{"pageNumber":"1018","pageRowStart":"25425","pageSize":"25","recordCount":46734,"records":[{"id":58117,"text":"sir20045057 - 2004 - Glacial history and runoff components of the Tlikakila River Basin, Lake Clark National Park and Preserve, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:12:01","indexId":"sir20045057","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-5057","title":"Glacial history and runoff components of the Tlikakila River Basin, Lake Clark National Park and Preserve, Alaska","docAbstract":"The Tlikakila River is located in Lake Clark National Park and Preserve and drains an area of 1,610 square kilometers (622 square miles). Runoff from the Tlikakila River Basin accounts for about one half of the total inflow to Lake Clark. Glaciers occupy about one third of the basin and affect the runoff characteristics of the Tlikakila River. As part of a cooperative study with the National Park Service, glacier changes and runoff characteristics in the Tlikakila River Basin were studied in water years 2001 and 2002.\r\n\r\nBased on analyses of remote sensing data and on airborne laser profiling, most glaciers in the Tlikakila River Basin have retreated and thinned from 1957 to the present. Volume loss from 1957-2001 from the Tanaina Glacier, the largest glacier in the Tlikakila River Basin, was estimated to be 6.1 x 109 cubic meters or 1.4 x 108 cubic meters per year. For the 2001 water year, mass balance measurements made on the three largest glaciers in the Tlikakila River Basin\u0014Tanaina, Glacier Fork, and North Fork\u0014all indicate a negative mass balance.\r\n\r\nRunoff measured near the mouth of the Tlikakila River for water year 2001 was 1.70 meters. Of this total, 0.18 meters (11 percent) was from glacier ice melt, 1.27 meters (75 percent) was from snowmelt, 0.24 meters (14 percent) was from rainfall runoff, and 0.01 meters (1 percent) was from ground water. Although ground water is a small component of runoff, it provides a critical source of warm water for fish survival in the lower reaches of the Tlikakila River.","language":"ENGLISH","doi":"10.3133/sir20045057","usgsCitation":"Brabets, T.P., March, R.S., and Trabant, D.C., 2004, Glacial history and runoff components of the Tlikakila River Basin, Lake Clark National Park and Preserve, Alaska (Online Only): U.S. Geological Survey Scientific Investigations Report 2004-5057, 24 p., https://doi.org/10.3133/sir20045057.","productDescription":"24 p.","onlineOnly":"Y","costCenters":[],"links":[{"id":5726,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/sir20045057","linkFileType":{"id":5,"text":"html"}},{"id":180823,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"Online Only","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679bed","contributors":{"authors":[{"text":"Brabets, Timothy P. tbrabets@usgs.gov","contributorId":2087,"corporation":false,"usgs":true,"family":"Brabets","given":"Timothy","email":"tbrabets@usgs.gov","middleInitial":"P.","affiliations":[],"preferred":true,"id":258361,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"March, Rod S. rsmarch@usgs.gov","contributorId":416,"corporation":false,"usgs":true,"family":"March","given":"Rod","email":"rsmarch@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":258360,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Trabant, Dennis C.","contributorId":13965,"corporation":false,"usgs":true,"family":"Trabant","given":"Dennis","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":258362,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":57073,"text":"tm4A4 - 2004 - Guidelines for preparation of state water-use estimates for 2000","interactions":[],"lastModifiedDate":"2018-10-01T19:49:06","indexId":"tm4A4","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"4-A4","title":"Guidelines for preparation of state water-use estimates for 2000","docAbstract":"This report describes the water-use categories and data elements required for the 2000 national water-use compilation conducted by the U.S. Geological Survey (USGS) as part of its National Water Use Information Program. It identifies sources of water-use information, guidelines for estimating water use, and required documentation for preparation of the national compilation by State for the United States, the District of Columbia, Puerto Rico, and the U.S. Virgin Islands. The data are published in USGS Circular 1268, Estimated Use of Water in the United States in 2000. USGS has published circulars on estimated use of water in the United States at 5-year intervals since 1950. \r\n\r\nAs part of this USGS program to document water use on a national scale for the year 2000, all States prepare estimates of water withdrawals for public supply, industrial, irrigation, and thermoelectric power generation water uses at the county level. All States prepare estimates of domestifc use and population served by public supply at least at the State level. All States provide estimates of irrigated acres by irrigation system type (sprinkler, surface, or microirrigation) at the county level. County-level estimates of withdrawals for mining, livestock, and aquaculture uses are compiled by selected States that comprised the largest percentage of national use in 1995 for these categories, and are optional for other States. Ground-water withdrawals for public-supply, industrial, and irrigation use are aggregated by principal aquifer or aquifer system, as identified by the USGS Office of Ground Water. \r\n\r\nSome categories and data elements that were mandatory in previous compilations are optional for the 2000 compilation, in response to budget considerations at the State level. Optional categories are commercial, hydroelectric, and wastewater treatment. Estimation of deliveries from public supply to domestic, commercial, industrial, and thermoelectric uses, consumptive use for any category, and irrigation conveyance loss are optional data elements. Aggregation of data by the eight-digit hydrologic cataloging unit is optional.\r\n\r\nWater-use data compiled by the States are stored in the USGS Aggregated Water-Use Data System (AWUDS). This database is designed to store both mandatory and optional data elements. AWUDS contains several routines that can be used for quality assurance and quality control of the data, and also produces tables of water-use data compiled for 1985, 1990, 1995, and 2000. These water-use data are used by USGS, other agencies, organizations, academic institutions, and the public for research, water-management decisions, trend analysis, and forecasting.","language":"ENGLISH","doi":"10.3133/tm4A4","usgsCitation":"2004, Guidelines for preparation of state water-use estimates for 2000: U.S. Geological Survey Techniques and Methods 4-A4, 49 p., https://doi.org/10.3133/tm4A4.","productDescription":"49 p.","temporalStart":"2004-01-01","temporalEnd":"2004-12-31","costCenters":[],"links":[{"id":184045,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5631,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/tm/2005/tm4A4/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c51a","contributors":{"editors":[{"text":"Kenny, Joan jkenny@usgs.gov","contributorId":127603,"corporation":false,"usgs":true,"family":"Kenny","given":"Joan","email":"jkenny@usgs.gov","affiliations":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"preferred":true,"id":747062,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}} ,{"id":57252,"text":"wdrCO032 - 2004 - Water resources data for Colorado, water year 2003; Volume 2. Colorado River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:12:22","indexId":"wdrCO032","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"CO-03-2","title":"Water resources data for Colorado, water year 2003; Volume 2. Colorado River basin","docAbstract":"Water-resources data for Colorado for water year 2003 consist of records of stage, discharge, and water quality of streams; stage, contents, and water-quality of lakes and reservoirs; meteorological data; and water levels and water quality of wells and springs. This report (volumes 1 and 2) contains discharge records for 329 gaging stations, stage and contents of 19 lakes and reservoirs, discharge measurements for 1 partial-record low-flow station and 1 miscellaneous site, peak-flow information for 23 crest-stage partial-record stations, water-quality data for 128 gaging stations and 8 lakes and reservoirs, supplemental water-quality data for 182 gaged sites, water-quality data for 61 miscellaneous sites and 15 observation wells, water levels for 3 observation wells; and meteorological data for 62 sites. Three pertinent stations operated by bordering States also are included in this report. The records were collected and computed by the Water Resources Discipline of the U.S. Geological Survey under the direction of W.F. Horak, District Chief. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and by cooperating State and Federal agencies.","language":"ENGLISH","doi":"10.3133/wdrCO032","usgsCitation":"Crowfoot, R., Boulger, R., and O’Neill, G.B., 2004, Water resources data for Colorado, water year 2003; Volume 2. Colorado River basin: U.S. Geological Survey Water Data Report CO-03-2, 575 p., https://doi.org/10.3133/wdrCO032.","productDescription":"575 p.","costCenters":[],"links":[{"id":184630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5688,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/wdr-co-03-1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7422","contributors":{"authors":[{"text":"Crowfoot, R.M.","contributorId":6116,"corporation":false,"usgs":true,"family":"Crowfoot","given":"R.M.","affiliations":[],"preferred":false,"id":256469,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Boulger, R.W.","contributorId":86386,"corporation":false,"usgs":true,"family":"Boulger","given":"R.W.","affiliations":[],"preferred":false,"id":256471,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"O’Neill, G. B.","contributorId":72450,"corporation":false,"usgs":true,"family":"O’Neill","given":"G.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":256470,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":57255,"text":"wdrMN031 - 2004 - Water resources data in Minnesota, water year 2003 annual report","interactions":[],"lastModifiedDate":"2016-04-04T12:51:09","indexId":"wdrMN031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"MN-03-1","title":"Water resources data in Minnesota, water year 2003 annual report","docAbstract":"

Water resources data for the 2003 water year for Minnesota consist of records of stage, discharge, and water quality of streams; stage of lakes and reservoirs; ground-water quality; and water quality in wells. This report contains discharge records for 109 stream-gaging stations; stage for 12 lakes and reservoirs; water quality for 4 stream-gaging stations; peak flow data for 90 highflow partial-record stations, and water levels for 3 groundwater observation wells. Additional water data were collected at various sites that are not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey for cooperating State and Federal agencies in Minnesota.

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E.S.","contributorId":83593,"corporation":false,"usgs":true,"family":"Wakeman","given":"E.S.","email":"","affiliations":[],"preferred":false,"id":256480,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":58086,"text":"ofr20041318 - 2004 - Base-flow data in the Arnold Air Force Base area, Tennessee, June and October 2002","interactions":[],"lastModifiedDate":"2012-02-02T00:12:32","indexId":"ofr20041318","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-1318","title":"Base-flow data in the Arnold Air Force Base area, Tennessee, June and October 2002","docAbstract":"Arnold Air Force Base (AAFB) occupies about 40,000 acres in Coffee and Franklin Counties, Tennessee. The primary mission of AAFB is to support the development of aerospace systems. This mission is accomplished through test facilities at Arnold Engineering Development Center (AEDC), which occupies about 4,000 acres in the center of AAFB. Base-flow data including discharge, temperature, and specific conductance were collected for basins in and near AAFB during high base-flow and low base-flow conditions. Data representing high base-flow conditions from 109 sites were collected on June 3 through 5, 2002, when discharge measurements at sites with flow ranged from 0.005 to 46.4 ft3/s. Data representing low base-flow conditions from 109 sites were collected on October 22 and 23, 2002, when discharge measurements at sites with flow ranged from 0.02 to 44.6 ft3/s. Discharge from the basin was greater during high base-flow conditions than during low base-flow conditions. In general, major tributaries on the north side and southeastern side of the study area (Duck River and Bradley Creek, respectively) had the highest flows during the study.\r\n\r\nDischarge data were used to categorize stream reaches and sub-basins. Stream reaches were categorized as gaining, losing, wet, dry, or unobserved for each base-flow measurement period. Gaining stream reaches were more common during the high base-flow period than during the low base-flow period. Dry stream reaches were more common during the low base-flow period than during the high base-flow period. Losing reaches were more predominant in Bradley Creek and Crumpton Creek.\r\n\r\nValues of flow per square mile for the study area of 0.55 and 0.37 (ft3/s)/mi2 were calculated using discharge data collected on June 3 through 5, 2002, and October 22 and 23, 2002, respectively. Sub-basin areas with surplus or deficient flow were defined within the basin. Drainage areas for each stream measurement site were delineated and measured from topographic maps. Change in flow per square mile for each sub-basin was calculated using data from each base-flow measurement period. The calculated values were used to define the areas of surplus or deficient flow for high and low base-flow conditions. Many areas of deficient flow were present throughout the study area under high and low base-flow conditions. Most areas of deficient flow were in the headwater basins. Fewer areas of surplus flow were present under low base-flow conditions than during the high base-flow conditions. The flow per square mile for each major tributary basin in the study area also was calculated. The values of flow per square mile for the Dry Creek, Spring Creek, and Wiley Creek basins were greatest under both high and low base-flow conditions.","language":"ENGLISH","doi":"10.3133/ofr20041318","usgsCitation":"Robinson, J.A., and Haugh, C.J., 2004, Base-flow data in the Arnold Air Force Base area, Tennessee, June and October 2002: U.S. Geological Survey Open-File Report 2004-1318, 32 p., https://doi.org/10.3133/ofr20041318.","productDescription":"32 p.","costCenters":[],"links":[{"id":182355,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6011,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr20041318/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e482ae4b07f02db4e7586","contributors":{"authors":[{"text":"Robinson, John A. 0000-0001-8002-4237 jarobin@usgs.gov","orcid":"https://orcid.org/0000-0001-8002-4237","contributorId":1105,"corporation":false,"usgs":true,"family":"Robinson","given":"John","email":"jarobin@usgs.gov","middleInitial":"A.","affiliations":[{"id":6676,"text":"USGS (retired)","active":true,"usgs":false}],"preferred":true,"id":258295,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haugh, Connor J. 0000-0002-5204-8271 cjhaugh@usgs.gov","orcid":"https://orcid.org/0000-0002-5204-8271","contributorId":3932,"corporation":false,"usgs":true,"family":"Haugh","given":"Connor","email":"cjhaugh@usgs.gov","middleInitial":"J.","affiliations":[{"id":581,"text":"Tennessee Water Science Center","active":true,"usgs":true}],"preferred":true,"id":258296,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57071,"text":"ds88 - 2004 - Acetamide herbicides and their degradation products in ground water and surface water of the United States, 1993-2003","interactions":[],"lastModifiedDate":"2012-02-02T00:12:10","indexId":"ds88","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":310,"text":"Data Series","code":"DS","onlineIssn":"2327-638X","printIssn":"2327-0271","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88","title":"Acetamide herbicides and their degradation products in ground water and surface water of the United States, 1993-2003","docAbstract":"During 1993 through 2003, the U.S. Geological Survey conducted a number of studies to investigate and document the occurrence, fate, and transport of acetamide herbicides and their degradation products in ground and surface water. As part of these studies, approximately 5,100 water samples were collected and analyzed for the acetamide parent herbicides acetochlor, alachlor, dimethenamid, flufenacet, and metolachlor and their degradation products ethanesulfonic acid, oxanilic acid, and sulfinyl acetic acid. During this period, various analytical methods were developed to detect and measure concentrations of acetamide herbicides and their degradation products in ground water and surface water. Results showed that the degradation products of acetamide herbicides in ground water were detected more frequently and occurred at higher concentrations than their parent compounds. Further study showed that the acetamide herbicides and their degradation products were detected more frequently in surface water than in ground water. In general, the parent compounds were detected at similar or greater frequencies than the degradation products in surface water. The developed methods and data were valuable for acquiring information about the occurrence, fate, and transport of the herbicides and their degradation products and the importance of analyzing for both parent compounds and their degradate products in water-quality studies.","language":"ENGLISH","doi":"10.3133/ds88","usgsCitation":"Scribner, E.A., Dietze, J.E., and Thurman, M., 2004, Acetamide herbicides and their degradation products in ground water and surface water of the United States, 1993-2003: U.S. Geological Survey Data Series 88, 256 p., https://doi.org/10.3133/ds88.","productDescription":"256 p.","costCenters":[],"links":[{"id":183963,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5629,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ds88/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a3549","contributors":{"authors":[{"text":"Scribner, Elisabeth A.","contributorId":80265,"corporation":false,"usgs":true,"family":"Scribner","given":"Elisabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":256218,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dietze, Julie E. 0000-0002-5936-5739 juliec@usgs.gov","orcid":"https://orcid.org/0000-0002-5936-5739","contributorId":3939,"corporation":false,"usgs":true,"family":"Dietze","given":"Julie","email":"juliec@usgs.gov","middleInitial":"E.","affiliations":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"preferred":true,"id":256216,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thurman, Michael","contributorId":72872,"corporation":false,"usgs":true,"family":"Thurman","given":"Michael","affiliations":[],"preferred":false,"id":256217,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":56325,"text":"wdrWI031 - 2004 - Water Resources Data - Wisconsin, Water Year 2003","interactions":[],"lastModifiedDate":"2012-03-08T17:16:17","indexId":"wdrWI031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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-03-1","title":"Water Resources Data - Wisconsin, Water Year 2003","docAbstract":"Water-resources data for the 2003 water year for Wisconsin include records of streamflow at gaging stations, partialrecord 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","publisher":"Geological Survey (U.S.)","doi":"10.3133/wdrWI031","issn":"07408803","collaboration":"Prepared in cooperation with the State of Wisconsin and with other agencies","usgsCitation":"Waschbusch, R., Olson, D., Ellefson, B., and Stark, P., 2004, Water Resources Data - Wisconsin, Water Year 2003 (Version 1.0): U.S. Geological Survey Water Data Report WI-03-1, xxii, 607 p., https://doi.org/10.3133/wdrWI031.","productDescription":"xxii, 607 p.","numberOfPages":"629","temporalStart":"2002-10-01","temporalEnd":"2003-09-30","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":184801,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":12073,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/WDR-WI-03-1/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -93,42.5 ], [ -93,47 ], [ -86.75,47 ], [ -86.75,42.5 ], [ -93,42.5 ] ] ] } } ] }","edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db69788c","contributors":{"authors":[{"text":"Waschbusch, R.J.","contributorId":107307,"corporation":false,"usgs":true,"family":"Waschbusch","given":"R.J.","affiliations":[],"preferred":false,"id":255237,"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":255234,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ellefson, B.R.","contributorId":83927,"corporation":false,"usgs":true,"family":"Ellefson","given":"B.R.","email":"","affiliations":[],"preferred":false,"id":255236,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Stark, P.A.","contributorId":39850,"corporation":false,"usgs":true,"family":"Stark","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":255235,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":53293,"text":"wdrIA032 - 2004 - Water resources data, Iowa, water year 2003--Volume 2. Ground water and quality of precipitation","interactions":[],"lastModifiedDate":"2016-02-01T13:27:39","indexId":"wdrIA032","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"IA-03-2","title":"Water resources data, Iowa, water year 2003--Volume 2. Ground water and quality of precipitation","docAbstract":"

Water resources data for Iowa for the 2003 water year consists of records of ground water levels and water quality of ground-water wells. This report volume contains water-level records for 166 ground-water observation wells; water-quality data for 150 municipal wells; and precipitation-quality data for 2 precipitation sites.

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Ground water and quality of precipitation: U.S. Geological Survey Water Data Report IA-03-2, xi, 118 p., https://doi.org/10.3133/wdrIA032.","productDescription":"xi, 118 p.","onlineOnly":"Y","additionalOnlineFiles":"N","temporalStart":"2002-10-01","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":175006,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5021,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wdria032/","linkFileType":{"id":5,"text":"html"}}],"country":"United 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Preface
Contents
     Figures
     Tables
     Ground-Water Wells, by County, for which Records are Published in this Volume
Introduction
Cooperation
Summary of Hydrologic Conditions
     Precipitation
     Ground-Water-Level Observation Network
     Ground-Water Quality
     Ground-Water Monitoring Network
Special Networks and Programs
Explanation of Precipitation Records
     Data Collection and Computation
     Data Presentation
Explanation of Water-Quality Records
     Collection and Examination of Data
     Water Analysis
Ground-Water-Quality Records
     Classification of Records
     Accuracy of the Records
     On-Site Measurements and Sample Collection
     Water Temperature
     Laboratory Measurements
     Data Presentation
     Remark Codes
     Water-Quality Control Data
     Blank Samples
     Reference Samples
     Replicate Samples
     Spike Samples
Access to USGS water data
Definition of terms
Techniques of Water-Resources Investigations of the U.S. Geological Survey
Ground-Water Levels
Quality of Precipitation
Index

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Southwestern Utah is one of the most arid and fastest growing regions of Utah. Development of new and existing water resources will be required to meet the water needs of the region. Sand Cove Wash, a tributary of the Santa Clara River that flows into Gunlock Reservoir, was investigated as a potential site for diverting peak runoff from the Santa Clara River in order to delay its arrival at the reservoir or to artificially recharge alluvial sediment or the underlying Navajo aquifer. Hydrologic data collected in this study are described and listed in this report. Six boreholes were drilled in Sand Cove

Wash to determine the vertical and spatial distribution of the alluvial deposits and their hydrologic properties. Nine to 13 feet of fine alluvial sand is underlain by 50 to 70 feet of fine silt and clay. Core samples were analyzed for specific conductance of leachates, particle-size distribution, and saturated vertical hydraulic conductivity. Specific-conductance values of leachates ranged from 23 to 2,940 microsiemens per centimeter. Vertical hydraulic-conductivity values from selected samples ranged from 1.92 x 10-4 to 2.5 feet per day.

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Water resources data for Iowa for the 2003 water year consists of records of stage, discharge, and water quality of streams; stage, and/or contents of lakes and reservoirs; ground-water levels and water quality of ground-water wells. This report volume contains discharge records for 134 gaging stations; stage or contents for 9 lakes and reservoirs and 3 streams; water quality for 4 stream-gaging stations; sediment records for 11 stream-gaging stations; and precipitation record for 7 precipitation stations. Also included are data for 90 crest-stage partial-record stations.

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Preface
Contents
     Figures
     Tables
     Surface-Water Stations, in Downstream Order, for which Records are Published in this Volume
     Discontinued surface-water discharge or stage-only stations
     Discontinued surface-water-quality stations
Introduction
Cooperation
Summary of Hydrologic Conditions
     Precipitation
     Surface water
          Streamflow
          Suspended Sediment
          Water Quality
Downstream Order and Station Number
Special Network and Programs
Explanation of Stage- and Water Discharge Records
     Data Collection and Computation
     Data Presentation
          Station Manuscript
          Peak Discharge Greater than
          Data Table of Daily Mean Values
          Statistics of Monthly Mean Data
          Summary Statistics
     Identifying Estimated Daily Discharge
     Accuracy of Field Data and Computed Results
     Other Data Records Available
Explanation of Precipitation Records
     Data Collection and Computation
     Data Presentation
Explanation of Water-Quality Records
     Collection and Examination of Data
     Water Analysis
Surface-Water-Quality Records
     Classification of Records
     Accuracy of the Records
     Arrangement of Records
     On-Site Measurements and Sample Collection
     Water Temperature
     Sediment
     Laboratory Measurements
     Data Presentation
     Remark Codes
     Water-Quality Control Data
     Blank Samples
     Reference Samples
     Replicate Samples
     Spike Samples
Access to USGS water data
Definition of terms
Techniques of Water-Resources Investigations of the U.S. Geological Survey
Gaging stations, surface water
Crest-stage partial-record stations
Index

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Surface Water","interactions":[],"lastModifiedDate":"2012-02-02T00:11:51","indexId":"wdrWY031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"WY-03-1","title":"Wyoming Water Resources Data, Water Year 2003, Volume 1. Surface Water","docAbstract":"Water resources data for the 2003 water year for Wyoming consists of records of stage, discharge and water quality of streams; stage and contents of lakes and reservoirs, and water levels and water quality of ground water. Volume 1 of this report contains discharge records for 160 gaging stations; water quality for 42 gaged stations and 28 ungaged stations, and stage and contents for one reservoir. 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Surface Water: U.S. Geological Survey Water Data Report WY-03-1, 541 p., https://doi.org/10.3133/wdrWY031.","productDescription":"541 p.","costCenters":[],"links":[{"id":5508,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/WDR-WY-03/","linkFileType":{"id":5,"text":"html"}},{"id":174370,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e493a","contributors":{"authors":[{"text":"Swanson, R. B.","contributorId":10032,"corporation":false,"usgs":true,"family":"Swanson","given":"R.","middleInitial":"B.","affiliations":[],"preferred":false,"id":249098,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, K. A.","contributorId":81848,"corporation":false,"usgs":true,"family":"Miller","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":249102,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Woodruff, R. E.","contributorId":102556,"corporation":false,"usgs":true,"family":"Woodruff","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":249103,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Laidlaw, G.A.","contributorId":31819,"corporation":false,"usgs":true,"family":"Laidlaw","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":249100,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Watson, K.R.","contributorId":79544,"corporation":false,"usgs":true,"family":"Watson","given":"K.R.","email":"","affiliations":[],"preferred":false,"id":249101,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Clark, M. L.","contributorId":19595,"corporation":false,"usgs":true,"family":"Clark","given":"M.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":249099,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":58156,"text":"fs20043122 - 2004 - Availability of ground-water data for Washington, 2004","interactions":[],"lastModifiedDate":"2012-02-02T00:12:17","indexId":"fs20043122","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2004-3122","title":"Availability of ground-water data for Washington, 2004","language":"ENGLISH","doi":"10.3133/fs20043122","usgsCitation":"Lane, R.C., and Fuste, L.A., 2004, Availability of ground-water data for Washington, 2004: U.S. Geological Survey Fact Sheet 2004-3122, 2 p.: map ; 28 cm., https://doi.org/10.3133/fs20043122.","productDescription":"2 p.: map ; 28 cm.","costCenters":[],"links":[{"id":5770,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/fs20043122/","linkFileType":{"id":5,"text":"html"}},{"id":126427,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_2004_3122.bmp"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d873","contributors":{"authors":[{"text":"Lane, Ronald C.","contributorId":67590,"corporation":false,"usgs":true,"family":"Lane","given":"Ronald","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":258413,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fuste, Luis A.","contributorId":53366,"corporation":false,"usgs":true,"family":"Fuste","given":"Luis","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":258412,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":58317,"text":"sir20045186 - 2004 - Sources of phosphorus to the Carson River upstream from Lahontan Reservoir, Nevada and California, Water Years 2001-02","interactions":[],"lastModifiedDate":"2012-02-02T00:12:04","indexId":"sir20045186","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-5186","title":"Sources of phosphorus to the Carson River upstream from Lahontan Reservoir, Nevada and California, Water Years 2001-02","docAbstract":"Discharge of treated municipal-sewage effluent to the Carson River in western Nevada and eastern California ceased by 1987 and resulted in a substantial decrease in phosphorus concentrations in the Carson River. Nonetheless, concentrations of total phosphorus and suspended sediment still commonly exceed beneficial-use criteria established for the Carson River by the Nevada Division of Environmental Protection. Potential sources of phosphorus in the study area include natural inputs from undisturbed soils, erosion of soils and streambanks, construction of low-head dams and their destruction during floods, manure production and grazing by cattle along streambanks, drainage from fields irrigated with streamwater and treated municipal-sewage effluent, ground-water seepage, and urban runoff including inputs from golf courses. In 2000, the U.S. Geological Survey (USGS), in cooperation with Carson Water Subconservancy District, began an investigation with the overall purpose of providing managers and regulators with information necessary to develop and implement total maximum daily loads for the Carson River. Two specific goals of the investigation were (1) to identify those reaches of the Carson River upstream from Lahontan Reservoir where the greatest increases in phosphorus and suspended-sediment concentrations and loading occur, and (2) to identify the most important sources of phosphorus within the reaches of the Carson River where the greatest increases in concentration and loading occur.\r\n\r\nTotal-phosphorus concentrations in surface-water samples collected by USGS in the study area during water years 2001-02 ranged from <0.01 to 1.78 mg/L and dissolved-orthophosphate concentrations ranged from <0.01 to 1.81 mg/L as phosphorus. In streamflow entering Carson Valley from headwater areas in the East Fork Carson River, the majority of samples exceeding the total phosphorus water-quality standard of 0.1 mg/L occur during spring runoff (March, April, and May) when suspended-sediment concentrations are high. Downstream from Carson Valley, almost all samples exceed the water-quality standard, with the greatest concentrations observed during spring and summer months.\r\n\r\nEstimated annual total-phosphorus loads ranged from 1.33 tons at the West Fork Carson River at Woodfords to 43.41 tons at the Carson River near Carson City during water years 2001-02. Loads are greatest during spring runoff, followed by fall and winter, and least during the summer, which corresponds to the amount of streamflow in the Carson River. The estimated average annual phosphorus load entering Carson Valley was 21.9 tons; whereas, the estimated average annual phosphorus load leaving Carson Valley was 37.8 tons, for an annual gain in load across Carson Valley of 15.9 tons. Thus, about 58 percent of the total-phosphorus load leaving Carson Valley on an annual basis could be attributed to headwater reaches upstream from Carson Valley. During spring and summer (April 1-September 30) an average of 85 percent of the total-phosphorus load leaving Carson Valley could be attributed to headwater reaches. During fall and winter (October 1-March 31) only 17 percent of the phosphorus load leaving Carson Valley could be attributed to headwater reaches.\r\n\r\nThe composition of the phosphorus changes during summer from particulate phosphorus entering Carson Valley to dissolved orthophosphate leaving Carson Valley. Particulate phosphorus entering Carson Valley could be settling out when water is applied to fields and be replaced by dissolved orthophosphate from other sources. Alternatively, the particulate phosphorus could be converted to dissolved orthophosphate as it travels across Carson Valley. Data collected during the study are not sufficient to distinguish between the two possibilities.\r\n\r\nEagle Valley and Dayton-Churchill Valleys may act as sinks for phosphorus. On an annual basis, during water years 2001-02, about 90 percent of the phosphorus entering Eagle Valley left the ","language":"ENGLISH","doi":"10.3133/sir20045186","usgsCitation":"Alvarez, N., and Seiler, R.L., 2004, Sources of phosphorus to the Carson River upstream from Lahontan Reservoir, Nevada and California, Water Years 2001-02: U.S. Geological Survey Scientific Investigations Report 2004-5186, 96 p., https://doi.org/10.3133/sir20045186.","productDescription":"96 p.","costCenters":[],"links":[{"id":5898,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/sir2004-5186/","linkFileType":{"id":5,"text":"html"}},{"id":180744,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e75fa","contributors":{"authors":[{"text":"Alvarez, Nancy L. nalvarez@usgs.gov","contributorId":4570,"corporation":false,"usgs":true,"family":"Alvarez","given":"Nancy L.","email":"nalvarez@usgs.gov","affiliations":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"preferred":true,"id":258722,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seiler, Ralph L.","contributorId":13609,"corporation":false,"usgs":true,"family":"Seiler","given":"Ralph","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":258723,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":58300,"text":"sir20045200 - 2004 - Constituent loads and flow-weighted average concentrations for major subbasins of the upper Red River of the North Basin, 1997-99","interactions":[],"lastModifiedDate":"2018-03-21T14:02:14","indexId":"sir20045200","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-5200","title":"Constituent loads and flow-weighted average concentrations for major subbasins of the upper Red River of the North Basin, 1997-99","docAbstract":"

Data were collected at 11 water-quality sampling sites in the upper Red River of the North (Red River) Basin from May 1997 through September 1999 to describe the water-quality characteristics of the upper Red River and to estimate constituent loads and flow-weighted average concentrations for major tributaries of the Red River upstream from the bridge crossing the Red River at Perley, Minn. Samples collected from the sites were analyzed for 5-day biochemical oxygen demand, bacteria, dissolved solids, nutrients, and suspended sediment.

Concentration data indicated the median concentrations for most constituents and sampling sites during the study period were less than existing North Dakota and Minnesota standards or guidelines. However, more than 25 percent of the samples for the Red River at Perley, Minn., site had fecal coliform concentrations that were greater than 200 colonies per 100 milliliters, indicating an abundance of pathogens in the upper Red River Basin. Although total nitrite plus nitrate concentrations generally increased in a downstream direction, the median concentrations for all sites were less than the North Dakota suggested guideline of 1.0 milligram per liter. Total and dissolved phosphorus concentrations also generally increased in a downstream direction, but, for those constituents, the median concentrations for most sampling sites exceeded the North Dakota suggested guideline of 0.1 milligram per liter.

For dissolved solids, nutrients, and suspended sediments, a relation between constituent concentration and streamflow was determined using the data collected during the study period. The relation was determined by a multiple regression model in which concentration was the dependent variable and streamflow was the primary explanatory variable. The regression model was used to compute unbiased estimates of annual loads for each constituent and for each of eight primary water-quality sampling sites and to compute the degree of uncertainty associated with each estimated annual load. The estimated annual loads for the eight primary sites then were used to estimate annual loads for five intervening reaches in the study area.  Results were used as a screening tool to identify which subbasins contributed a disproportionate amount of pollutants to the Red River. To compare the relative water quality of the different subbasins, an estimated flow-weighted average (FWA) concentration was computed from the estimated average annual load and the average annual streamflow for each subbasin.

The 5-day biochemical oxygen demands in the upper Red River Basin were fairly small, and medians ranged from 1 to 3 milligrams per liter. The largest estimated FWA concentration for dissolved solids (about 630 milligrams per liter) was for the Bois de Sioux River near Doran, Minn., site. The Otter Tail River above Breckenridge, Minn., site had the smallest estimated FWA concentration (about 240 milligrams per liter). The estimated FWA concentrations for dissolved solids for the main-stem sites ranged from about 300 to 500 milligrams per liter and generally increased in a downstream direction.

The estimated FWA concentrations for total nitrite plus nitrate for the main-stem sites increased from about 0.2 milligram per liter for the Red River below Wahpeton, N. Dak., site to about 0.9 milligram per liter for the Red River at Perley, Minn., site. Much of the increase probably resulted from flows from the tributary sites and intervening reaches, excluding the Otter Tail River above Breckenridge, Minn., site. However, uncertainty in the estimated concentrations prevented any reliable conclusions regarding which sites or reaches contributed most to the increase.

The estimated FWA concentrations for total ammonia for the main-stem sites increased from about 0.05 milligram per liter for the Red River above Fargo, N. Dak., site to about 0.15 milligram per liter for the Red River near Harwood, N. Dak., site. The increase resulted from a decrease in flows in the Red River above Fargo, N. Dak., to the Red River near Harwood, N. Dak., intervening reach and the large load for that reach.

The estimated FWA concentrations for total organic nitrogen for the main-stem sites were relatively constant and ranged from about 0.5 to 0.7 milligram per liter. The relatively constant concentrations were in sharp contrast to the total nitrite plus nitrate concentrations, which increased about fivefold between the Red River below Wahpeton, N. Dak., site and the Red River at Perley, Minn., site.

The Red River near Harwood, N. Dak., to the Red River at Perley, Minn., intervening reach had the largest estimated FWA concentration for total nitrogen (about 2.9 milligrams per liter), but the estimate was highly uncertain. The Otter Tail River above Breckenridge, Minn., site had the smallest concentration (about 0.6 milligram per liter). The estimated FWA concentrations for total nitrogen for the main-stem sites increased from about 0.9 milligram per liter for the Red River at Hickson, N. Dak., site to about 1.6 milligrams per liter for the Red River at Perley, Minn., site.

The Sheyenne River at Harwood, N. Dak., site had the largest estimated FWA concentration for total phosphorus (about 0.5 milligram per liter). The Otter Tail River above Breckenridge, Minn., site had the smallest concentration (about 0.1 milligram per liter). The estimated FWA concentrations for total phosphorus for the main-stem sites increased from about 0.15 milligram per liter for the Red River below Wahpeton, N. Dak., site to about 0.35 milligram per liter for the Red River at Perley, Minn., site.

The estimated FWA concentrations for suspended sediment for the main-stem sites increased from about 50 milligrams per liter for the Red River below Wahpeton, N. Dak., site to about 300 milligrams per liter for the Red River at Perley, Minn., site. Much of the increase occurred as a result of the large yield of suspended sediment from the Red River below Wahpeton, N. Dak., to the Red River at Hickson, N. Dak., intervening reach.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/sir20045200","usgsCitation":"Sether, B.A., Berkas, W.R., and Vecchia, A.V., 2004, Constituent loads and flow-weighted average concentrations for major subbasins of the upper Red River of the North Basin, 1997-99: U.S. Geological Survey Scientific Investigations Report 2004-5200, v, 62 p., https://doi.org/10.3133/sir20045200.","productDescription":"v, 62 p.","numberOfPages":"68","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":180934,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5881,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/sir2004-5200/","linkFileType":{"id":5,"text":"html"}},{"id":352701,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/sir/2004/5200/pdf/sir20045200.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697301","contributors":{"authors":[{"text":"Sether, Bradley A.","contributorId":54985,"corporation":false,"usgs":true,"family":"Sether","given":"Bradley","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":258682,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Berkas, Wayne R. wrberkas@usgs.gov","contributorId":425,"corporation":false,"usgs":true,"family":"Berkas","given":"Wayne","email":"wrberkas@usgs.gov","middleInitial":"R.","affiliations":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"preferred":true,"id":258680,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Vecchia, Aldo V. 0000-0002-2661-4401","orcid":"https://orcid.org/0000-0002-2661-4401","contributorId":41810,"corporation":false,"usgs":true,"family":"Vecchia","given":"Aldo","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":258681,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":53294,"text":"wdrID031 - 2004 - Water resources data, Idaho, 2003; Volume 1. Surface water records for Great Basin and Snake River basin above King Hill","interactions":[],"lastModifiedDate":"2012-02-02T00:11:45","indexId":"wdrID031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"ID-03-1","title":"Water resources data, Idaho, 2003; Volume 1. Surface water records for Great Basin and Snake River basin above King Hill","docAbstract":"Water resources data for the 2003 water year for Idaho consists of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; discharge of irrigation diversions; and water levels and water quality of groundwater. The three volumes of this report contain discharge records for 208 stream-gaging stations and 14 irrigation diversions; stage only records for 6 stream-gaging stations; stage only for 6 lakes and reservoirs; contents only for 13 lakes and reservoirs; water-quality for 50 stream-gaging stations and partial record sites, 3 lakes sites, and 398 groundwater wells; and water levels for 427 observation network wells and 900 special project wells. Additional water data were collected at various sites not involved in the systematic data collection program and are published as miscellaneous measurements. Volumes 1 & 2 contain the surface-water and surface-water-quality records. Volume 3 contains the ground-water and ground-water-quality records. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Idaho, adjacent States, and Canada.","language":"ENGLISH","doi":"10.3133/wdrID031","usgsCitation":"Brennan, T., Lehmann, A., and O'Dell, I., 2004, Water resources data, Idaho, 2003; Volume 1. Surface water records for Great Basin and Snake River basin above King Hill: U.S. Geological Survey Water Data Report ID-03-1, 259 p., https://doi.org/10.3133/wdrID031.","productDescription":"259 p.","costCenters":[],"links":[{"id":175007,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5022,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wdr/wdr-id-03-1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f13d2","contributors":{"authors":[{"text":"Brennan, T.S.","contributorId":56708,"corporation":false,"usgs":true,"family":"Brennan","given":"T.S.","email":"","affiliations":[],"preferred":false,"id":247204,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lehmann, A.K.","contributorId":8548,"corporation":false,"usgs":true,"family":"Lehmann","given":"A.K.","email":"","affiliations":[],"preferred":false,"id":247203,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"O'Dell, I.","contributorId":80336,"corporation":false,"usgs":true,"family":"O'Dell","given":"I.","affiliations":[],"preferred":false,"id":247205,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":58234,"text":"sir20045231 - 2004 - Documentation of the Santa Clara Valley regional ground-water/surface-water flow model, Santa Clara Valley, California","interactions":[],"lastModifiedDate":"2026-03-12T14:31:08.396868","indexId":"sir20045231","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-5231","title":"Documentation of the Santa Clara Valley regional ground-water/surface-water flow model, Santa Clara Valley, California","docAbstract":"

 The Santa Clara Valley is a long, narrow trough extending about 35 miles southeast from the southern end of San Francisco Bay where the regional alluvial-aquifer system has been a major source of water. Intensive agricultural and urban development throughout the 20th century and related ground-water development resulted in ground-water-level declines of more than 200 feet and land subsidence of as much as 12.7 feet between the early 1900s and the mid-1960s. Since the 1960s, Santa Clara Valley Water District has imported surface water to meet growing demands and reduce dependence on ground-water supplies. This importation of water has resulted in a sustained recovery of the ground-water flow system. To help support effective management of the ground-water resources, a regional ground-water/surface-water flow model was developed. This model simulates the flow of ground water and surface water, changes in ground-water storage, and related effects such as land subsidence.

A numerical ground-water/surface-water flow model of the Santa Clara Valley subbasin of the Santa Clara Valley was developed as part of a cooperative investigation with the Santa Clara Valley Water District. The model better defines the geohydrologic framework of the regional flow system and better delineates the supply and demand components that affect the inflows to and outflows from the regional ground-water flow system. Development of the model includes revisions to the previous ground-water flow model that upgraded the temporal and spatial discretization, added source-specific inflows and outflows, simulated additional flow features such as land subsidence and multi-aquifer wellbore flow, and extended the period of simulation through September 1999. The transient-state model was calibrated to historical surface-water and ground-water data for the period 1970–99 and to historical subsidence for the period 1983–99.

The regional ground-water flow system consists of multiple aquifers that are grouped into upper- and lower-aquifer systems. Ground-water inflow occurs as natural recharge in the form of streamflow infiltration and areal infiltration of precipitation along stream channels, artificial recharge from infiltration of imported water at recharge ponds and along selected stream channels, and leakage along selected transmission pipelines. Ground-water outflow occurs as evapotranspiration, stream base flow, discharge through pumpage from wells, and subsurface flow to the San Francisco Bay.

 The geohydrologic framework of the regional ground-water flow system was represented as six model layers. The hydraulic properties were redefined on the basis of cell-based lithologic properties that were delineated in terms of aggregate thicknesses of coarse-grained, fine-grained, and mixed textural categories. The regional aquifer systems also are dissected by several laterally extensive faults that may form at least partial barriers to the lateral flow of ground water. The spatial extent of the ground-water flow model was extended and refined to cover the entire Santa Clara Valley, including the Evergreen subregion. The temporal discretization was refined and the period of simulation was extended to 1970–99.

The model was upgraded to MODFLOW-2000 (MF2K) and was calibrated to fit historical ground-water levels, streamflow, and land subsidence for the period 1970–99. The revised model slightly overestimates measured water levels with an root-mean-square error of -7.34 feet. The streamflow generally shows a good match on gaged creeks and rivers for flows greater than 1.2 cubic feet per second. The revised model also fits the measured deformation at the borehole extensometer site located near San Jose within 16 to 27 percent and the extensometer site near Sunnyvale within 3 percent of the maximum measured seasonal deformation for the deepest extensometers.

 The total ground-water inflow and outflow of about 225,500 acre-feet per year (acre-ft/yr) for the period 1970–89 and of about 205,300 acre-feet per year for the period for the period 1970–99 is comparable with that of the previous model, 207,200 acre-ft/yr for the period 1970–89. Overall the simulated net change in storage increased by about 189,500 acre-ft/yr for the entire period of simulation, which represents about one and a half years of the 1970–99 average pumping. The changes in ground-water flow and storage generally reflect the major climate cycles and the additional importation of water by Santa Clara Valley Water District, with the basin in recovery since the drought of the late 1980s and early 1990s. The average total recharge rate, from natural and artificial recharge and from streamflow infiltration for the revised model for the entire simulation period 1970–99, was about 157,100 acre-ft/yr, which represents about 59 percent of the inflow to the ground-water flow system. The average rate of artificial recharge of about 77,600 acre-ft/yr represents about 30 percent of the inflow to the ground-water flow system. The average pumpage for the entire 29.75-year simulation period is about 133,400 acre-ft/yr and represents about 69 percent of the outflow from the ground-water flow system. Most of the simulated recharge infiltrates and flows through the uppermost layers (i.e. model layers 1 and 3) of the aquifer system. Most of the water that flows to the deeper model layers is occurring through wellbores, with wellbore flow representing 19 percent of the total ground-water inflow between model layers.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/sir20045231","usgsCitation":"Hanson, R.T., Li, Z., and Faunt, C., 2004, Documentation of the Santa Clara Valley regional ground-water/surface-water flow model, Santa Clara Valley, California: U.S. Geological Survey Scientific Investigations Report 2004-5231, 85 p., https://doi.org/10.3133/sir20045231.","productDescription":"85 p.","costCenters":[],"links":[{"id":5817,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/sir/2004/5231/index.html","linkFileType":{"id":5,"text":"html"}},{"id":184208,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Santa Clara 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db636132","contributors":{"authors":[{"text":"Hanson, R. T.","contributorId":91148,"corporation":false,"usgs":true,"family":"Hanson","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":258516,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Li, Zhen zhenli@usgs.gov","contributorId":1004,"corporation":false,"usgs":true,"family":"Li","given":"Zhen","email":"zhenli@usgs.gov","affiliations":[],"preferred":true,"id":258515,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Faunt, C.C. 0000-0001-5659-7529","orcid":"https://orcid.org/0000-0001-5659-7529","contributorId":103314,"corporation":false,"usgs":true,"family":"Faunt","given":"C.C.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":258517,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":54019,"text":"wri034320 - 2004 - Delineation of Areas Contributing Water to the Dry Brook Public-Supply Well, South Hadley, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:11:57","indexId":"wri034320","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2003-4320","title":"Delineation of Areas Contributing Water to the Dry Brook Public-Supply Well, South Hadley, Massachusetts","docAbstract":"Areas contributing water to the Dry Brook public-supply well in South Hadley, Massachusetts, were delineated with a numerical ground-water-flow model that is based on geologic and hydrologic information for the confined sand and gravel aquifer pumped by the supply well. The study area is along the Connecticut River in central Massachusetts, about 12 miles north of Springfield, Massachusetts. Geologic units in the study area consist of Mesozoic-aged sedimentary and igneous bedrock, late-Pleistocene glaciolacustrine sediments, and recent alluvial deposits of the Connecticut River flood plain. Dry Brook Hill, immediately south of the supply well, is a large subaqueous lacustrine fan and delta formed during the last glacial retreat by sediment deposition into glacial Lake Hitchcock from a meltwater tunnel that was likely near where the Connecticut River cuts through the Holyoke Range. The sediments that compose the aquifer grade from very coarse sand and gravel along the northern flank of the hill, to medium sands in the body of the hill, and to finer-grained sediments along the southern flank of the hill. The interbedded and overlapping fine-grained lacustrine sediments associated with Dry Brook Hill include varved silt and clay deposits. These fine-grained sediments form a confining bed above the coarse-grained aquifer at the supply well and partially extend under the Connecticut River adjacent to the supply well.\r\n\r\nGround-water flow in the aquifer supplying water to Dry Brook well was simulated with the U.S. Geological Survey ground-water-flow modeling code MODFLOW. The Dry Brook aquifer model was calibrated to drawdown data collected from 8 observation wells during an aquifer test conducted by pumping the supply well for 10 days at a rate of 122.2 cubic feet per minute (ft3/min; 914 gallons per minute) and to water levels collected from observation wells across the study area. Generally, the largest hydraulic conductivity values used in the model were in the sand and gravel aquifer near the Dry Brook well, which is consistent with the geologic information. Results of aquifer-test simulation indicated that spatially variable aquifer hydraulic properties and boundary conditions affected heads and ground-water flow near the well. A comparison and analysis of water-level fluctuations in study area wells to fluctuations in the Connecticut River indicated a hydraulic connection of the aquifer with the river, which is also consistent with geologic information. Simulated ground-water levels indicated that most ground water in the study area flowed toward and discharged to the Connecticut River and the Dry Brook well. Small amounts of ground water also discharged to smaller streams (Dry Brook and Bachelor Brook) in the study area.\r\n\r\nAreas contributing water to the well were delineated with the MODPATH particle-tracking routine. Results of the contributing-area analysis indicated that the greatest sources of water to the well were recharge in the Dry Brook Hill area and infiltration of Connecticut River water in an area beyond the extent of the confining bed where the aquifer is in hydraulic connection with the river. The amount of water entering the Dry Brook well from recharge dominated at a lower pumping rate (40.0 ft3/min); about 90 percent of the pumped water originated from recharge and boundary flow, and infiltration from the Connecticut River supplied the remaining 10 percent. At a high pumping rate (122.2 ft3/min), however, about half of the water pumped from the Dry Brook well originated from recharge and boundary flow (49 percent), and half originated from infiltration of water from the Connecticut River (51 percent).\r\n\r\nResults of a sensitivity analysis of the extent of areas contributing water to the Dry Brook well when pumped at 122.2 ft3/min indicated that the size of these areas did not substantially change when aquifer properties were varied. In contrast, however, the size of these areas changed most when the recharge","language":"ENGLISH","doi":"10.3133/wri034320","usgsCitation":"Garabedian, S.P., and Stone, J., 2004, Delineation of Areas Contributing Water to the Dry Brook Public-Supply Well, South Hadley, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 2003-4320, 56 p., https://doi.org/10.3133/wri034320.","productDescription":"56 p.","costCenters":[],"links":[{"id":182037,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5459,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri034320/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db67220a","contributors":{"authors":[{"text":"Garabedian, Stephen P.","contributorId":91090,"corporation":false,"usgs":true,"family":"Garabedian","given":"Stephen","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":248941,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stone, Janet Radway","contributorId":72793,"corporation":false,"usgs":true,"family":"Stone","given":"Janet Radway","affiliations":[],"preferred":false,"id":248940,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57977,"text":"ofr20041099 - 2004 - Building a geospatial ROMA project database","interactions":[],"lastModifiedDate":"2012-02-02T00:12:12","indexId":"ofr20041099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-1099","title":"Building a geospatial ROMA project database","language":"ENGLISH","doi":"10.3133/ofr20041099","usgsCitation":"Clark, R.G., Kambly, S., Moreland, T., and Pavich, M., 2004, Building a geospatial ROMA project database: U.S. Geological Survey Open-File Report 2004-1099, 19 p., https://doi.org/10.3133/ofr20041099.","productDescription":"19 p.","costCenters":[],"links":[{"id":184341,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5937,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://erg.usgs.gov/rit/ROMAof04052004.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fa709","contributors":{"authors":[{"text":"Clark, Robert G.","contributorId":33781,"corporation":false,"usgs":false,"family":"Clark","given":"Robert","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":258077,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kambly, Steven skambly@usgs.gov","contributorId":2228,"corporation":false,"usgs":true,"family":"Kambly","given":"Steven","email":"skambly@usgs.gov","affiliations":[{"id":242,"text":"Eastern Geographic Science Center","active":true,"usgs":true}],"preferred":true,"id":258075,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moreland, Thomas","contributorId":45781,"corporation":false,"usgs":true,"family":"Moreland","given":"Thomas","affiliations":[],"preferred":false,"id":258078,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Pavich, Milan","contributorId":32241,"corporation":false,"usgs":true,"family":"Pavich","given":"Milan","affiliations":[],"preferred":false,"id":258076,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":58225,"text":"sir20045182 - 2004 - Water-quality assessment of Lakes Maumelle and Winona, Arkansas, 1991 through 2003","interactions":[],"lastModifiedDate":"2012-02-02T00:12:02","indexId":"sir20045182","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":334,"text":"Scientific Investigations Report","code":"SIR","onlineIssn":"2328-0328","printIssn":"2328-031X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-5182","title":"Water-quality assessment of Lakes Maumelle and Winona, Arkansas, 1991 through 2003","docAbstract":"Lakes Maumelle and Winona are water-supply reservoirs for the Little Rock and North Little Rock metropolitan areas in central Arkansas. In addition to water supply, the reservoirs are used for recreation and fish and wildlife habitat. The purpose of this report is to describe the hydrology and water quality of Lakes Maumelle and Winona and their inflows from data collected by the U.S. Geological Survey in cooperation with Central Arkansas Water for calendar years 1991 through 2003. \r\n\r\nThe main inflows into Lakes Maumelle and Winona, the Maumelle River and Alum Fork Saline River, exhibited typical seasonal variability in streamflow with high flows usually occurring in the late fall, winter, and early spring, and low or no flow in the summer and early fall. The highest annual mean streamflow occurred in 1991 and the lowest annual mean streamflow occurred in 1992 for the Maumelle River and 1995 for the Alum Fork Saline River. \r\n\r\nWater quality measured in Lakes Maumelle and Winona varied spatially and temporally. Although total phosphorus concentrations were substantially higher at the upper ends of the lakes than at the lower ends of the lakes, nitrogen and orthophosphorus concentrations were not significantly different among the sampling sites on each lake. The highest concentrations of nitrogen generally were measured in 1991 and from 1998 through 2003 at all of the sampling sites. The highest total phosphorus concentrations were measured from 1994 to 1996 and from 1998 to 2001 on Lake Maumelle and from 1993 to 1994 on Lake Winona. Total and dissolved organic carbon concentrations were similar among sites on each lake and the greatest concentrations were measured in 1996 and 1997 at all of the sites. The chlorophyll a concentrations varied seasonally, with the highest concentrations in October and November, but were relatively uniform spatially and annually in Lakes Maumelle and Winona for 1991 through 2003. Water clarity was greater at the lower ends of the lakes than at the upper ends. Secchi depth varied seasonally, with the greatest depth from July to September and the least depth during October through December. There was no apparent trend in Secchi depth over the entire sampling period. \r\n\r\nThe trophic state indices calculated from near-surface concentrations of total phosphorus and chlorophyll a for Lakes Maumelle and Winona indicated that they generally were oligotrophic although they fluctuated in time between mesotrophic and oligotrophic conditions. \r\n\r\nWater-quality concentrations generally were less for the main inflow to Lake Winona, the Alum Fork Saline River, than for the Maumelle River, Bringle, Yount, and Reece Creeks, which flow into Lake Maumelle. Nutrient concentrations for the Maumelle and Alum Fork Saline Rivers remained fairly uniform from 1991 through 2003. Suspended-sediment concentrations generally were greatest at Bringle Creek. Concentrations of fecal streptococci measured at the Alum Fork Saline River were similar to concentrations measured at the Maumelle River, and fecal coliforms concentrations for the Alum Fork Saline River were approximately half the concentration measured at the Maumelle River. Bringle and Reece Creeks had greater concentrations of fecal coliforms and fecal streptococci than the Maumelle River, and Yount Creek had the lowest concentration of fecal streptococci among all the sites. \r\n\r\nAnnual loads of nutrients, dissolved organic carbon, and suspended sediment estimated for the Maumelle River and the Alum Fork Saline River were similar between sites and varied with time from 1991 through 2003. Annual loads were greatest in 1991 for the Maumelle and Alum Fork Saline Rivers and the least in 2000 for the Maumelle River and 1995 for the Alum Fork Saline River. Estimated loads also demonstrated seasonal trends with the highest daily loads in the winter and fall and lowest daily loads in the summer for both sites. \r\n\r\nAnnual yields of nutrients and dissolved organic carbon computed","language":"ENGLISH","doi":"10.3133/sir20045182","usgsCitation":"Galloway, J.M., and Green, W.R., 2004, Water-quality assessment of Lakes Maumelle and Winona, Arkansas, 1991 through 2003: U.S. Geological Survey Scientific Investigations Report 2004-5182, 54 p., https://doi.org/10.3133/sir20045182.","productDescription":"54 p.","costCenters":[],"links":[{"id":5806,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/sir2004-5182/","linkFileType":{"id":5,"text":"html"}},{"id":180827,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5eda87","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":258498,"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":258499,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57933,"text":"ofr20041241 - 2004 - Flow-Meter and Passive Diffusion Bag Tests and Potential Influences on the Vertical Distribution of Contaminants in Wells at Galena Airport, Galena, Alaska, August to October 2002","interactions":[],"lastModifiedDate":"2012-02-02T00:12:03","indexId":"ofr20041241","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2004-1241","title":"Flow-Meter and Passive Diffusion Bag Tests and Potential Influences on the Vertical Distribution of Contaminants in Wells at Galena Airport, Galena, Alaska, August to October 2002","docAbstract":"Past activities at Galena Airport, a U.S. Air Force Base in Galena, Alaska, have resulted in ground-water contamination by volatile organic compounds. The primary contaminants are petroleum hydrocarbons and chlorinated aliphatic hydrocarbons. The U.S. Geological Survey and Earth Tech, in cooperation with the Air Force Center for Environmental Excellence, conducted investigations at Galena Airport from August to October 2002 using polyethylene diffusion bag samplers and borehole flow-meter testing to examine the vertical distribution of ground-water contamination in selected wells. This investigation was limited to the vicinity of building 1845 and to the area between building 1845 and the Yukon River. In addition, the U.S. Geological Survey was asked to determine whether additional wells are needed to more clearly define the nature and extent of the ground-water contamination at the Air Force Base.\r\n\r\nLittle or no vertical water movement occurred under ambient conditions in the wells tested at Galena Airport, Alaska, in August 2002. All of the ambient vertical flows detected in wells were at rates less than the quantitative limit of the borehole flow meter (0.03 gallons per minute). In wells 06-MW-07 and 10-MW-01, no vertical flow was detected. In wells where ambient flow was detected, the direction of flow was downward.\r\n\r\nIn general, concentrations of volatile organic compounds detected in the low-flow samples from wells at Galena Airport were approximately the same concentrations detected in the closest polyethylene diffusion bag sample for a wide variety of volatile organic compounds. The data indicate that the polyethylene diffusion bag sample results are consistent with the low-flow sample results.\r\n\r\nVertical profiling of selected wells using polyethylene diffusion bag samplers at Galena Airport showed that from September 30 to October 1, 2002, little vertical change occurred in volatile organic compound concentrations along the screen length despite the fact that little or no vertical flow was measured in most of the tested wells in August 2002. Two of the wells (10-MW-03 and 06-MW-01) had slightly greater vertical concentration variation for some constituents. In these wells, the contaminant depth probably is lithologically influenced.\r\n\r\nThe close match between concentrations measured in polyethylene diffusion bag and low-flow samples indicates that the bag samples accurately represent the distribution of volatile organic compounds in the wells. It is unclear, however, whether the distribution of volatile organic compounds in the wells, as indicated by the bag samplers, represents contaminant distributions in the aquifer or transient movement within the wells. The probable change in well hydraulics between August and late September to October indicates that the relatively uniform vertical distribution of volatile organic compounds in some of the wells may represent in-well mixing. This uncertainty could be clarified by the installation and sampling of well clusters at various times of the year. Additional insight into the vertical distribution of contamination and flow possibly could be obtained by conducting flow-meter tests and collecting polyethylene diffusion bag samples from selected wells at different times of the year.\r\n\r\nThe westernmost contaminant plume at Million Gallon Hill appears to be surrounded by sufficient monitoring wells to detect changes in the plume extent; however, the installation of additional wells at Galena Airport has the potential to provide additional information on the extent of ground-water contamination in the remaining plumes. The additional information to be gained includes better definition of the vertical and lateral extents of the plumes and better definition of the ground-water flow directions.","language":"ENGLISH","doi":"10.3133/ofr20041241","usgsCitation":"Vroblesky, D.A., and Peterson, J., 2004, Flow-Meter and Passive Diffusion Bag Tests and Potential Influences on the Vertical Distribution of Contaminants in Wells at Galena Airport, Galena, Alaska, August to October 2002: U.S. Geological Survey Open-File Report 2004-1241, 44 p., https://doi.org/10.3133/ofr20041241.","productDescription":"44 p.","costCenters":[],"links":[{"id":180741,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":5875,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2004/1241/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de7c9","contributors":{"authors":[{"text":"Vroblesky, Don A. vroblesk@usgs.gov","contributorId":413,"corporation":false,"usgs":true,"family":"Vroblesky","given":"Don","email":"vroblesk@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":257931,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peterson, J.E.","contributorId":8486,"corporation":false,"usgs":true,"family":"Peterson","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":257932,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":53997,"text":"ofr03473 - 2004 - Computation of Flow Through Water-Control Structures Using Program DAMFLO.2","interactions":[],"lastModifiedDate":"2012-02-02T00:11:40","indexId":"ofr03473","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"2004","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":"2003-473","title":"Computation of Flow Through Water-Control Structures Using Program DAMFLO.2","docAbstract":"As part of its mission to collect, analyze, and store streamflow data, the U.S. Geological Survey computes flow through several dam structures throughout the country. Flows are computed using hydraulic equations that describe flow through sluice and Tainter gates, crest gates, lock gates, spillways, locks, pumps, and siphons, which are calibrated using flow measurements. The program DAMFLO.2 was written to compute, tabulate, and plot flow through dam structures using data that describe the physical properties of dams and various hydraulic parameters and ratings that use time-varying data, such as lake elevations or gate openings. The program uses electronic computer files of time-varying data, such as lake elevation or gate openings, retrieved from the U.S. Geological Survey Automated Data Processing System. Computed time-varying flow data from DAMFLO.2 are output in flat files, which can be entered into the Automated Data Processing System database. All computations are made in units of feet and seconds. DAMFLO.2 uses the procedures and language developed by the SAS Institute Inc.","language":"ENGLISH","doi":"10.3133/ofr03473","usgsCitation":"Sanders, C.L., and Feaster, T., 2004, Computation of Flow Through Water-Control Structures Using Program DAMFLO.2: U.S. Geological Survey Open-File Report 2003-473, 109 p., 49 fig., 1 table, https://doi.org/10.3133/ofr03473.","productDescription":"109 p., 49 fig., 1 table","costCenters":[],"links":[{"id":4821,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr03473/","linkFileType":{"id":5,"text":"html"}},{"id":176966,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f6d","contributors":{"authors":[{"text":"Sanders, Curtis L. Jr.","contributorId":76391,"corporation":false,"usgs":true,"family":"Sanders","given":"Curtis","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":248863,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Feaster, Toby D. 0000-0002-5626-5011 tfeaster@usgs.gov","orcid":"https://orcid.org/0000-0002-5626-5011","contributorId":1109,"corporation":false,"usgs":true,"family":"Feaster","given":"Toby D.","email":"tfeaster@usgs.gov","affiliations":[{"id":559,"text":"South Carolina Water Science Center","active":true,"usgs":true}],"preferred":false,"id":248862,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}