061043","collaboration":"Product of the Long Term Resource Monitoring Program","usgsCitation":"Rogala, J.T., and Gray, B.R., 2006, Chlorophyll a and inorganic suspended solids in backwaters of the upper Mississippi River system: Backwater lake effects and their associations with selected environmental predictors: U.S. Geological Survey Open-File Report 2006-1043, 2 p.: ill., https://doi.org/10.3133/ofr20061043.","productDescription":"2 p.: ill.","startPage":"0","endPage":"2","numberOfPages":"2","costCenters":[{"id":606,"text":"Upper Midwest Environmental Sciences Center","active":true,"usgs":true}],"links":[{"id":195696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7714,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2006/1043/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e252c","contributors":{"authors":[{"text":"Rogala, James T. 0000-0002-1954-4097 jrogala@usgs.gov","orcid":"https://orcid.org/0000-0002-1954-4097","contributorId":2651,"corporation":false,"usgs":true,"family":"Rogala","given":"James","email":"jrogala@usgs.gov","middleInitial":"T.","affiliations":[{"id":606,"text":"Upper Midwest Environmental Sciences Center","active":true,"usgs":true}],"preferred":true,"id":287553,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gray, Brian R. 0000-0001-7682-9550 brgray@usgs.gov","orcid":"https://orcid.org/0000-0001-7682-9550","contributorId":2615,"corporation":false,"usgs":true,"family":"Gray","given":"Brian","email":"brgray@usgs.gov","middleInitial":"R.","affiliations":[{"id":606,"text":"Upper Midwest Environmental Sciences Center","active":true,"usgs":true}],"preferred":true,"id":287552,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":76665,"text":"ofr20061086 - 2006 - EMMMA: A web-based system for environmental mercury mapping, modeling, and analysis","interactions":[],"lastModifiedDate":"2012-04-15T17:28:14","indexId":"ofr20061086","displayToPublicDate":"2006-04-28T00:00:00","publicationYear":"2006","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":"2006-1086","title":"EMMMA: A web-based system for environmental mercury mapping, modeling, and analysis","docAbstract":"Mercury in our environment - in our air, water, soil, and especially our food - poses significant hazards to human health, particularly for developing fetuses and young children. Because of the importance of this issue and the length of time it has been studied, large and complex data sets of mercury concentrations in various media and associated ancillary data have been generated by many Federal, State, Tribal, and local agencies. To facilitate efficient and effective use of these\ndata in managing and mitigating human and wildlife exposure to mercury, the U.S. Geological Survey (USGS) and the National Institute of Environmental Health Sciences have developed a website for visualizing and studying the distribution of mercury in our environment. The Environmental Mercury Mapping, Modeling, and Analysis (EMMMA) website (http://emmma.usgs.gov) provides health and environmental researchers, managers, and other decision-makers the ability to: 1) Interactively view and access a nationwide collection of environmental mercury data (fish\ntissue, atmospheric emissions and deposition, stream sediments, soils, and coal) and mercuryrelated data (mine locations); 2) Interactively view and access predictions of the National Descriptive Model of Mercury in Fish (NDMMF) at 4,976 sites and 6,829 sampling events (events are unique combinations of site and sampling date) across the United States; and 3) Use interactive mapping and graphing capabilities to visualize spatial and temporal trends and study relationships between mercury and other variables.","language":"ENGLISH","doi":"10.3133/ofr20061086","usgsCitation":"Hearn, Wente, S.P., Donato, D.I., and Aguinaldo, J.J., 2006, EMMMA: A web-based system for environmental mercury mapping, modeling, and analysis: U.S. Geological Survey Open-File Report 2006-1086, 17 p., https://doi.org/10.3133/ofr20061086.","productDescription":"17 p.","numberOfPages":"17","costCenters":[{"id":247,"text":"Eastern Region Geography","active":false,"usgs":true}],"links":[{"id":191252,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7715,"rank":300,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2006/1086/","size":"150000","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c30c","contributors":{"authors":[{"text":"Hearn, Jr. phearn@usgs.gov","contributorId":1950,"corporation":false,"usgs":true,"family":"Hearn","suffix":"Jr.","email":"phearn@usgs.gov","affiliations":[{"id":242,"text":"Eastern Geographic Science Center","active":true,"usgs":true}],"preferred":false,"id":287554,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wente, Stephen P.","contributorId":75226,"corporation":false,"usgs":true,"family":"Wente","given":"Stephen","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":287557,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Donato, David I. 0000-0002-5412-0249 didonato@usgs.gov","orcid":"https://orcid.org/0000-0002-5412-0249","contributorId":2234,"corporation":false,"usgs":true,"family":"Donato","given":"David","email":"didonato@usgs.gov","middleInitial":"I.","affiliations":[{"id":242,"text":"Eastern Geographic Science Center","active":true,"usgs":true}],"preferred":true,"id":287555,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Aguinaldo, John J.","contributorId":73287,"corporation":false,"usgs":true,"family":"Aguinaldo","given":"John","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":287556,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":76661,"text":"tm1D3 - 2006 - Guidelines and standard procedures for continuous water-quality monitors: Station operation, record computation, and data reporting","interactions":[{"subject":{"id":25562,"text":"wri004252 - 2000 - Guidelines and standard procedures for continuous water-quality monitors: Site selection, field operation, calibration, record computation, and reporting","indexId":"wri004252","publicationYear":"2000","noYear":false,"title":"Guidelines and standard procedures for continuous water-quality monitors: Site selection, field operation, calibration, record computation, and reporting"},"predicate":"SUPERSEDED_BY","object":{"id":76661,"text":"tm1D3 - 2006 - Guidelines and standard procedures for continuous water-quality monitors: Station operation, record computation, and data reporting","indexId":"tm1D3","publicationYear":"2006","noYear":false,"title":"Guidelines and standard procedures for continuous water-quality monitors: Station operation, record computation, and data reporting"},"id":1}],"lastModifiedDate":"2012-02-02T00:13:57","indexId":"tm1D3","displayToPublicDate":"2006-04-28T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":335,"text":"Techniques and Methods","code":"TM","onlineIssn":"2328-7055","printIssn":"2328-7047","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1-D3","title":"Guidelines and standard procedures for continuous water-quality monitors: Station operation, record computation, and data reporting","docAbstract":"The U.S. Geological Survey uses continuous water-quality monitors to assess the quality of the Nation's surface water. A common monitoring-system configuration for water-quality data collection is the four-parameter monitoring system, which collects temperature, specific conductance, dissolved oxygen, and pH data. Such systems also can be configured to measure other properties, such as turbidity or fluorescence. Data from sensors can be used in conjunction with chemical analyses of samples to estimate chemical loads. The sensors that are used to measure water-quality field parameters require careful field observation, cleaning, and calibration procedures, as well as thorough procedures for the computation and publication of final records. This report provides guidelines for site- and monitor-selection considerations; sensor inspection and calibration methods; field procedures; data evaluation, correction, and computation; and record-review and data-reporting processes, which supersede the guidelines presented previously in\r\nU.S. Geological Survey Water-Resources Investigations Report WRIR 00-4252. These procedures have evolved over the past three decades, and the process continues to evolve with newer technologies.","language":"ENGLISH","doi":"10.3133/tm1D3","collaboration":"This document supersedes WRI 00-4252","usgsCitation":"Wagner, R.J., Boulger, R.W., Oblinger, C.J., and Smith, B.A., 2006, Guidelines and standard procedures for continuous water-quality monitors: Station operation, record computation, and data reporting (Version 1.0): U.S. Geological Survey Techniques and Methods 1-D3, Variously paginated in 7 sections [51 p. plus 8 attachments], https://doi.org/10.3133/tm1D3.","productDescription":"Variously paginated in 7 sections [51 p. plus 8 attachments]","costCenters":[],"links":[{"id":124882,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/tm_1_d3.jpg"},{"id":7709,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/tm/2006/tm1D3/","linkFileType":{"id":5,"text":"html"}}],"edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a370","contributors":{"authors":[{"text":"Wagner, Richard J. rjwagner@usgs.gov","contributorId":3122,"corporation":false,"usgs":true,"family":"Wagner","given":"Richard","email":"rjwagner@usgs.gov","middleInitial":"J.","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287540,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Boulger, Robert W. Jr.","contributorId":43051,"corporation":false,"usgs":true,"family":"Boulger","given":"Robert","suffix":"Jr.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":287542,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Oblinger, Carolyn J. 0000-0003-2914-1643 oblinger@usgs.gov","orcid":"https://orcid.org/0000-0003-2914-1643","contributorId":13275,"corporation":false,"usgs":true,"family":"Oblinger","given":"Carolyn","email":"oblinger@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":false,"id":287541,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Smith, Brett A.","contributorId":78022,"corporation":false,"usgs":true,"family":"Smith","given":"Brett","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":287543,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":76662,"text":"sir20065091 - 2006 - Interactive effects of dissolved zinc and orthophosphate on phytoplankton from Coeur d'Alene Lake, Idaho","interactions":[],"lastModifiedDate":"2020-01-26T12:02:38","indexId":"sir20065091","displayToPublicDate":"2006-04-28T00:00:00","publicationYear":"2006","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":"2006-5091","title":"Interactive effects of dissolved zinc and orthophosphate on phytoplankton from Coeur d'Alene Lake, Idaho","docAbstract":"Within the longitudinal chemical-concentration gradient in Coeur d'Alene Lake, generated by inputs from the St. Joe and Coeur d'Alene Rivers, two dominant algal species, Chlorella minutissima and Asterionella formosa, were isolated and cultured in chemically defined media to examine growth response to a range of dissolved orthophosphate concentrations and zinc-ion activities representative of the region within- and up-gradient of the Coeur d'Alene River inlet to the lake. Although zinc is an essential micronutrient, the toxicity of algal species to elevated concentrations of uncomplexed zinc has been demonstrated, and affects the metabolism of phosphorus (Kuwabara, 1985a; Kuwabara and others, 1986), the limiting nutrient in the lake. This interaction between solutes could be of management interest. As an extension of field work conducted in August, 1999 (Kuwabara and others, 2003b), the water column and benthos of Coeur d'Alene Lake were sampled in August 2001, June 2004 and June 2005 (Fig. 1; Table 1) to provide the biological characterization in terms of phytoplankton community composition, benthic macroinvertebrate community composition and benthic chlorophyll concentrations, as well as chemical characterizations at six sites (three depths per site) within the lake. This work, in support of the Idaho Department of Environmental Quality and regional tribal organizations, provides the first phytoplankton response models in a format that may be incorporated into a process-interdependent water-quality model like CAEDYM (Fig. 2; Brookes and others, 2004; Centre for Water Research, 2006) as a management tool for the lake.\r\n\r\nThis study provides information in support of developing process-interdependent solute-transport models for the watershed (that is, models integrating physical, geochemical and biological processes), and hence in support of subsequent evaluation of remediation or load-allocation strategies. The following two questions are posed: Are dissolved zinc and orthophosphate concentrations interactively associated with growth parameters of dominant phytoplankton species within the longitudinal concentration gradient of Coeur d'Alene Lake? If so, can these interactions be quantitatively incorporated into a water-quality model for the lake?","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20065091","usgsCitation":"Kuwabara, J.S., Topping, B.R., Woods, P.F., Carter, J.L., and Hager, S.W., 2006, Interactive effects of dissolved zinc and orthophosphate on phytoplankton from Coeur d'Alene Lake, Idaho: U.S. Geological Survey Scientific Investigations Report 2006-5091, 47 p., https://doi.org/10.3133/sir20065091.","productDescription":"47 p.","numberOfPages":"47","onlineOnly":"Y","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":633,"text":"Water Resources National Research Program","active":false,"usgs":true}],"links":[{"id":191202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7710,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2006/5091/","linkFileType":{"id":5,"text":"html"}},{"id":7711,"rank":9999,"type":{"id":18,"text":"Project Site"},"url":"https://wwwrcamnl.wr.usgs.gov/solutetransport/index.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Idaho","otherGeospatial":"Coeur d'Alene Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.97418212890625,\n              47.301584511330795\n            ],\n            [\n              -116.5869140625,\n              47.301584511330795\n            ],\n            [\n              -116.5869140625,\n              47.73562905149295\n            ],\n            [\n              -116.97418212890625,\n              47.73562905149295\n            ],\n            [\n              -116.97418212890625,\n              47.301584511330795\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0d67","contributors":{"authors":[{"text":"Kuwabara, James S. 0000-0003-2502-1601 kuwabara@usgs.gov","orcid":"https://orcid.org/0000-0003-2502-1601","contributorId":3374,"corporation":false,"usgs":true,"family":"Kuwabara","given":"James","email":"kuwabara@usgs.gov","middleInitial":"S.","affiliations":[{"id":651,"text":"Western Ecological Research Center","active":true,"usgs":true}],"preferred":true,"id":287546,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Topping, Brent R. 0000-0002-7887-4221 btopping@usgs.gov","orcid":"https://orcid.org/0000-0002-7887-4221","contributorId":1484,"corporation":false,"usgs":true,"family":"Topping","given":"Brent","email":"btopping@usgs.gov","middleInitial":"R.","affiliations":[{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true}],"preferred":true,"id":287544,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Woods, Paul F.","contributorId":82273,"corporation":false,"usgs":true,"family":"Woods","given":"Paul","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":287548,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Carter, James L. 0000-0002-0104-9776 jlcarter@usgs.gov","orcid":"https://orcid.org/0000-0002-0104-9776","contributorId":3278,"corporation":false,"usgs":true,"family":"Carter","given":"James","email":"jlcarter@usgs.gov","middleInitial":"L.","affiliations":[{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true}],"preferred":true,"id":287545,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hager, Stephen W.","contributorId":48935,"corporation":false,"usgs":true,"family":"Hager","given":"Stephen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":287547,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":76649,"text":"sir20065057 - 2006 - A computer program for estimating instream travel times and concentrations of a potential contaminant in the Yellowstone River, Montana","interactions":[],"lastModifiedDate":"2012-03-08T17:16:20","indexId":"sir20065057","displayToPublicDate":"2006-04-26T00:00:00","publicationYear":"2006","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":"2006-5057","title":"A computer program for estimating instream travel times and concentrations of a potential contaminant in the Yellowstone River, Montana","docAbstract":"The Yellowstone River is very important in a variety of ways to the residents of southeastern Montana; however, it is especially vulnerable to spilled contaminants. In 2004, the U.S. Geological Survey, in cooperation with Montana Department of Environmental Quality, initiated a study to develop a computer program to rapidly estimate instream travel times and concentrations of a potential contaminant in the Yellowstone River using regression equations developed in 1999 by the U.S. Geological Survey. The purpose of this report is to describe these equations and their limitations, describe the development of a computer program to apply the equations to the Yellowstone River, and provide detailed instructions on how to use the program. This program is available online at [http://pubs.water.usgs.gov/sir2006-5057/includes/ytot.xls].\r\n\r\nThe regression equations provide estimates of instream travel times and concentrations in rivers where little or no contaminant-transport data are available. Equations were developed and presented for the most probable flow velocity and the maximum probable flow velocity. These velocity estimates can then be used to calculate instream travel times and concentrations of a potential contaminant.\r\n\r\nThe computer program was developed so estimation equations for instream travel times and concentrations can be solved quickly for sites along the Yellowstone River between Corwin Springs and Sidney, Montana. The basic types of data needed to run the program are spill data, streamflow data, and data for locations of interest along the Yellowstone River. Data output from the program includes spill location, river mileage at specified locations, instantaneous discharge, mean-annual discharge, drainage area, and channel slope. Travel times and concentrations are provided for estimates of the most probable velocity of the peak concentration and the maximum probable velocity of the peak concentration.\r\n\r\nVerification of estimates of instream travel times and concentrations for the Yellowstone River requires information about the flow velocity throughout the 520 mi of river in the study area. Dye-tracer studies would provide the best data about flow velocities and would provide the best verification of instream travel times and concentrations estimated from this computer program; however, data from such studies does not currently (2006) exist and new studies would be expensive and time-consuming. An alternative approach used in this study for verification of instream travel times is based on the use of flood-wave velocities determined from recorded streamflow hydrographs at selected mainstem streamflow-gaging stations along the Yellowstone River. The ratios of flood-wave velocity to the most probable velocity for the base flow estimated from the computer program are within the accepted range of 2.5 to 4.0 and indicate that flow velocities estimated from the computer program are reasonable for the Yellowstone River. The ratios of flood-wave velocity to the maximum probable velocity are within a range of 1.9 to 2.8 and indicate that the maximum probable flow velocities estimated from the computer program, which corresponds to the shortest travel times and maximum probable concentrations, are conservative and reasonable for the Yellowstone River.","language":"ENGLISH","doi":"10.3133/sir20065057","usgsCitation":"McCarthy, P., 2006, A computer program for estimating instream travel times and concentrations of a potential contaminant in the Yellowstone River, Montana: U.S. Geological Survey Scientific Investigations Report 2006-5057, iv, 16 p., https://doi.org/10.3133/sir20065057.","productDescription":"iv, 16 p.","numberOfPages":"20","costCenters":[{"id":400,"text":"Montana Water Science Center","active":false,"usgs":true}],"links":[{"id":126840,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/sir_2006_5057.jpg"},{"id":7701,"rank":9999,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/sir/2006/5057/includes/ytot.xls"},{"id":7700,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2006/5057/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111,45 ], [ -111,48 ], [ -104,48 ], [ -104,45 ], [ -111,45 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b26e4b07f02db6b02b5","contributors":{"authors":[{"text":"McCarthy, Peter 0000-0002-2396-7463 pmccarth@usgs.gov","orcid":"https://orcid.org/0000-0002-2396-7463","contributorId":2504,"corporation":false,"usgs":true,"family":"McCarthy","given":"Peter","email":"pmccarth@usgs.gov","affiliations":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287503,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":76643,"text":"sir20065003 - 2006 - Analysis of ambient conditions and simulation of hydrodynamics and water-quality characteristics in Beaver Lake, Arkansas, 2001 through 2003","interactions":[],"lastModifiedDate":"2012-02-10T00:11:41","indexId":"sir20065003","displayToPublicDate":"2006-04-26T00:00:00","publicationYear":"2006","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":"2006-5003","title":"Analysis of ambient conditions and simulation of hydrodynamics and water-quality characteristics in Beaver Lake, Arkansas, 2001 through 2003","docAbstract":"Beaver Lake is a large, deep-storage reservoir located in the upper White River Basin in northwestern Arkansas. The purpose of this report is to describe the ambient hydrologic and water-quality conditions in Beaver Lake and its inflows and describe a two-dimensional model developed to simulate the hydrodynamics and water quality of Beaver Lake from 2001 through 2003.\r\n\r\nWater-quality samples were collected at the three main inflows to Beaver Lake; the White River near Fayetteville, Richland Creek at Goshen, and War Eagle Creek near Hindsville. Nutrient concentrations varied among the tributaries because of land use and contributions of nutrients from point sources. The median concentrations of total ammonia plus organic nitrogen were greater for the White River than Richland and War Eagle Creeks. The greatest concentrations of nitrite plus nitrate and total nitrogen, however, were observed at War Eagle Creek. Phosphorus concentrations were relatively low, with orthophosphorus and dissolved phosphorus concentrations mostly below the laboratory reporting limit at the three sites. War Eagle Creek had significantly greater median orthophosphorus and total phosphorus concentrations than the White River and Richland Creek. Dissolved organic-carbon concentrations were significantly greater at the White River than at War Eagle and Richland Creeks. The White River also had significantly greater turbidity than War Eagle Creek and Richland Creek.\r\n\r\nThe temperature distribution in Beaver Lake exhibits the typical seasonal cycle of lakes and reservoirs located within similar latitudes. Beaver Lake is a monomictic system, in which thermal stratification occurs annually during the summer and fall and complete mixing occurs in the winter. Isothermal conditions exist throughout the winter and early spring.\r\n\r\nNitrogen concentrations varied temporally, longitudinally, and vertically in Beaver Lake for 2001 through 2003. Nitrite plus nitrate concentrations generally decreased from the upstream portion of Beaver Lake to the downstream portion and generally were greater in the hypolimnion. Total ammonia plus organic nitrogen concentrations also decreased from the upstream end of Beaver Lake to the downstream end and were substantially greater in the hypolimnion of Beaver Lake. Phosphorus concentrations mostly were near or below laboratory detection limits in the epilimnion and metalimnion in Beaver Lake and were substantially greater in the hypolimnion in the upstream and middle parts of the reservoir. Measured total and dissolved organic carbon in Beaver Lake was relatively uniform spatially, longitudinally, and vertically in the reservoir from January 2001 through December 2003. Chlorophyll a concentrations measured at sites in the upstream portion of the lake were significantly greater than at the other sites in the downstream portion of Beaver Lake.\r\n\r\nDuring the study period, water clarity in Beaver Lake was significantly greater at the downstream end of the reservoir than at the upstream end. The greatest Secchi depths at the downstream end of the reservoir generally were observed in 2001 compared to 2002 and 2003, but did not have a seasonal pattern as observed at sites in the middle and upstream portion of the reservoir. Similar to Secchi depth results, turbidity results indicated greater water clarity in the downstream portion of Beaver Lake compared to the upstream portion. Turbidity also was greater in the hypolimnion than in the epilimnion in the reservoir during the stratification season.\r\n\r\nA two-dimensional, laterally averaged, hydrodynamic, and water-quality model using CE-QUAL-W2 Version 3.1 was developed for Beaver Lake and calibrated based on vertical profiles of temperature and dissolved oxygen, and water-quality constituent concentrations collected at various depths at four sites in the reservoir from April 2001 to April 2003. Simulated temperatures and dissolved-oxygen concentrations compared reasonably well with measured t","language":"ENGLISH","doi":"10.3133/sir20065003","usgsCitation":"Galloway, J.M., and Green, W.R., 2006, Analysis of ambient conditions and simulation of hydrodynamics and water-quality characteristics in Beaver Lake, Arkansas, 2001 through 2003: U.S. Geological Survey Scientific Investigations Report 2006-5003, 64 p., https://doi.org/10.3133/sir20065003.","productDescription":"64 p.","numberOfPages":"64","temporalStart":"2001-01-01","temporalEnd":"2003-12-31","costCenters":[{"id":129,"text":"Arkansas Water Science Center","active":true,"usgs":true}],"links":[{"id":190935,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7689,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2006/5003/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -94,35 ], [ -94,36.6 ], [ -93.66666666666667,36.6 ], [ -93.66666666666667,35 ], [ -94,35 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680a48","contributors":{"authors":[{"text":"Galloway, Joel M. 0000-0002-9836-9724 jgallowa@usgs.gov","orcid":"https://orcid.org/0000-0002-9836-9724","contributorId":1562,"corporation":false,"usgs":true,"family":"Galloway","given":"Joel","email":"jgallowa@usgs.gov","middleInitial":"M.","affiliations":[{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287484,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Green, W. Reed","contributorId":87886,"corporation":false,"usgs":true,"family":"Green","given":"W.","email":"","middleInitial":"Reed","affiliations":[],"preferred":false,"id":287485,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":76644,"text":"sir20065021 - 2006 - Status of water levels and selected water-quality conditions in the Sparta-Memphis aquifer in Arkansas, Spring-Summer 2003","interactions":[],"lastModifiedDate":"2012-02-10T00:11:41","indexId":"sir20065021","displayToPublicDate":"2006-04-26T00:00:00","publicationYear":"2006","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":"2006-5021","title":"Status of water levels and selected water-quality conditions in the Sparta-Memphis aquifer in Arkansas, Spring-Summer 2003","docAbstract":"During the spring of 2003, water levels were measured in 341 wells in the Sparta-Memphis aquifer in Arkansas. Waterquality samples were collected for temperature and specificconductance measurements during the spring-summer of 2003 from 70 wells in Arkansas in the Sparta-Memphis aquifer. Maps of areal distribution of potentiometric surface, change in waterlevel measurements from 1999 to 2003, and specific-conductance data reveal spatial trends across the study area. The highest water-level altitude measured in Arkansas was 328 feet above National Geodetic Vertical Datum of 1929 (NGVD of 1929) in Craighead County; the lowest water-level altitude was 199 feet below NGVD of 1929 in Union County.\r\n\r\nThree large cones of depression are shown in the 2003 potentiometric surface map, centered in Columbia, Jefferson, and Union Counties in Arkansas as a result of large withdrawals for industrial and public supplies. A broad depression exists in western Poinsett County in Arkansas. The potentiometric surface indicates that large withdrawals have altered or reversed the natural direction of flow in most areas. In the northern third of the study area the flow is from the east, west, and north towards the broad depression in Poinsett County. In the central third of the study area the flow is dominated by the cone of depression centered in Jefferson County. In the southern third of the study area the flow is dominated by the two cones of depression in Union and Columbia Counties.\r\n\r\nA map of water-level changes from 1999 to 2003 was constructed using water-level measurements from 281 wells. The largest rise in water level measured was about 57.8 feet in Columbia County. The largest decline in water level measured was about -71.6 feet in Columbia County. Areas with a general rise are shown in Arkansas, Bradley, Calhoun, Cleveland, Columbia, Ouachita, and Union Counties. Areas with a general decline are shown in Craighead, Crittenden, Cross, Desha, Drew, Jefferson, Lonoke, Phillips, Poinsett, Prairie, and Woodruff Counties.\r\n\r\nHydrographs were constructed for wells with a minimum of 25 years of water-level measurements. A trend line using a linear regression was calculated for the period of record from spring of 1978 to spring of 2003 to determine the annual decline or rise in feet per year for water levels in each well. The hydrographs were grouped by county. The mean values for county annual water-level decline or rise ranged from -1.42 to 0.27 foot per year.\r\n\r\nSpecific conductance ranged from 82 microsiemens per centimeter at 25 degrees Celsius in Jefferson County to about 1,210 microsiemens per centimeter at 25 degrees Celsius in Lee County. The mean specific conductance was 400 microsiemens per centimeter at 25 degrees Celsius.","language":"ENGLISH","doi":"10.3133/sir20065021","usgsCitation":"Schrader, T., 2006, Status of water levels and selected water-quality conditions in the Sparta-Memphis aquifer in Arkansas, Spring-Summer 2003: U.S. Geological Survey Scientific Investigations Report 2006-5021, 43 p.: ill.; 2 plates, 34 x 44 in., https://doi.org/10.3133/sir20065021.","productDescription":"43 p.: ill.; 2 plates, 34 x 44 in.","numberOfPages":"43","temporalStart":"2003-03-01","temporalEnd":"2003-08-31","costCenters":[{"id":129,"text":"Arkansas Water Science Center","active":true,"usgs":true}],"links":[{"id":190936,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7690,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2006/5021/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -94.83333333333333,33 ], [ -94.83333333333333,36.833333333333336 ], [ -89.83333333333333,36.833333333333336 ], [ -89.83333333333333,33 ], [ -94.83333333333333,33 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b48fc","contributors":{"authors":[{"text":"Schrader, T.P.","contributorId":56300,"corporation":false,"usgs":true,"family":"Schrader","given":"T.P.","email":"","affiliations":[],"preferred":false,"id":287486,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":76646,"text":"cir1292 - 2006 - Volatile organic compounds in the nation's ground water and drinking-water supply wells","interactions":[],"lastModifiedDate":"2019-08-29T08:28:54","indexId":"cir1292","displayToPublicDate":"2006-04-26T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1292","title":"Volatile organic compounds in the nation's ground water and drinking-water supply wells","docAbstract":"This national assessment of 55 volatile organic compounds (VOCs) in ground water gives emphasis to the occurrence of VOCs in aquifers that are used as an important\r\nsupply of drinking water. In contrast to the monitoring of VOC contamination of ground water at point-source release sites, such as landfills and leaking underground storage tanks (LUSTs), our investigations of aquifers are designed as large-scale resource assessments that provide a general characterization of water-quality conditions. Nearly all of the aquifers included in this assessment have been identified as regionally extensive aquifers or aquifer systems. The assessment of ground water (Chapter 3) included analyses of about 3,500 water samples collected during 1985-2001 from various types of wells, representing\r\nalmost 100 different aquifer studies. This is the first national assessment of the occurrence of a large number of VOCs with different uses, and the assessment addresses key questions about VOCs in aquifers. The assessment also provides a foundation for subsequent decadal assessments of the U.S. Geological Survey (USGS) National Water-Quality Assessment (NAWQA) Program to ascertain long-term trends of VOC occurrence in these aquifers.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/cir1292","isbn":"1411308360","collaboration":"See also related FS 2006-3043 and FS 2006-3048","usgsCitation":"Zogorski, J.S., Carter, J.M., Ivahnenko, T., Lapham, W.W., Moran, M.J., Rowe, B.L., Squillace, P.J., and Toccalino, P., 2006, Volatile organic compounds in the nation's ground water and drinking-water supply wells: U.S. Geological Survey Circular 1292, 101 p., https://doi.org/10.3133/cir1292.","productDescription":"101 p.","numberOfPages":"101","costCenters":[],"links":[{"id":366996,"rank":5,"type":{"id":2,"text":"Additional Report Piece"},"url":"https://pubs.usgs.gov/circ/circ1292/cir1292_columns.txt","size":"4 KB","linkFileType":{"id":2,"text":"txt"},"linkHelpText":"- Key to Water Quality Data Codes"},{"id":8416,"rank":3,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/fs/2006/3048/","linkFileType":{"id":5,"text":"html"}},{"id":8417,"rank":4,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/fs/2006/3043/","linkFileType":{"id":5,"text":"html"}},{"id":366997,"rank":7,"type":{"id":2,"text":"Additional Report Piece"},"url":"https://pubs.usgs.gov/circ/circ1292/cir1292_vocdatamdb.zip","linkFileType":{"id":6,"text":"zip"},"linkHelpText":"- Volatile Organic Compound Database, Microsoft Access"},{"id":366998,"rank":8,"type":{"id":2,"text":"Additional Report Piece"},"url":"https://pubs.usgs.gov/circ/circ1292/cir1292_vocdatatxt.zip","size":"1.19 MB","linkFileType":{"id":6,"text":"zip"},"linkHelpText":"- Text Files for Data, Sites, and Parameter Codes"},{"id":7697,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/circ/circ1292/","text":"Report HTML","linkFileType":{"id":5,"text":"html"}},{"id":195695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/circ1292/coverthb.jpg"}],"contact":"<p>Program Coordinator, <a href=\"https://www.usgs.gov/mission-areas/water-resources/science/national-water-quality-assessment-nawqa?qt-science_center_objects=0#qt-science_center_objects\" data-mce-href=\"https://www.usgs.gov/mission-areas/water-resources/science/national-water-quality-assessment-nawqa?qt-science_center_objects=0#qt-science_center_objects\">National Water Quality Program</a><br>U.S. Geological Survey<br>12201 Sunrise Valley Drive<br>Reston, VA 20192</p>","tableOfContents":"<ul><li><p>Introductory Materials</p></li><li><p>Major findings and conclusions</p></li><li><p>Introduction</p></li><li><p>VOCs in ground water</p></li><li><p>VOCs in samples from drinking-water supply wells</p></li><li><p>Additional information for selected VOCs</p></li><li><p>References Cited</p></li><li><p>Glossary</p></li><li><p>Appendix 1</p></li><li><p>Appendix 2</p></li><li><p>Appendix 3</p></li><li><p>Appendix 4</p></li><li><p>Appendix 5</p></li><li><p>Appendix 6</p></li><li><p>Appendix 7</p></li><li><p>Appendix 8</p></li><li><p>Appendix 9</p></li><li><p>Appendix 10</p></li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd9f4","contributors":{"authors":[{"text":"Zogorski, John S. jszogors@usgs.gov","contributorId":189,"corporation":false,"usgs":true,"family":"Zogorski","given":"John","email":"jszogors@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":287491,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carter, Janet M. 0000-0002-6376-3473 jmcarter@usgs.gov","orcid":"https://orcid.org/0000-0002-6376-3473","contributorId":339,"corporation":false,"usgs":true,"family":"Carter","given":"Janet","email":"jmcarter@usgs.gov","middleInitial":"M.","affiliations":[{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"preferred":false,"id":287492,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ivahnenko, Tamara 0000-0002-1124-7688 ivahnenk@usgs.gov","orcid":"https://orcid.org/0000-0002-1124-7688","contributorId":93524,"corporation":false,"usgs":true,"family":"Ivahnenko","given":"Tamara","email":"ivahnenk@usgs.gov","affiliations":[],"preferred":false,"id":287498,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lapham, Wayne W.","contributorId":74734,"corporation":false,"usgs":true,"family":"Lapham","given":"Wayne","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":287497,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Moran, Michael J. mjmoran@usgs.gov","contributorId":1047,"corporation":false,"usgs":true,"family":"Moran","given":"Michael","email":"mjmoran@usgs.gov","middleInitial":"J.","affiliations":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287493,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Rowe, Barbara L. blrowe@usgs.gov","contributorId":2673,"corporation":false,"usgs":true,"family":"Rowe","given":"Barbara","email":"blrowe@usgs.gov","middleInitial":"L.","affiliations":[{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287494,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Squillace, Paul J.","contributorId":59415,"corporation":false,"usgs":true,"family":"Squillace","given":"Paul","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":287496,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Toccalino, Patricia L. 0000-0003-1066-1702","orcid":"https://orcid.org/0000-0003-1066-1702","contributorId":41089,"corporation":false,"usgs":true,"family":"Toccalino","given":"Patricia L.","affiliations":[{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"preferred":true,"id":287495,"contributorType":{"id":1,"text":"Authors"},"rank":8}]}}
,{"id":76641,"text":"fs20053126 - 2006 - The U.S. Geological Survey and City of Atlanta water-quality and water-quantity monitoring network","interactions":[],"lastModifiedDate":"2017-02-03T12:06:51","indexId":"fs20053126","displayToPublicDate":"2006-04-26T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-3126","title":"The U.S. Geological Survey and City of Atlanta water-quality and water-quantity monitoring network","docAbstract":"Population growth and urbanization affect the landscape, and the quality and quantity of water in nearby rivers and streams, as well as downstream receiving waters (Ellis, 1999). Typical impacts include: (1) disruption of the hydrologic cycle through increases in the extent of impervious surfaces (e.g., roads, roofs, sidewalks) that increase the velocity and volume of surface-water runoff; (2) increased chemical loads to local and downstream receiving waters from industrial sources, nonpoint-source runoff, leaking sewer systems, and sewer overflows; (3) direct or indirect soil contamination from industrial sources, power-generating facilities, and landfills; and (4) reduction in the quantity and quality of aquatic habitats.\r\n\r\nThe City of Atlanta's monitoring network consists of 21 long-term sites. Eleven of these are 'fully instrumented' to provide real-time data on water temperature, pH, specific conductance, dissolved oxygen, turbidity (intended as a surrogate for suspended sediment concentration), water level (gage height, intended as a surrogate for discharge), and precipitation. Data are transmitted hourly and are available on a public Web site (http://ga.water.usgs.gov/). Two sites only measure water level and rainfall as an aid to stormwater monitoring. The eight remaining sites are used to assess water quality.","language":"ENGLISH","doi":"10.3133/fs20053126","usgsCitation":"Horowitz, A.J., and Hughes, W.B., 2006, The U.S. Geological Survey and City of Atlanta water-quality and water-quantity monitoring network: U.S. Geological Survey Fact Sheet 2005-3126, 4 p., https://doi.org/10.3133/fs20053126.","productDescription":"4 p.","numberOfPages":"4","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":123091,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2005_3126.jpg"},{"id":7686,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/2005/3126/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Georgia","city":"Atlanta","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87,30 ], [ -87,37 ], [ -83,37 ], [ -83,30 ], [ -87,30 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db6731ed","contributors":{"authors":[{"text":"Horowitz, Arthur J. 0000-0002-3296-730X horowitz@usgs.gov","orcid":"https://orcid.org/0000-0002-3296-730X","contributorId":1400,"corporation":false,"usgs":true,"family":"Horowitz","given":"Arthur","email":"horowitz@usgs.gov","middleInitial":"J.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true},{"id":316,"text":"Georgia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287480,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hughes, W. Brian","contributorId":84353,"corporation":false,"usgs":true,"family":"Hughes","given":"W.","email":"","middleInitial":"Brian","affiliations":[],"preferred":false,"id":287481,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":76642,"text":"ofr20061083 - 2006 - Gravity investigations of the Chickasaw National Recreation Area, south-central Oklahoma","interactions":[],"lastModifiedDate":"2012-03-08T17:16:21","indexId":"ofr20061083","displayToPublicDate":"2006-04-26T00:00:00","publicationYear":"2006","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":"2006-1083","title":"Gravity investigations of the Chickasaw National Recreation Area, south-central Oklahoma","docAbstract":"The geological configuration of the Arbuckle Uplift in the vicinity of Chickasaw National Recreation Area in south-central Oklahoma plays a governing role in the distribution of fresh and mineral springs within the park and in the existence of artesian wells in and around the park. A confining layer of well-cemented conglomerate lies immediately below the surface of the recreation area, and groundwater migrates from an area of meteoric recharge where rocks of the Arbuckle-Simpson Aquifer crop out as close as two kilometers to the east of the park. Prominent, Pennsylvanian-aged faults are exposed in the aquifer outcrop, and two of the fault traces project beneath the conglomerate cover toward two groups of springs within the northern section of the park. We conducted gravity fieldwork and analysis to investigate the subsurface extensions of these major faults beneath Chickasaw National Recreation Area. By defining gravity signatures of the faults where they are exposed, we infer that the Sulphur and Mill Creek Faults bend to the south-west where they are buried. The South Sulphur Fault may project westward linearly if it juxtaposes rocks that have a density contrast opposite that of that fault's density configuration in the Sulphur Syncline area. The Sulphur Syncline, whose eastern extent is exposed in the outcrop area of the Arbuckle-Simpson Aquifer, does not appear to extend beneath Chickasaw National Recreation Area nor the adjacent City of Sulphur. The South Sulphur Fault dips steeply northward, and its normal sense of offset suggests that the Sulphur Syncline is part of a graben. The Mill Creek Fault dips vertically, and the Reagan Fault dips southward, consistent with its being mapped as a thrust fault. The Sulphur and Mill Creek Synclines may have formed as pull-apart basins in a left-lateral, left-stepping strike-slip environment. The character of the gravity field of Chickasaw National Recreation Area is different from the lineated gravity field in the area of Arbuckle-Simpson Aquifer outcrop. This change in character is not due to the presence of the overlying conglomerate layer, which is quite thin (<100 m) in the area of the park with the springs. The presence of relatively high-density Precambrian basement rocks in a broader region suggests that significant gravity anomalies may arise from variations in basement topography. Understanding of the geological configuration of Chickasaw National Recreation Area can be improved by expanding the study area and by investigating complementary geophysical and borehole constraints of the subsurface.","language":"ENGLISH","doi":"10.3133/ofr20061083","usgsCitation":"Scheirer, D., and Scheirer, A.H., 2006, Gravity investigations of the Chickasaw National Recreation Area, south-central Oklahoma (Version 1.0): U.S. Geological Survey Open-File Report 2006-1083, 42 p., https://doi.org/10.3133/ofr20061083.","productDescription":"42 p.","numberOfPages":"42","costCenters":[{"id":516,"text":"Oklahoma Water Science Center","active":true,"usgs":true}],"links":[{"id":190903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7688,"rank":9999,"type":{"id":25,"text":"Version History"},"url":"https://pubs.usgs.gov/of/2006/1083/version_history.txt","linkFileType":{"id":2,"text":"txt"}},{"id":7687,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2006/1083/","linkFileType":{"id":5,"text":"html"}}],"edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2a3f","contributors":{"authors":[{"text":"Scheirer, Daniel S. dscheirer@usgs.gov","contributorId":2325,"corporation":false,"usgs":true,"family":"Scheirer","given":"Daniel S.","email":"dscheirer@usgs.gov","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":true,"id":287482,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scheirer, Allegra Hosford","contributorId":93985,"corporation":false,"usgs":true,"family":"Scheirer","given":"Allegra","email":"","middleInitial":"Hosford","affiliations":[],"preferred":false,"id":287483,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":76638,"text":"sir20065009 - 2006 - MODOPTIM: A general optimization program for ground-water flow model calibration and ground-water management with MODFLOW","interactions":[],"lastModifiedDate":"2012-03-08T17:16:18","indexId":"sir20065009","displayToPublicDate":"2006-04-25T00:00:00","publicationYear":"2006","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":"2006-5009","title":"MODOPTIM: A general optimization program for ground-water flow model calibration and ground-water management with MODFLOW","docAbstract":"MODOPTIM is a non-linear ground-water model calibration and management tool that simulates flow with MODFLOW-96 as a subroutine. A weighted sum-of-squares objective function defines optimal solutions for calibration and management problems. Water levels, discharges, water quality, subsidence, and pumping-lift costs are the five direct observation types that can be compared in MODOPTIM. Differences between direct observations of the same type can be compared to fit temporal changes and spatial gradients. Water levels in pumping wells, wellbore storage in the observation wells, and rotational translation of observation wells also can be compared. Negative and positive residuals can be weighted unequally so inequality constraints such as maximum chloride concentrations or minimum water levels can be incorporated in the objective function. Optimization parameters are defined with zones and parameter-weight matrices. Parameter change is estimated iteratively with a quasi-Newton algorithm and is constrained to a user-defined maximum parameter change per iteration. Parameters that are less sensitive than a user-defined threshold are not estimated. MODOPTIM facilitates testing more conceptual models by expediting calibration of each conceptual model. Examples of applying MODOPTIM to aquifer-test analysis, ground-water management, and parameter estimation problems are presented.","language":"ENGLISH","doi":"10.3133/sir20065009","usgsCitation":"Halford, K.J., 2006, MODOPTIM: A general optimization program for ground-water flow model calibration and ground-water management with MODFLOW (Version 1.0): U.S. Geological Survey Scientific Investigations Report 2006-5009, 62 p., https://doi.org/10.3133/sir20065009.","productDescription":"62 p.","numberOfPages":"62","onlineOnly":"Y","additionalOnlineFiles":"Y","costCenters":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"links":[{"id":192758,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7951,"rank":1000,"type":{"id":22,"text":"Related Work"},"url":"https://water.usgs.gov/software/ground_water.html","linkFileType":{"id":5,"text":"html"}},{"id":7949,"rank":9999,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/sir/2006/5009/zip/MODOPTIM.zip"},{"id":7950,"rank":9999,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/sir/2006/5009/zip/ModoptimCode+EXE.zip"},{"id":7682,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2006/5009/","linkFileType":{"id":5,"text":"html"}}],"edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648d4e","contributors":{"authors":[{"text":"Halford, Keith J. 0000-0002-7322-1846 khalford@usgs.gov","orcid":"https://orcid.org/0000-0002-7322-1846","contributorId":1374,"corporation":false,"usgs":true,"family":"Halford","given":"Keith","email":"khalford@usgs.gov","middleInitial":"J.","affiliations":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287473,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":76632,"text":"pp1656B - 2006 - Flow and salt transport in the Suwannee River estuary, Florida, 1999–2000: Analysis of data and three-dimensional simulations","interactions":[],"lastModifiedDate":"2022-01-10T20:14:38.026407","indexId":"pp1656B","displayToPublicDate":"2006-04-25T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1656","chapter":"B","title":"Flow and salt transport in the Suwannee River estuary, Florida, 1999–2000: Analysis of data and three-dimensional simulations","docAbstract":"A three-dimensional numerical model was developed to assist in the evaluation of the effects of changes in freshwater flow on the salinity regime of the lower Suwannee River, its estuary, and Suwannee Sound. Hydrodynamic and salt-transport\r\nmodeling were supported by data from a comprehensive data-collection network operated in the lower Suwannee River during 1998-2000. The study area included all of the downstream-most 12 kilometers of the Suwannee River, Suwannee Sound, and part of the Gulf of Mexico. Development, calibration, and application of the hydrodynamic and salt-transport model were completed by using data primarily collected during October 1999-September 2000.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1656B","isbn":"1411309561","usgsCitation":"Bales, J.D., Tomlinson, S.A., and Tillis, G., 2006, Flow and salt transport in the Suwannee River estuary, Florida, 1999–2000: Analysis of data and three-dimensional simulations: U.S. Geological Survey Professional Paper 1656, ix, 66 p., https://doi.org/10.3133/pp1656B.","productDescription":"ix, 66 p.","numberOfPages":"76","temporalStart":"1999-01-01","temporalEnd":"2000-12-31","costCenters":[{"id":285,"text":"Florida Water Science Center","active":false,"usgs":true}],"links":[{"id":192422,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":394126,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_76435.htm"},{"id":7718,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/pp1656B/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","otherGeospatial":"Suwannee River estuary","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.18504333496094,\n              29.2651363628668\n            ],\n            [\n              -83.08273315429688,\n              29.2651363628668\n            ],\n            [\n              -83.08273315429688,\n              29.341181911555285\n            ],\n            [\n              -83.18504333496094,\n              29.341181911555285\n            ],\n            [\n              -83.18504333496094,\n              29.2651363628668\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df4e9","contributors":{"authors":[{"text":"Bales, Jerad D. 0000-0001-8398-6984 jdbales@usgs.gov","orcid":"https://orcid.org/0000-0001-8398-6984","contributorId":683,"corporation":false,"usgs":true,"family":"Bales","given":"Jerad","email":"jdbales@usgs.gov","middleInitial":"D.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true},{"id":5058,"text":"Office of the Chief Scientist for Water","active":true,"usgs":true}],"preferred":true,"id":287453,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tomlinson, S. A.","contributorId":98770,"corporation":false,"usgs":true,"family":"Tomlinson","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":287455,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tillis, Gina","contributorId":72077,"corporation":false,"usgs":true,"family":"Tillis","given":"Gina","affiliations":[],"preferred":false,"id":287454,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":76635,"text":"wdrFL051B - 2006 - Water resources data, Florida, water year 2005. Volume 1B: Northeast Florida ground water","interactions":[],"lastModifiedDate":"2012-02-02T00:14:10","indexId":"wdrFL051B","displayToPublicDate":"2006-04-25T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"FL-05-1B","title":"Water resources data, Florida, water year 2005. Volume 1B: Northeast Florida ground water","docAbstract":"Water resources data for the 2005 water year in Florida consist of continuous or daily discharge for 429 streams, periodic discharge for 9 streams, continuous or daily stage for 218 streams, periodic stage for 5 streams, peak stage and discharge for 28 streams; continuous or daily elevations for 15 lakes, periodic elevations for 23 lakes; continuous ground-water levels for 401 wells, periodic ground-water levels for 1,098 wells; quality-of-water data for 211 surface-water sites and 208 wells.The data for northeast Florida include continuous or daily discharge for 140 streams, periodic discharge for 4 streams, continuous or daily stage for 58 streams, periodic stage for 3 streams; peak stage and discharge for 0 streams; continuous or daily elevations for 10 lakes, periodic elevations for 20 lakes; continuous ground water levels for 45 wells, periodic ground-water levels for 520 wells; quality-of-water data for 40 surface-water sites and 65 wells.These data represent the National Water Data System records collected by the U.S. Geological Survey and cooperating local, State and Federal agencies in Florida.","language":"ENGLISH","doi":"10.3133/wdrFL051B","issn":"02752689","usgsCitation":"Nazarian, A., Simonds, E., and Dickerson, S., 2006, Water resources data, Florida, water year 2005. Volume 1B: Northeast Florida ground water: U.S. Geological Survey Water Data Report FL-05-1B, 297 p., https://doi.org/10.3133/wdrFL051B.","productDescription":"297 p.","numberOfPages":"297","temporalStart":"2004-10-01","temporalEnd":"2005-09-30","costCenters":[{"id":285,"text":"Florida Water Science Center","active":false,"usgs":true}],"links":[{"id":192455,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7679,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/2005/wdr-fl-05-1b/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db603f06","contributors":{"authors":[{"text":"Nazarian, A.P.","contributorId":32595,"corporation":false,"usgs":true,"family":"Nazarian","given":"A.P.","email":"","affiliations":[],"preferred":false,"id":287469,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simonds, E.P.","contributorId":31479,"corporation":false,"usgs":true,"family":"Simonds","given":"E.P.","email":"","affiliations":[],"preferred":false,"id":287468,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dickerson, S.M.","contributorId":26748,"corporation":false,"usgs":true,"family":"Dickerson","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":287467,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":76633,"text":"tm6A15 - 2006 - Use of the Multi-Node Well (MNW) package when simulating solute transport with the MODFLOW ground-water transport process","interactions":[],"lastModifiedDate":"2020-01-26T12:12:09","indexId":"tm6A15","displayToPublicDate":"2006-04-25T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":335,"text":"Techniques and Methods","code":"TM","onlineIssn":"2328-7055","printIssn":"2328-7047","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"6-A15","title":"Use of the Multi-Node Well (MNW) package when simulating solute transport with the MODFLOW ground-water transport process","docAbstract":"This report describes modifications to a U.S. Geological Survey (USGS) three-dimensional solute-transport model (MODFLOW-GWT), which is incorporated into the USGS MODFLOW ground-water model as the Ground-Water Transport (GWT) Process. The modifications were made to create compatibility between the Multi-Node Well (MNW) Package for MODFLOW and the MODFLOW-GWT model. This compatibility improves the capability of MODFLOW-GWT to represent accurately solute transport in simulations that include multi-node wells because long-screen wells or long open boreholes that extend through multiple model layers can provide fast pathways for solutes to move from one location to another in a ground-water flow system. For nonpumping multi-node wells (used to simulate open boreholes or observation wells, for example), a simple routing and local mixing model was developed to calculate nodal concentrations within the borehole. A depth-averaged concentration is calculated for such nonpumping wells. For pumping multi-node wells (either withdrawal or injection) in which the flow between the well and the ground-water system is in the same direction at all nodes, the average concentration in the well is calculated as a flux-based mean assuming complete and instantaneous mixing in the wellbore of all inflows. For pumping multi-node wells (either withdrawal or injection) in which the flow between the well and the ground-water system is not unidirectional, the concentration distribution within the well is calculated using the same routing and local mixing model used for a nonpumping multi-node well, with the added assumption that the flux pumped in or out of the well is added or removed above the first well node.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Book 6: Modeling techniques, Section A. Ground-water","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/tm6A15","collaboration":"Code and documentation for other water models are available at http://water.usgs.gov/software/ground_water.html .","usgsCitation":"Konikow, L.F., and Hornberger, G., 2006, Use of the Multi-Node Well (MNW) package when simulating solute transport with the MODFLOW ground-water transport process (Version 1.9): U.S. Geological Survey Techniques and Methods 6-A15, 34 p., https://doi.org/10.3133/tm6A15.","productDescription":"34 p.","numberOfPages":"34","additionalOnlineFiles":"Y","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":192453,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7667,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://water.usgs.gov/nrp/gwsoftware/mf2k_gwt/mf2k_gwt.html","linkFileType":{"id":5,"text":"html"}}],"edition":"Version 1.9","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604260","contributors":{"authors":[{"text":"Konikow, Leonard F. 0000-0002-0940-3856 lkonikow@usgs.gov","orcid":"https://orcid.org/0000-0002-0940-3856","contributorId":158,"corporation":false,"usgs":true,"family":"Konikow","given":"Leonard","email":"lkonikow@usgs.gov","middleInitial":"F.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":287456,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hornberger, G.Z.","contributorId":71582,"corporation":false,"usgs":true,"family":"Hornberger","given":"G.Z.","email":"","affiliations":[],"preferred":false,"id":287457,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":76639,"text":"sir20065042 - 2006 - Physical and vegetative characteristics of a relocated stream reach, constructed wetland, and riparian buffer, Upper Saucon Township, Lehigh County, Pennsylvania, 2000-04","interactions":[],"lastModifiedDate":"2017-07-06T15:31:25","indexId":"sir20065042","displayToPublicDate":"2006-04-25T00:00:00","publicationYear":"2006","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":"2006-5042","title":"Physical and vegetative characteristics of a relocated stream reach, constructed wetland, and riparian buffer, Upper Saucon Township, Lehigh County, Pennsylvania, 2000-04","docAbstract":"<p>The U.S. Geological Survey, in cooperation with the Pennsylvania Department of Transportation, Engineering District 5-0, investigated physical and vegetative changes within a relocated stream reach, constructed wetland, and riparian buffer from September 2000 to October 2004. This report presents an evaluation of data collected using methods from multiple sources that have been adapted into a consistent approach. This approach is intended to satisfy a need for consistent collection of different types of data with the goal of transferring technology and findings to similar projects. </p><p>Survey data indicate that adjustment of the upstream part of the relocated stream reach slowed over the monitoring period, but the downstream channel remains unstable as evidenced by excessive deposition. Upstream migration of a nick point has slowed or stopped altogether as of the 2003 assessment when this feature came in contact with the upstream-most part of the channel that is lined with riprap. Documented streambed erosion in the upstream cross sections, along with deposition downstream, has resulted in an overall decrease in slope of the stream channel over the monitoring period. Most streambed erosion took place prior to the 2002 assessment when annual mean streamflows were less than those in the final 2 years of monitoring. An abundance of fine sediment dominates the substrate of the relocated channel. Annual fluctuations of large particles within each cross section demonstrates the capacity of the relocated channel to transport the entire range of sediment. </p><p>The substrate within the 0.28-acre constructed wetland (a mixture of soil from an off-site naturally occurring wetland and woodchips) supported a hydrophytic-vegetation community throughout the investigation. Eleocharis obtusa (spike rush), an obligate-wetland herb, was the most prevalent species, having a maximum areal cover of 90 percent in fall 2001 and a minimum of 23 percent in fall 2004. Drought-like conditions in water year 2002 (cumulative precipitation was 28.11 inches) allowed species like Panicum dichotomiflorum (witch grass), Salix sp. (willow), Leersia oryzoides (rice cutgrass), and Echinocloa crusgalli (barnyard grass) to become established by fall 2002. Above-average precipitation in water years 2003 and 2004 (58.55 and 53.17 inches, respectively) coincided with increased areal cover by E. obtusa in fall 2003 (56 percent) and decreased areal cover in fall 2004 (23 percent). Pond-like conditions that probably persisted throughout the 2004 growing season favored aquatic species like Alisma subcordatum (water plantain) to the detriment of many emergent species, including E. obtusa. Despite the pond-like conditions, L. oryzoides, an obligate-wetland grass, increased in areal cover (from 12 to 34 percent) between the 2003 and 2004 growing seasons because it was established in the higher elevations and the peripheral areas of the constructed wetland that were less prone to persistent inundation. </p><p>Canopy development by trees and shrubs in the riparian buffer was initially (fall 2000) poor (39.7 percent), resulting in more available sunlight for the herbaceous understory than in any other growing season. As a result, areal cover of herbaceous species and trees and shrubs less than 1-meter tall was 108 percent in fall 2000 with Lolium perenne (perennial rye), Polygonum persicaria (lady's thumb), and Setaria faberi (foxtail) collectively contributing nearly half the cover (59.2 percent). Because of increases in canopy cover by trees and shrubs (39.7 percent in fall 2000 to 127 percent in fall 2004), herbaceous cover decreased to 76 percent by the fall of 2001 and varied between 72 and 77 percent for the rest of the study period. </p><p><br><span>Tree density in the riparian buffer ranged from 3,078 and 4,130 plants per acre (fall 2000 and 2003, respectively) over the study period but essentially remained constant after fall 2001; computations reported each fall between fall 2001 and fall 2004 are within 10 percent of one another. When the study ended in fall 2004,<span>&nbsp;</span></span><i>Acer negundo</i><span><span>&nbsp;</span>(box elder) and<span>&nbsp;</span></span><i>Fraxinus pennsylvanica</i><span><span>&nbsp;</span>(green ash) were the most populous tree species (1,526 and 1,084 plants per acre, respectively) followed by<span>&nbsp;</span></span><i>Quercus bicolor</i><span><span>&nbsp;</span>(swamp white oak; 720 plants per acre).<span>&nbsp;</span></span><i>A. negundo</i><span>,<span>&nbsp;</span></span><i>F. pennsylvanica</i><span>, and<span>&nbsp;</span></span><i>Q. bicolor</i><span><span>&nbsp;</span>also contributed the greatest areal cover in fall 2004 (31.2, 24.0, and 18.5 percent,respectively).<span>&nbsp;</span></span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20065042","usgsCitation":"Chaplin, J.J., White, K., and Loper, C.A., 2006, Physical and vegetative characteristics of a relocated stream reach, constructed wetland, and riparian buffer, Upper Saucon Township, Lehigh County, Pennsylvania, 2000-04: U.S. Geological Survey Scientific Investigations Report 2006-5042, viii, 65 p., https://doi.org/10.3133/sir20065042.","productDescription":"viii, 65 p.","onlineOnly":"Y","temporalStart":"2000-01-01","temporalEnd":"2004-12-31","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":192802,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7684,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2006/5042/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Pennsylvania","county":"Lehigh County","city":"Upper Saucon Township","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-75.6107,40.7861],[-75.6079,40.7765],[-75.6064,40.7665],[-75.6037,40.7538],[-75.5996,40.746],[-75.5961,40.741],[-75.5932,40.7378],[-75.589,40.7345],[-75.5866,40.734],[-75.583,40.7344],[-75.5799,40.7348],[-75.5763,40.7352],[-75.5726,40.7338],[-75.5703,40.7311],[-75.5692,40.7283],[-75.5657,40.7237],[-75.559,40.7218],[-75.5548,40.7213],[-75.5499,40.723],[-75.5462,40.7248],[-75.5431,40.7284],[-75.543,40.732],[-75.5404,40.737],[-75.5373,40.7383],[-75.5319,40.7373],[-75.5283,40.7354],[-75.5261,40.7263],[-75.5193,40.7099],[-75.5129,40.7002],[-75.5024,40.6856],[-75.4959,40.6791],[-75.4894,40.6763],[-75.4876,40.6731],[-75.4791,40.6534],[-75.4332,40.6699],[-75.4167,40.6533],[-75.3901,40.6297],[-75.3948,40.5944],[-75.3949,40.5922],[-75.4049,40.581],[-75.3692,40.5586],[-75.3354,40.5372],[-75.3551,40.5239],[-75.3879,40.5018],[-75.3909,40.5],[-75.4008,40.4938],[-75.4026,40.4925],[-75.4094,40.4881],[-75.4113,40.4872],[-75.4454,40.4547],[-75.4492,40.4511],[-75.451,40.4493],[-75.4548,40.4457],[-75.4672,40.4346],[-75.4734,40.4292],[-75.4759,40.4266],[-75.4833,40.4194],[-75.4994,40.4283],[-75.5065,40.4325],[-75.5249,40.4441],[-75.5278,40.4464],[-75.5582,40.4641],[-75.6206,40.5023],[-75.6849,40.544],[-75.6956,40.5505],[-75.7188,40.5654],[-75.7402,40.5802],[-75.7498,40.5862],[-75.7677,40.5974],[-75.7701,40.5992],[-75.7796,40.6052],[-75.8005,40.6182],[-75.89,40.6761],[-75.8509,40.691],[-75.8032,40.709],[-75.7767,40.7236],[-75.7595,40.7333],[-75.7546,40.7351],[-75.7467,40.7382],[-75.7411,40.7412],[-75.733,40.7489],[-75.7281,40.7524],[-75.6993,40.7643],[-75.6943,40.7674],[-75.6857,40.7727],[-75.6821,40.7735],[-75.6656,40.7769],[-75.6277,40.7841],[-75.6107,40.7861]]]},\"properties\":{\"name\":\"Lehigh\",\"state\":\"PA\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685bf9","contributors":{"authors":[{"text":"Chaplin, Jeffrey J. 0000-0002-0617-5050 jchaplin@usgs.gov","orcid":"https://orcid.org/0000-0002-0617-5050","contributorId":147,"corporation":false,"usgs":true,"family":"Chaplin","given":"Jeffrey","email":"jchaplin@usgs.gov","middleInitial":"J.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287474,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, Kirk E. kewhite@usgs.gov","contributorId":2107,"corporation":false,"usgs":true,"family":"White","given":"Kirk E.","email":"kewhite@usgs.gov","affiliations":[],"preferred":true,"id":287475,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Loper, Connie A.","contributorId":62243,"corporation":false,"usgs":true,"family":"Loper","given":"Connie","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":287476,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":76640,"text":"wdrWI051 - 2006 - Water resources data - Wisconsin, water year 2005","interactions":[],"lastModifiedDate":"2012-03-08T17:16:19","indexId":"wdrWI051","displayToPublicDate":"2006-04-25T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WI-05-1","title":"Water resources data - Wisconsin, water year 2005","docAbstract":"Water-resources data for the 2005 water year for Wisconsin include records of streamflow at gaging stations, partial-record stations, and miscellaneous sites, records of precipitation, and records of chemical, biological, and physical characteristics of surface water. In addition, water levels in observation wells are reported. These data were collected by the U.S. Geological Survey in cooperation with State and local agencies and other Federal agencies in Wisconsin.","language":"ENGLISH","doi":"10.3133/wdrWI051","issn":"07408803","usgsCitation":"Waschbusch, R., Olson, D., and Marsh, S., 2006, Water resources data - Wisconsin, water year 2005: U.S. Geological Survey Water Data Report WI-05-1, 982 p., https://doi.org/10.3133/wdrWI051.","productDescription":"982 p.","numberOfPages":"982","onlineOnly":"N","temporalStart":"2004-10-01","temporalEnd":"2005-09-30","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":192803,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7685,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/2005/wdr-wi-05-1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49bde4b07f02db5d0c49","contributors":{"authors":[{"text":"Waschbusch, R.J.","contributorId":107307,"corporation":false,"usgs":true,"family":"Waschbusch","given":"R.J.","affiliations":[],"preferred":false,"id":287479,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olson, D.L.","contributorId":34943,"corporation":false,"usgs":true,"family":"Olson","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":287477,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Marsh, S.B.","contributorId":105329,"corporation":false,"usgs":true,"family":"Marsh","given":"S.B.","email":"","affiliations":[],"preferred":false,"id":287478,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":76587,"text":"wdrVA052 - 2006 - Water resources data Virginia water year 2005 Volume 2. Ground-water level and ground-water quality records","interactions":[],"lastModifiedDate":"2012-03-08T17:16:19","indexId":"wdrVA052","displayToPublicDate":"2006-04-23T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"VA-05-2","title":"Water resources data Virginia water year 2005 Volume 2. Ground-water level and ground-water quality records","docAbstract":"Water-resources data for the 2005 water year for Virginia consist of records of water levels and water quality of ground-water wells. This report (Volume 2. Ground-Water-Level and Ground-Water-Quality Records) contains water levels at 349 observation wells and water quality at 29 wells. Locations of these wells are shown on figures 3 through 8. The data in this report represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Virginia.","language":"ENGLISH","doi":"10.3133/wdrVA052","issn":"02761319","usgsCitation":"Wicklein, S., Powell, E.D., Guyer, J.R., and Owens, J.A., 2006, Water resources data Virginia water year 2005 Volume 2. Ground-water level and ground-water quality records: U.S. Geological Survey Water Data Report VA-05-2, 433 p., https://doi.org/10.3133/wdrVA052.","productDescription":"433 p.","numberOfPages":"433","onlineOnly":"Y","temporalStart":"2005-01-01","temporalEnd":"2005-12-31","costCenters":[{"id":614,"text":"Virginia Water Science Center","active":true,"usgs":true}],"links":[{"id":192719,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7664,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/2005/wdr-va-05-2/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a01e4b07f02db5f7ec4","contributors":{"authors":[{"text":"Wicklein, Shaun 0000-0003-4551-1237 smwickle@usgs.gov","orcid":"https://orcid.org/0000-0003-4551-1237","contributorId":3389,"corporation":false,"usgs":true,"family":"Wicklein","given":"Shaun","email":"smwickle@usgs.gov","affiliations":[{"id":37280,"text":"Virginia and West Virginia Water Science Center ","active":true,"usgs":true}],"preferred":true,"id":287440,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Powell, Eugene D.","contributorId":80309,"corporation":false,"usgs":true,"family":"Powell","given":"Eugene","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":287443,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Guyer, Joel R.","contributorId":47446,"corporation":false,"usgs":true,"family":"Guyer","given":"Joel","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":287441,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Owens, Joseph A.","contributorId":73690,"corporation":false,"usgs":true,"family":"Owens","given":"Joseph","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":287442,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":76588,"text":"sir20055246 - 2006 - Use of sediment rating curves and optical backscatter data to characterize sediment transport in the Upper Yuba River watershed, California, 2001-03","interactions":[],"lastModifiedDate":"2012-02-02T00:14:06","indexId":"sir20055246","displayToPublicDate":"2006-04-23T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2005-5246","title":"Use of sediment rating curves and optical backscatter data to characterize sediment transport in the Upper Yuba River watershed, California, 2001-03","docAbstract":"Sediment transport in the upper Yuba River watershed, California, was evaluated from October 2001 through September 2003. This report presents results of a three-year study by the U.S. Geological Survey, in cooperation with the California Ecosystem Restoration Program of the California Bay-Delta Authority and the California Resources Agency. Streamflow and suspended-sediment concentration (SSC) samples were collected at four gaging stations; however, this report focuses on sediment transport at the Middle Yuba River (11410000) and the South Yuba River (11417500) gaging stations. Seasonal suspended-sediment rating curves were developed using a group-average method and non-linear least-squares regression. Bed-load transport relations were used to develop bed-load rating curves, and bed-load measurements were collected to assess the accuracy of these curves. Annual suspended-sediment loads estimated using seasonal SSC rating curves were compared with previously published annual loads estimated using the Graphical Constituent Loading Analysis System (GCLAS). The percent difference ranged from -85 percent to +54 percent and averaged -7.5 percent. During water year 2003 optical backscatter sensors (OBS) were installed to assess event-based suspended-sediment transport. Event-based suspended-sediment loads calculated using seasonal SSC rating curves were compared with loads calculated using calibrated OBS output. The percent difference ranged from +50 percent to -369 percent and averaged -79 percent.\r\n\r\nThe estimated average annual sediment yield at the Middle Yuba River (11410000) gage (5 tons/mi2) was significantly lower than that estimated at the South Yuba River (11417500) gage (14 tons/mi2). In both rivers, bed load represented 1 percent or less of the total annual load throughout the project period. Suspended sediment at the Middle Yuba River (11410000) and South Yuba River (11417500) gages was typically greater than 85 percent silt and clay during water year 2003, and sand concentrations at the South Yuba River (11417500) gage were typically higher than those at the Middle Yuba River (11410000) gage for a given streamflow throughout the three year project period. Factors contributing to differences in sediment loads and grain-size distributions at the Middle Yuba River (11410000) and South Yuba River (11417500) gages include contributing drainage area, flow diversions, and deposition of bed-material-sized sediment in reservoirs upstream of the Middle Yuba River (11410000) gage. Owing to its larger drainage area, higher flows, and absence of man-made structures that restrict sediment movement in the lower basin, the South Yuba River transports a greater and coarser sediment load.","language":"ENGLISH","doi":"10.3133/sir20055246","usgsCitation":"Curtis, J.A., Flint, L.E., Alpers, C.N., Wright, S., and Snyder, N., 2006, Use of sediment rating curves and optical backscatter data to characterize sediment transport in the Upper Yuba River watershed, California, 2001-03: U.S. Geological Survey Scientific Investigations Report 2005-5246, 84 p., https://doi.org/10.3133/sir20055246.","productDescription":"84 p.","numberOfPages":"84","temporalStart":"2001-01-01","temporalEnd":"2003-12-31","costCenters":[],"links":[{"id":192764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7665,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2005/5246/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de27c","contributors":{"authors":[{"text":"Curtis, Jennifer A. 0000-0001-7766-994X jacurtis@usgs.gov","orcid":"https://orcid.org/0000-0001-7766-994X","contributorId":927,"corporation":false,"usgs":true,"family":"Curtis","given":"Jennifer","email":"jacurtis@usgs.gov","middleInitial":"A.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287445,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flint, Lorraine E. 0000-0002-7868-441X lflint@usgs.gov","orcid":"https://orcid.org/0000-0002-7868-441X","contributorId":1184,"corporation":false,"usgs":true,"family":"Flint","given":"Lorraine","email":"lflint@usgs.gov","middleInitial":"E.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287446,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Alpers, Charles N. 0000-0001-6945-7365 cnalpers@usgs.gov","orcid":"https://orcid.org/0000-0001-6945-7365","contributorId":411,"corporation":false,"usgs":true,"family":"Alpers","given":"Charles","email":"cnalpers@usgs.gov","middleInitial":"N.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287444,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wright, Scott 0000-0002-0387-5713 sawright@usgs.gov","orcid":"https://orcid.org/0000-0002-0387-5713","contributorId":1536,"corporation":false,"usgs":true,"family":"Wright","given":"Scott","email":"sawright@usgs.gov","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287447,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Snyder, Noah P.","contributorId":43848,"corporation":false,"usgs":true,"family":"Snyder","given":"Noah P.","affiliations":[],"preferred":false,"id":287448,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":76576,"text":"wdrKY051 - 2006 - Water resources data, Kentucky, water year 2005","interactions":[],"lastModifiedDate":"2012-02-02T00:14:10","indexId":"wdrKY051","displayToPublicDate":"2006-04-19T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"KY-05-1","title":"Water resources data, Kentucky, water year 2005","language":"ENGLISH","doi":"10.3133/wdrKY051","usgsCitation":"McClain, D.L., Moses, C.R., and Darnell, R.S., 2006, Water resources data, Kentucky, water year 2005 (Online only): U.S. Geological Survey Water Data Report KY-05-1, 568 p., https://doi.org/10.3133/wdrKY051.","productDescription":"568 p.","numberOfPages":"568","onlineOnly":"Y","costCenters":[],"links":[{"id":192230,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":7526,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/2005/wdr-ky-05/","linkFileType":{"id":5,"text":"html"}}],"edition":"Online only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db623983","contributors":{"authors":[{"text":"McClain, Dennis L.","contributorId":43860,"corporation":false,"usgs":true,"family":"McClain","given":"Dennis","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":287406,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moses, Clifford R.","contributorId":69245,"corporation":false,"usgs":true,"family":"Moses","given":"Clifford","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":287407,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Darnell, Roy S.","contributorId":25641,"corporation":false,"usgs":true,"family":"Darnell","given":"Roy","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":287405,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":76578,"text":"gip31 - 2006 - Facing the great disaster : How the men and women of the U.S. Geological Survey responded to the 1906 \"San Francisco Earthquake\"","interactions":[],"lastModifiedDate":"2017-09-14T09:28:25","indexId":"gip31","displayToPublicDate":"2006-04-19T00:00:00","publicationYear":"2006","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":315,"text":"General Information Product","code":"GIP","onlineIssn":"2332-354X","printIssn":"2332-3531","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"31","title":"Facing the great disaster : How the men and women of the U.S. Geological Survey responded to the 1906 \"San Francisco Earthquake\"","docAbstract":"<p>It was the most devastating earthquake in California’s history. At 5:12 a.m. on April 18, 1906, the ground under the San Francisco Bay Area shook violently for more than 40 seconds. The magnitude 7.8 earthquake created a rupture along nearly 300 miles of the San Andreas Fault and was felt from southern Oregon to Los Angeles. Because the earthquake’s epicenter was just offshore from San Francisco, the impact on that city was catastrophic. Fragments of broken houses and buildings tumbled into the streets. The pipeline carrying water into the city was severed; fires triggered by broken gas mains raged out of control for 3 days. An area of almost 5 square miles in the heart of the city was destroyed by shaking and fire, and earthquake damage was widespread elsewhere. At least 3,000 people were killed, and 225,000 were left homeless. Drinking water, food, and supplies quickly became scarce.</p><p>In 1906, the only permanent U.S. Geological Survey (USGS) office in California was the Pacific Division topographic mapping office in Sacramento, 70 miles up the Sacramento River from San Francisco Bay. The office had been established just 3 years earlier and was the only USGS office ever created for the sole function of topographic mapping. At the time of the earthquake, many USGS topographers were in Sacramento preparing for a summer of field work.</p><p>Although moderate shaking was felt in Sacramento, then a town of about 30,000 people, detailed information about the earthquake was slow to reach the residents there. USGS topographic engineer George R. Davis, not knowing the full extent of the damage, was fearful that his 62-year-old father Edward Davis in San Francisco was caught up in the devastation. George therefore left Sacramento on the first train bound for the San Francisco Bay area. “He was very worried. The phones were down and he wasn’t sure whether or not the hotel his father was living in was damaged,” said George Davis’s daughter Anna (Davis) Rogers, then an octogenarian, in a 2005 interview. Recalling the stories she heard of these events while growing up, Anna added, “Fortunately [the hotel] hadn’t fallen down.”</p><p>George Davis, a tall man with a quiet demeanor and a dry wit, was accompanied to San Francisco by fellow USGS topographer Clarence L. Nelson. Both were 29 years old and in excellent physical condition after a year spent mapping the Mount Whitney quadrangle, which includes some of the most rugged terrain in the conterminous United States.</p><p>On their arrival in San Francisco, the pair was fortunate to find the elder Davis unharmed at the hotel where he had been living. Nelson—handsome, athletic, and artistic—had brought his camera in order to get photographs while things were still “hot” and began taking what were to become a memorable set of images. The three men wandered through San Francisco all night and through the following morning, moving from one dramatic scene to the next. Nelson captured the horse-mounted “dynamite squad,” soldiers marching on Van Ness Avenue, and a rare scene of two horsedrawn fire engines with one engine drawing water from a cistern on Union Street. One ironic photograph shows refugees making their way through rubble-filled streets in the direction of a wrecked City Hall. Flames from the burning heart of the city shone brightly against the darkness, and Nelson captured the surreal glow in several of his photographs, including one of Union Square with the Breuners building burning in the background.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/gip31","usgsCitation":"Colvard, E.M., and Rogers, J., 2006, Facing the great disaster : How the men and women of the U.S. Geological Survey responded to the 1906 \"San Francisco Earthquake\": U.S. Geological Survey General Information Product 31, iii, 9 p., https://doi.org/10.3133/gip31.","productDescription":"iii, 9 p.","numberOfPages":"18","costCenters":[],"links":[{"id":120901,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/gip_31.jpg"},{"id":7528,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/gip/2006/31/","linkFileType":{"id":5,"text":"html"}},{"id":345727,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gip/2006/31/gip-31.pdf","text":"Report","size":"2.1 MB","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f88dd","contributors":{"authors":[{"text":"Colvard, Elizabeth M.","contributorId":26675,"corporation":false,"usgs":true,"family":"Colvard","given":"Elizabeth","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":287410,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rogers, James","contributorId":25251,"corporation":false,"usgs":true,"family":"Rogers","given":"James","affiliations":[],"preferred":false,"id":287409,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":76579,"text":"ofr20061058 - 2006 - Ground-water, surface-water, and water-chemistry data, Black Mesa area, northeastern Arizona — 2004–05","interactions":[],"lastModifiedDate":"2022-01-12T20:31:11.880808","indexId":"ofr20061058","displayToPublicDate":"2006-04-19T00:00:00","publicationYear":"2006","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":"2006-1058","title":"Ground-water, surface-water, and water-chemistry data, Black Mesa area, northeastern Arizona — 2004–05","docAbstract":"The N aquifer is the major source of water in the 5,400-square-mile area of Black Mesa in northeastern Arizona. Availability of water is an important issue in this area because of continued industrial and municipal use, a growing population, and precipitation of about 6 to 14 inches per year.\r\n\r\nThe monitoring program in the Black Mesa area has been operating since 1971 and is designed to determine the long-term effects of ground-water withdrawals from the N aquifer for industrial and municipal uses. The monitoring program includes measurements of (1) ground-water pumping, (2) ground-water levels, (3) spring discharge, (4) surface-water discharge, (5) ground-water chemistry, and (6) periodic testing of ground-water withdrawal meters. \r\n\r\nIn 2004, total ground-water withdrawals were 7,210 acre-feet, industrial withdrawals were 4,370 acre-feet, and municipal withdrawals were 2,840 acre-feet. From 2003 to 2004, total withdrawals decreased by less than 1 percent, industrial withdrawals decreased by 2 percent, and municipal withdrawals increased by 2 percent. \r\n\r\nFrom 2004 to 2005, annually measured water levels declined in 6 of 13 wells in the unconfined areas of the aquifer, and the median change was -0.1 foot. Water levels declined in 8 of 12 wells in the confined area of the aquifer, and the median change was -1.2 feet. From the prestress period (prior to 1965) to 2005, the median water-level change for 33 wells was -9.0 feet. Median water-level changes were -0.6 foot for 16 wells in the unconfined areas and -32.0 feet for 17 wells in the confined area. \r\n\r\nDischarges were measured once in 2004 and once in 2005 at four springs. Discharge increased by 8 percent at Pasture Canyon Spring, decreased by 5 percent at Moenkopi School Spring, increased by 71 percent at an unnamed spring near Dennehotso, and stayed the same at Burro Spring. For the period of record at each spring, discharges from the four springs have fluctuated; however, an increasing or decreasing trend is not apparent. \r\n\r\nContinuous records of surface-water discharge have been collected from 1976 to 2004 at Moenkopi Wash, 1996 to 2004 at Laguna Creek, 1993 to 2004 at Dinnebito Wash, 1994 to 2004 at Polacca Wash, and August 2004 to December 2004 at Pasture Canyon Spring. Median flows for November, December, January, and February of each water year were used as an index of ground-water discharge to those streams. Since 1995, the median winter flows have decreased for Moenkopi Wash, Dinnebito Wash, and Polacca Wash. Since the first continuous record of surface-water discharge in 1997, there is no consistent trend in the median winter flow for Laguna Creek. \r\n\r\nIn 2005, water samples were collected from 11 wells and 4 springs and analyzed for selected chemical constituents. Dissolved-solids concentrations ranged from 122 to 639 milligrams per liter. Water samples from 9 of the wells and from all the springs had less than 500 milligrams per liter of dissolved solids. There are some long-term trends in the chemistry of water samples from 7 wells having more than 10 years of data and from 2 springs. Rough Rock PM5, Keams Canyon PM2, Second Mesa PM2, and Kayenta PM2 show an increasing trend in dissolved solids; Forest Lake NTUA1 and PWCC 2 show a decreasing trend in dissolved solids; and Kykostmovi PM2 shows a steady trend. Increasing trends in dissolved-solids and chloride concentrations were evident from the more than 11 years of data for 2 springs.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr20061058","usgsCitation":"Truini, M., and Macy, J.P., 2006, Ground-water, surface-water, and water-chemistry data, Black Mesa area, northeastern Arizona — 2004–05: U.S. Geological Survey Open-File Report 2006-1058, vi, 42 p., https://doi.org/10.3133/ofr20061058.","productDescription":"vi, 42 p.","numberOfPages":"51","costCenters":[],"links":[{"id":192276,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":394270,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_76350.htm"},{"id":7529,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2006/1058/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Arizona","otherGeospatial":"Black Mesa area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -110.95,\n              35.6\n            ],\n            [\n              -109.8083,\n              35.6\n            ],\n            [\n              -109.8083,\n              36.6833\n            ],\n            [\n              -110.95,\n              36.6833\n            ],\n            [\n              -110.95,\n              35.6\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db68880b","contributors":{"authors":[{"text":"Truini, Margot mtruini@usgs.gov","contributorId":599,"corporation":false,"usgs":true,"family":"Truini","given":"Margot","email":"mtruini@usgs.gov","affiliations":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"preferred":true,"id":287411,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Macy, J. P.","contributorId":41913,"corporation":false,"usgs":true,"family":"Macy","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":287412,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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