The terrace alluvial aquifer underlying Air Force Plant 4 and the adjacent Naval Air Station (formerly Carswell Air Force Base) in the Fort Worth area, Texas, is contaminated locally with organic and metal compounds. Residents south and west of Air Force Plant 4 and the Naval Air Station are concerned that contaminants might enter the underlying Paluxy aquifer, which provides water to the city of White Settlement, south of Air Force Plant 4, and to residents west of Air Force Plant 4. The U.S. Environmental Protection Agency has qualified Air Force Plant 4 for Superfund cleanup.
The pertinent geologic units include -A~rom oldest to youngest the Glen Rose, Paluxy, and Walnut Formations, Goodland Limestone, and terrace alluvial deposits. Except for the Glen Rose Formation, all units crop out at or near Air Force Plant 4 and the Naval Air Station. The terrace alluvial deposits, which nearly everywhere form the land surface, range from 0 to about 60 feet thick. These deposits comprise a mostly unconsolidated mixture of gravel, sand, silt, and clay. Mudstone and sandstone of the Paluxy Formation crop out north, west, and southwest of Lake Worth and total between about 130 and about 175 feet thick.
The terrace alluvial deposits and the Paluxy Formation comprise the terrace alluvial aquifer and the Paluxy aquifer, respectively. These aquifers are separated by the Goodland-Walnut confining unit, composed of the Goodland Limestone and (or) Walnut Formation. Below the Paluxy aquifer, the Glen Rose Formation forms the Glen Rose confining unit.
Water-level measurements during May 1993 and February 1994 from wells in the terrace alluvial aquifer indicate that, regionally, ground water flows toward the east-southeast beneath Air Force Plant 4 and the Naval Air Station. Locally, water appears to flow outward from ground-water mounds maintained by the localized infiltration of precipitation and reportedly by leaking water pipes and sanitary and (or) storm sewer lines beneath the assembly building at Air Force Plant 4. North of Farmers Branch, the terrace alluvial aquifer discharges into Lake Worth, Meandering Road Creek, Farmers Branch, and the West Fork Trinity River. South of Farmers Branch, ground water appears to flow mostly north-northeastward. Greater precipitation prior to the May 1993 measurements caused water levels to average approximately 5 ft higher in May 1993 than in February 1994.
Regional ground-water gradients indicate west to east-southeastward flow in the Paluxy aquifer, with a dominant southeastward component beneath Air Force Plant 4. Water-level maps for the Paluxy \"upper sand\" reveal an elongated groundwater mound beneath southeastern parts of Air Force Plant 4, which indicates a localized, vertical conduit through which contaminated water from the terrace alluvial aquifer might enter upper parts of the Paluxy aquifer. The Paluxy \"upper sand\" apparently is mostly unsaturated and hydraulically separated from the deeper, regionally extensive parts of the Paluxy aquifer, most of which are fully saturated. While water levels in the \"upper sand\" were as much as 10 ft higher in May 1993 than in February 1994, water levels in most deeper parts of the Paluxy aquifer were slightly higher in February 1994 than they were in May 1993.
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E.","affiliations":[],"preferred":false,"id":187933,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21874,"text":"ofr96218 - 1996 - Hydrologic and water-quality data for the Weldon Spring Ordnance Works, St. Charles County, Missouri, 1992-95","interactions":[],"lastModifiedDate":"2012-02-02T00:07:47","indexId":"ofr96218","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"96-218","title":"Hydrologic and water-quality data for the Weldon Spring Ordnance Works, St. Charles County, Missouri, 1992-95","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nInformation Services [distributor],","doi":"10.3133/ofr96218","issn":"0566-8174","usgsCitation":"Schumacher, J., Merten, L., Hockanson, E.A., and DeRusseau, S., 1996, Hydrologic and water-quality data for the Weldon Spring Ordnance Works, St. Charles County, Missouri, 1992-95: U.S. Geological Survey Open-File Report 96-218, iv, 101 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96218.","productDescription":"iv, 101 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":154125,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0218/report-thumb.jpg"},{"id":51363,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0218/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6116e2","contributors":{"authors":[{"text":"Schumacher, John G. jschu@usgs.gov","contributorId":2055,"corporation":false,"usgs":true,"family":"Schumacher","given":"John G.","email":"jschu@usgs.gov","affiliations":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"preferred":true,"id":186072,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Merten, L.M.","contributorId":74775,"corporation":false,"usgs":true,"family":"Merten","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":186075,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hockanson, E. A.","contributorId":39405,"corporation":false,"usgs":true,"family":"Hockanson","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":186074,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"DeRusseau, S.N.","contributorId":31784,"corporation":false,"usgs":true,"family":"DeRusseau","given":"S.N.","affiliations":[],"preferred":false,"id":186073,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":22262,"text":"ofr96168 - 1996 - Water-quality and lake-stage data for Wisconsin lakes, water year 1995","interactions":[],"lastModifiedDate":"2015-10-15T14:59:32","indexId":"ofr96168","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"96-168","title":"Water-quality and lake-stage data for Wisconsin lakes, water year 1995","docAbstract":"The U.S. Geological Survey (USGS), in cooperation with local and other agencies, collects data at selected lakes throughout Wisconsin. These data, accumulated over many years, provide a data base for developing an improved understanding of the water quality of lakes. To make these data available to interested parties outside the USGS, the data are published annually in this report series. The location of surface water-quality and lake-stage stations in Wisconsin for water year 1995 are shown in figure 1. A water year is the 12-month period from October 1 through September 30. It is designated by the calendar year in which it ends and which includes 9 of the 12 months. Thus the period October 1, 1994 through September 30, 1995, is called \"water year 1995.\"
\nThe purpose of this report is to provide information about the physical and chemical characteristics of Wisconsin lakes. Data that have been collected at specific lakes, and information to aid in the interpretation of those data, are included in this report. Data collected includes measurements of lake stage and in-lake water quality. Graphs of Secchi depths, and surface total-phosphorus and chlorophyll-a concentrations versus time are included for lakes with two or more years of data. Descriptive information for each lake includes: location of the lake, drainage area of the lake's watershed, period for which data are available, revisions to previously published records, and pertinent remarks. Additional data, such as streamflow and water quality in tributary and outlet streams of some of the lakes, are published in another volume: \"Water Resources Data-Wisconsin, 1995.\"
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96168","issn":"0094-9140","collaboration":"Prepared in cooperation with the State of Wisconsin and other agencies","usgsCitation":"Rose, W.J., 1996, Water-quality and lake-stage data for Wisconsin lakes, water year 1995: U.S. Geological Survey Open-File Report 96-168, vi, 123 p., https://doi.org/10.3133/ofr96168.","productDescription":"vi, 123 p.","numberOfPages":"131","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":154433,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0168/report-thumb.jpg"},{"id":51689,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0168/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e72aa","contributors":{"authors":[{"text":"Rose, W. J.","contributorId":14433,"corporation":false,"usgs":true,"family":"Rose","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":187840,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":22862,"text":"ofr95729 - 1996 - Reconnaissance of volatile organic compounds in the subsurface at Rutgers University, Busch Campus, Piscataway Township, New Jersey","interactions":[],"lastModifiedDate":"2019-09-26T08:16:26","indexId":"ofr95729","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"95-729","title":"Reconnaissance of volatile organic compounds in the subsurface at Rutgers University, Busch Campus, Piscataway Township, New Jersey","docAbstract":"During 1991-92, the U.S. Geological Survey conducted a hydrogeologic reconnaissance at a site near the Rutgers University, Busch Campus, Chemical Engineering building, C-Wing. Results of analyses of the soil-gas samples, which were collected at 43 locations, indicated the presence of volatile organic compounds, primarily carbon tetrachloride, near the C-Wing building and about 550 feet downgradient from and southwest of the C-Wing building. Concentrations of the compound in soil-gas samples were highest (2.1 ug/L (micrograms per liter)) along the southwestern wall of the C-Wing building. Ground-water samples were collected at depths as great as 55 feet from five wells and piezometers near the C-Wing building. Samples collected along the southwestern wall of the building also contained the highest concentrations of volatile organic compounds. Concentrations of carbon tetrachloride in the ground-water samples ranged from < 0.35 ug/L to 3,400 ug/L, and concentrations of tetrachloro- ethylene ranged from < 0.28 ug/L to 85 ug/L. Ground-water samples collected at depths of 55 feet or more from two wells located on the Rutgers University Golf Course about 2,400 feet down- gradient from the C-Wing building contained concentrations of tetrachloroethylene as great as 17.7 ug/L. Water levels measured in six wells and six piezometers indicated that the general flow direction in the shallow part of the aquifer is to the southwest of the C-Wing building. An electrical-resistivity survey was conducted by azimuthal resistivity techniques. The results of the survey were consistent with field measurements, and the dominant vertical fractures near the Busch Campus trend northeast. An electromagnetic survey was ineffective as a result of cultural interferences and could not be used to determine the hydrogeologic characteristics of the site.","language":"English","publisher":"U.S. Geological Survey ","publisherLocation":"Reston, VA","doi":"10.3133/ofr95729","issn":"0094-9140","usgsCitation":"DePaul, V.T., 1996, Reconnaissance of volatile organic compounds in the subsurface at Rutgers University, Busch Campus, Piscataway Township, New Jersey: U.S. Geological Survey Open-File Report 95-729, Report: v, 26 p. , https://doi.org/10.3133/ofr95729.","productDescription":"Report: v, 26 p. 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cm.","costCenters":[],"links":[{"id":157779,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0469/report-thumb.jpg"},{"id":53752,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1996/0469/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53753,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0469/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f944f","contributors":{"authors":[{"text":"Tumbusch, M.L.","contributorId":47411,"corporation":false,"usgs":true,"family":"Tumbusch","given":"M.L.","affiliations":[],"preferred":false,"id":192447,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schaefer, D. H.","contributorId":84763,"corporation":false,"usgs":true,"family":"Schaefer","given":"D.","middleInitial":"H.","affiliations":[],"preferred":false,"id":192448,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70018580,"text":"70018580 - 1996 - Adjustment of regional regression equations for urban storm-runoff quality using at-site data","interactions":[],"lastModifiedDate":"2026-05-01T15:40:10.138797","indexId":"70018580","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3647,"text":"Transportation Research Record","active":true,"publicationSubtype":{"id":10}},"title":"Adjustment of regional regression equations for urban storm-runoff quality using at-site data","docAbstract":"Regional regression equations have been developed to estimate urban storm-runoff loads and mean concentrations using a national data base. Four statistical methods using at-site data to adjust the regional equation predictions were developed to provide better local estimates. The four adjustment procedures are a single-factor adjustment, a regression of the observed data against the predicted values, a regression of the observed values against the predicted values and additional local independent variables, and a weighted combination of a local regression with the regional prediction. Data collected at five representative storm-runoff sites during 22 storms in Little Rock, Arkansas, were used to verify, and, when appropriate, adjust the regional regression equation predictions. Comparison of observed values of stormrunoff loads and mean concentrations to the predicted values from the regional regression equations for nine constituents (chemical oxygen demand, suspended solids, total nitrogen as N, total ammonia plus organic nitrogen as N, total phosphorus as P, dissolved phosphorus as P, total recoverable copper, total recoverable lead, and total recoverable zinc) showed large prediction errors ranging from 63 percent to more than several thousand percent. Prediction errors for 6 of the 18 regional regression equations were less than 100 percent and could be considered reasonable for water-quality prediction equations. The regression adjustment procedure was used to adjust five of the regional equation predictions to improve the predictive accuracy. For seven of the regional equations the observed and the predicted values are not significantly correlated. Thus neither the unadjusted regional equations nor any of the adjustments were appropriate. The mean of the observed values was used as a simple estimator when the regional equation predictions and adjusted predictions were not appropriate.","language":"English","publisher":"National Academy of Sciences","doi":"10.1177/0361198196152300117","issn":"03611981","usgsCitation":"Barks, C., 1996, Adjustment of regional regression equations for urban storm-runoff quality using at-site data: Transportation Research Record, v. 1523, no. 1, p. 141-146, https://doi.org/10.1177/0361198196152300117.","productDescription":"6 p.","startPage":"141","endPage":"146","costCenters":[],"links":[{"id":227124,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Arkansas","city":"Little Rock","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -92.38339893099169,\n 34.86270521495865\n ],\n [\n -92.38339893099169,\n 34.68887462936465\n ],\n [\n -92.16023799888761,\n 34.68887462936465\n ],\n [\n -92.16023799888761,\n 34.86270521495865\n ],\n [\n -92.38339893099169,\n 34.86270521495865\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","volume":"1523","issue":"1","noUsgsAuthors":false,"publicationDate":"1996-01-01","publicationStatus":"PW","scienceBaseUri":"5059e6f7e4b0c8380cd4775f","contributors":{"authors":[{"text":"Barks, C. S.","contributorId":66712,"corporation":false,"usgs":true,"family":"Barks","given":"C. S.","affiliations":[],"preferred":false,"id":380105,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26501,"text":"wri944020 - 1996 - Low-flow characteristics of streams in Maryland and Delaware","interactions":[],"lastModifiedDate":"2018-02-15T08:39:11","indexId":"wri944020","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"94-4020","title":"Low-flow characteristics of streams in Maryland and Delaware","docAbstract":"Hydrologic information on the variability of streamflow during low-flow periods is needed for the effective management of surface-water resources in Maryland and Delaware. Low-flow characteristics derived from streamflow under natural conditions are presented for 94 continuousrecord gaging stations in Maryland, Delaware, and surrounding States, and for 131 low-flow partial-record gaging stations in Maryland and Delaware. Methods are developed to estimate low-flow characteristics at ungaged stream sites for average 7-, 14-, and 30-consecutive-day lowflow discharges for recurrence intervals of 2, 10, and 20 years. The methods are applicable to unregulated streams in Maryland and Delaware for watersheds having drainage areas ranging from 2.0 to 875 square miles.
Maryland and Delaware are divided into four regions on the basis of physiography and the results of regression analyses. The regions are the Eastern Shore region in Maryland and Delaware, the eastern-Piedmont region in Maryland, the western region in Maryland, and the southern region in Maryland. Equations are developed from regression analyses to estimate lowflow characteristics at ungaged sites on ungaged streams for the Eastern Shore region, the easternPiedmont region, and the western region. A generalized least-squares multiple-regression technique is used to develop the estimation equations that relate average 7-, 14-, and 30- consecutive-day low-flow discharges for recurrence intervals of 2, 10, and 20 years to physical and climatological features of drainage basins in the study area. Adjustments are necessary to low-flow discharges estimated from the equation for the western region because of the effects of carbonate rocks on low flows. The adjustment method is based on analysis of the residuals of regional estimation equations and the percentage of the basin underlain by carbonate rocks. An equation is developed on the basis of a distance-weighted average of low-flow discharges at gaging stations to estimate low flow characteristics at ungaged sites on ungaged streams for the southern region. Estimates of the accuracy of low-flow characteristics determined from all regional equations are provided.
Two methods are presented for estimating low-flow characteristics at ungaged sites on gaged streams. One method combines low-flow characteristics determined from gaging station data with results from the regional regression equation at the gaging station and at the ungaged site to estimate the low-flow characteristics either upstream or downstream from the gaging station. The other method estimates low-flow characteristics at ungaged sites between gaging stations using a graphical solution. Estimates of accuracy of the low-flow characteristics determined by these methods also are provided.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944020","collaboration":"Prepared in cooperation with the Maryland Geological Survey and the Maryland Water Resources Administration with the partial support of the Delaware Geological Survey and the Delaware Department of Natural Resources and Environmental Control","usgsCitation":"Carpenter, D.H., and Hayes, D., 1996, Low-flow characteristics of streams in Maryland and Delaware: U.S. Geological Survey Water-Resources Investigations Report 94-4020, Report: iv, 113 p.; 10 Plates: 20.51 x 40.38 inches or smaller, https://doi.org/10.3133/wri944020.","productDescription":"Report: iv, 113 p.; 10 Plates: 20.51 x 40.38 inches or 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635a0a","contributors":{"authors":[{"text":"Carpenter, David H.","contributorId":49357,"corporation":false,"usgs":true,"family":"Carpenter","given":"David","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196503,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hayes, Donald C.","contributorId":52945,"corporation":false,"usgs":true,"family":"Hayes","given":"Donald C.","affiliations":[],"preferred":false,"id":196504,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68468,"text":"ha694D - 1996 - Hydrogeology of structurally extended terrain in the eastern Great Basin of Nevada, Utah, and adjacent states, from geologic and geophysical models","interactions":[],"lastModifiedDate":"2015-10-28T11:24:22","indexId":"ha694D","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"694","chapter":"D","title":"Hydrogeology of structurally extended terrain in the eastern Great Basin of Nevada, Utah, and adjacent states, from geologic and geophysical models","docAbstract":"The Great Basin of the western United States encompasses most of Nevada and western Utah (fig. 1). The climate of the region is semiarid to arid, with most precipitation falling as winter Show. The region is characterized by internal drainage (generally no hydrologic outlet to the ocean). Water resources in the region are limited and nearly all reliable surface-water sources have been allocated for use. The most commonly used aquifers arc sand-and-gravel basin-fill deposits in structural basins of the region. In many basins, pumpage from the basin-fill aquifers is as much as (or more than) the safe yield.
Consequently, aquifers other than basin fill are being assessed in the eastern Great Basin to determine where and how much additional ground water is present and what might be the effects of development. This study was part of the Nevada Carbonate Aquifers Program, in cooperation with the State of Nevada, Las Vegas Valley Water District, City of North Las Vegas, and the Bureau of Reclamation. This atlas presents a conceptual model of the geologic and hydrologic features of structurally extended terrains in the eastern Great Basin. First, the model is described and major structural features are compared with regional groundwater flow patterns. Second, the validity of the conceptual hydrogeologic model is evaluated using geophysical data and geologic models derived from geophysical profiles.
A steady-state, three-dimensional numerical model coupled with a particle-tracking algorithm was developed to simulate the complex hydrogeologic conditions affecting ground-water flow and contaminant migration in the Cape Cod aquifer beneath the Massachusetts Military Reservation, Massachusetts. The known extents of the contaminant plumes beneath the reservation were incorporated into a particle-tracking analysis to improve model calibration. Particle tracking was used to evaluate the effects of simulated changes in hydraulic properties and in simulated hydrologic boundaries such as ponds and streams.
The model simulations made during the calibration process indicated that changes in simulated hydraulic properties and hydrologic boundaries resulted in small changes in the water-table and pond altitudes and in streamflows, yet had a substantial effect on model-calculated groundwater flowpaths. Therefore, the characterization of contaminant migration using a model calibrated only on the basis of ground-water heads and flux may be inaccurate.
The results of model simulations for the analysis of the effects of pumping and recharge on ground-water flow and contaminant migration indicated that ground-water flowpaths were greatly affected by subtle shifts in hydraulic gradients. These changes in the ground-water-flow system in response to hydrologic stresses such as pumping and recharge can be determined by the use of a particle-tracking analysis.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96214","collaboration":"Prepared in cooperation with the National Guard Bureau","usgsCitation":"Masterson, J., Walter, D.A., and Savoie, J., 1996, Use of particle tracking to improve numerical model calibration and to analyze ground-water flow and contaminant migration, Massachusetts Military Reservation, western Cape Cod, Massachusetts: U.S. Geological Survey Open-File Report 96-214, v, 50 p., https://doi.org/10.3133/ofr96214.","productDescription":"v, 50 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":412572,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0214/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156833,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0214/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Cape Cod","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -70.7794189453125,\n 41.6154423246811\n ],\n [\n -69.89501953125,\n 41.6154423246811\n ],\n [\n -69.89501953125,\n 42.1104489601222\n ],\n [\n -70.7794189453125,\n 42.1104489601222\n ],\n [\n -70.7794189453125,\n 41.6154423246811\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ce4b07f02db6139d9","contributors":{"authors":[{"text":"Masterson, John P. 0000-0003-3202-4413","orcid":"https://orcid.org/0000-0003-3202-4413","contributorId":102516,"corporation":false,"usgs":true,"family":"Masterson","given":"John P.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":false,"id":190776,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Walter, Donald A. 0000-0003-0879-4477 dawalter@usgs.gov","orcid":"https://orcid.org/0000-0003-0879-4477","contributorId":1101,"corporation":false,"usgs":true,"family":"Walter","given":"Donald","email":"dawalter@usgs.gov","middleInitial":"A.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":190775,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Savoie, Jennifer G. jsavoie@usgs.gov","contributorId":1691,"corporation":false,"usgs":true,"family":"Savoie","given":"Jennifer G.","email":"jsavoie@usgs.gov","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":false,"id":190774,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70017781,"text":"70017781 - 1996 - Estimation of potential maximum biomass of trout in Wyoming streams to assist management decisions","interactions":[],"lastModifiedDate":"2025-03-27T16:01:36.208641","indexId":"70017781","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2886,"text":"North American Journal of Fisheries Management","active":true,"publicationSubtype":{"id":10}},"title":"Estimation of potential maximum biomass of trout in Wyoming streams to assist management decisions","docAbstract":"Fishery managers can benefit from knowledge of the potential maximum biomass (PMB) of trout in streams when making decisions on the allocation of resources to improve fisheries. Resources are most likely to be expended on streams with high PMB and with large differences between PMB and currently measured biomass. We developed and tested a model that uses four easily measured habitat variables to estimate PMB (upper 90th percentile of predicted mean biomass) of trout (Oncorhynchus spp., Salmo trutta, and Salvelinus fontinalis) in Wyoming streams. The habitat variables were proportion of cover, elevation, wetted width, and channel gradient. The PMB model was constructed from data on 166 stream reaches throughout Wyoming and validated on an independent data set of 50 stream reaches. Prediction of PMB in combination with estimation of current biomass and information on habitat quality can provide managers with insight into the extent to which management actions may enhance trout biomass.
","language":"English","publisher":"Oxford Academic","doi":"10.1577/1548-8675(1996)016<0821:EOPMBO>2.3.CO;2","usgsCitation":"Hubert, W.A., Marwitz, T., Gerow, K.G., Binns, N., and Wiley, R., 1996, Estimation of potential maximum biomass of trout in Wyoming streams to assist management decisions: North American Journal of Fisheries Management, v. 16, no. 4, p. 821-829, https://doi.org/10.1577/1548-8675(1996)016<0821:EOPMBO>2.3.CO;2.","productDescription":"9 p.","startPage":"821","endPage":"829","costCenters":[],"links":[{"id":228860,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United 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\"}}]}","volume":"16","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0ba1e4b0c8380cd527e8","contributors":{"authors":[{"text":"Hubert, Wayne A.","contributorId":9325,"corporation":false,"usgs":true,"family":"Hubert","given":"Wayne","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":377547,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Marwitz, T.D.","contributorId":64407,"corporation":false,"usgs":true,"family":"Marwitz","given":"T.D.","email":"","affiliations":[],"preferred":false,"id":377550,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gerow, Kenneth G.","contributorId":49672,"corporation":false,"usgs":true,"family":"Gerow","given":"Kenneth","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":377548,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Binns, N.A.","contributorId":59196,"corporation":false,"usgs":true,"family":"Binns","given":"N.A.","email":"","affiliations":[],"preferred":false,"id":377549,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Wiley, R.W.","contributorId":97656,"corporation":false,"usgs":true,"family":"Wiley","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":377551,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":66576,"text":"i2492 - 1996 - Geologic map of the Addy area, Stevens County, Washington","interactions":[],"lastModifiedDate":"2012-02-10T00:11:14","indexId":"i2492","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2492","subseriesTitle":"NONE","title":"Geologic map of the Addy area, Stevens County, Washington","language":"ENGLISH","doi":"10.3133/i2492","isbn":"060786110X","usgsCitation":"Miller, F.K., 1996, Geologic map of the Addy area, Stevens County, Washington: U.S. Geological Survey IMAP 2492, 1 map :col. ;58 x 39 cm., on sheet 104 x 129 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i2492.","productDescription":"1 map :col. ;58 x 39 cm., on sheet 104 x 129 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":108322,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13046.htm","linkFileType":{"id":5,"text":"html"},"description":"13046"},{"id":187467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -118,48.25 ], [ -118,48.5 ], [ -117.75,48.5 ], [ -117.75,48.25 ], [ -118,48.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a25d8","contributors":{"authors":[{"text":"Miller, F. K.","contributorId":10803,"corporation":false,"usgs":true,"family":"Miller","given":"F.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":274732,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":66916,"text":"i2583A - 1996 - Map showing seismicity in the vicinity of the lower Wabash Valley, Illinois, Indiana, and Kentucky","interactions":[],"lastModifiedDate":"2022-02-04T20:47:24.278072","indexId":"i2583A","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2583","chapter":"A","title":"Map showing seismicity in the vicinity of the lower Wabash Valley, Illinois, Indiana, and Kentucky","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i2583A","usgsCitation":"Rhea, S., and Wheeler, R.L., 1996, Map showing seismicity in the vicinity of the lower Wabash Valley, Illinois, Indiana, and Kentucky: U.S. Geological Survey IMAP 2583, Report: 14 p.; 1 Plate: 35.08 × 48.75 inches, https://doi.org/10.3133/i2583A.","productDescription":"Report: 14 p.; 1 Plate: 35.08 × 48.75 inches","costCenters":[],"links":[{"id":395489,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13054.htm"},{"id":91619,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/2583a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":189190,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/2583a/report-thumb.jpg"},{"id":101376,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2583a/plate-1.pdf","size":"6761","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Illinois, Indiana, Kentucky","otherGeospatial":"lower Wabash Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -89,36.5 ], [ -89,39 ], [ -87,39 ], [ -87,36.5 ], [ -89,36.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2aa5","contributors":{"authors":[{"text":"Rhea, Susan","contributorId":81110,"corporation":false,"usgs":true,"family":"Rhea","given":"Susan","email":"","affiliations":[],"preferred":false,"id":275283,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wheeler, R. L.","contributorId":34916,"corporation":false,"usgs":true,"family":"Wheeler","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":275282,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1001741,"text":"1001741 - 1996 - Natural thermal refugia for temperate warmwater stream fishes","interactions":[],"lastModifiedDate":"2025-03-27T16:18:37.314994","indexId":"1001741","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2886,"text":"North American Journal of Fisheries Management","active":true,"publicationSubtype":{"id":10}},"title":"Natural thermal refugia for temperate warmwater stream fishes","docAbstract":"The seasonal use of an Ozark spring branch by fishes was evaluated from January 1993 to January 1995. Temperatures in the spring branch were fairly constant, at 13.5 ± 1°C, and usually exceeded the temperature of a receiving stream during the November–March coldwater period. Black redhorse Moxostoma duquesnei, smallmouth bass Micropterus dolomieu, shadow bass Ambloplites ariommus, and longear sunfish Lepomis megalotis showed a temporal pattern of use in the spring branch. The lowest use was during the April–October warmwater period, and the greatest use was during the coldwater period. During cold periods, biomass of these four species in the spring branch was significantly greater and fish size significantly larger than in similar habitats in the adjoining stream. The weight per unit length of fish using the spring branch during cold periods was also significantly greater. Shadow bass and longear sunfish had significantly greater relative stomach contents than conspecifics in equivalent habitats from the adjoining stream, but had similar relative numbers of eggs. Large concentrations of adult fish used spring branches during the coldwater period, and these fish may be more vulnerable to angling than conspecifics in similar habitats in adjoining streams dominated by surface water. Thus, we suggest that stream managers consider the usefulness of fish refuges in spring branches and adjacent thermally influenced areas.
","language":"English","publisher":"Oxford Academic","doi":"10.1577/1548-8675(1996)016<0738:NTRFTW>2.3.CO;2","usgsCitation":"Peterson, J.T., and Rabeni, C.F., 1996, Natural thermal refugia for temperate warmwater stream fishes: North American Journal of Fisheries Management, v. 16, no. 4, p. 738-746, https://doi.org/10.1577/1548-8675(1996)016<0738:NTRFTW>2.3.CO;2.","productDescription":"9 p.","startPage":"738","endPage":"746","costCenters":[{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":130339,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Missouri","county":"Shannon County","otherGeospatial":"Ozark National Scenic Riverway","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-91.2097,37.4179],[-91.1749,37.4161],[-91.1765,37.3291],[-91.1767,37.3164],[-91.1576,37.3158],[-91.1592,37.2582],[-91.1246,37.2569],[-91.1242,37.2428],[-91.1277,37.2429],[-91.1278,37.2053],[-91.1279,37.2034],[-91.1244,37.2029],[-91.1071,37.2023],[-91.107,37.2064],[-91.0885,37.2062],[-91.0896,37.179],[-91.0705,37.1815],[-91.0696,37.166],[-91.0366,37.1697],[-91.0372,37.1416],[-91.0169,37.1446],[-91.0184,37.0988],[-91.0329,37.0958],[-91.0542,37.096],[-91.0675,37.0962],[-91.0682,37.0921],[-91.0722,37.0917],[-91.108,37.0912],[-91.1081,37.0872],[-91.183,37.0889],[-91.2159,37.0892],[-91.2178,37.0457],[-91.2192,37.0009],[-91.2234,36.8857],[-91.4939,36.8869],[-91.6573,36.8873],[-91.6556,37.0369],[-91.6554,37.0487],[-91.6553,37.0587],[-91.6553,37.0646],[-91.6503,37.2504],[-91.6474,37.2504],[-91.6465,37.4254],[-91.6118,37.4247],[-91.5926,37.4245],[-91.4269,37.4218],[-91.3168,37.4199],[-91.2097,37.4179]]]},\"properties\":{\"name\":\"Shannon\",\"state\":\"MO\"}}]}","volume":"16","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a91e4b07f02db656a40","contributors":{"authors":[{"text":"Peterson, James T. 0000-0002-7709-8590","orcid":"https://orcid.org/0000-0002-7709-8590","contributorId":204948,"corporation":false,"usgs":false,"family":"Peterson","given":"James","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":311645,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rabeni, Charles F.","contributorId":34804,"corporation":false,"usgs":true,"family":"Rabeni","given":"Charles","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":311644,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":21623,"text":"ofr96344 - 1996 - Bed sediment-trace element geochemistry of Terrace Reservoir, near Summitville, southwestern, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:07:58","indexId":"ofr96344","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"96-344","title":"Bed sediment-trace element geochemistry of Terrace Reservoir, near Summitville, southwestern, Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr96344","issn":"0566-8174","usgsCitation":"Horowitz, A.J., Robbins, J., Elrick, K.A., and Cook, R., 1996, Bed sediment-trace element geochemistry of Terrace Reservoir, near Summitville, southwestern, Colorado: U.S. Geological Survey Open-File Report 96-344, vi, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96344.","productDescription":"vi, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":155201,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0344/report-thumb.jpg"},{"id":51184,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0344/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63dc15","contributors":{"authors":[{"text":"Horowitz, A. J.","contributorId":102066,"corporation":false,"usgs":true,"family":"Horowitz","given":"A.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":184957,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robbins, J.R.","contributorId":18800,"corporation":false,"usgs":true,"family":"Robbins","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":184955,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Elrick, K. A.","contributorId":98731,"corporation":false,"usgs":true,"family":"Elrick","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":184956,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Cook, R.B.","contributorId":8480,"corporation":false,"usgs":true,"family":"Cook","given":"R.B.","affiliations":[],"preferred":false,"id":184954,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":22554,"text":"ofr96316 - 1996 - Estimation of recharge through selected drainage wells and potential effects from well closure, Orange County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:07:58","indexId":"ofr96316","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"96-316","title":"Estimation of recharge through selected drainage wells and potential effects from well closure, Orange County, Florida","docAbstract":"Drainage wells have been used in Orange County, Florida, and surrounding areas to alleviate flooding and to control lake levels since 1904. Over 400 drainage wells have been drilled in the county, but many are now redundant because of surface drainage systems that have been installed within the last two or three decades. Most of the drainage wells emplace water into the Upper Floridan aquifer, a zone of high transmissivity within the Floridan aquifer system. In 1992, the Orange County Stormwater Management Department identified 23 wells that were considered noncritical or redundant for current drainage control. These wells were targeted for closure to eliminate maintenance and possible contamination problems. A 3-year study (1992 through 1994) encompassed several drainage basins in the county. Inflow to 18 of the 23 drainage wells on the noncritical list and the effects of closure of these noncritical wells on the potentiometric surface of the Upper Floridan aquifer were estimated. Three sites were chosen for intensive study and were used for further extrapolation to other noncritical sites. The total average annual recharge rate through the 18 selected wells was estimated to be 9 cubic feet per second, or about 6 million gallons per day. The highest rate of long-term recharge, 4.6 cubic feet per second, was to well H-35. Several wells on the noncritical list were already plugged or had blocked intakes. Yields, or the sum of surface-water outflows and drainage-well recharge, from the drainage basins ranged from 20 to 33 inches per year. In some of the basins, all the yield from the basin was recharge through a drainage well. In other basins, most of the yield was surface outflow through canals rather than to drainage wells. The removal of the recharge from closure of the wells was simulated by superposition in a three-dimensional ground-water flow model. As a second step in the model, water was also applied to two sites in western Orange County that could receive redirected surface water. One of the sites is CONSERV II, a distribution system used to apply reclaimed water to the surficial aquifer system through rapid infiltration basins and grove irrigation. The second site, Lake Sherwood, has an extremely high downward recharge rate estimated to be at least 54 inches per year. The results from the simulations showed a decline of 1 foot or less in the potentiometric surface of the Upper Floridan aquifer with removal of the recharge and a mound of about 1 foot in the vicinity of the two sites in western Orange County. The Lake Sherwood site seems to reduce the declines caused by closure of the wells to a greater degree than the CONSERV II site, partly because the Lake Sherwood site is closer to the drainage-well basins.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr96316","issn":"0094-9140","usgsCitation":"Bradner, L.A., 1996, Estimation of recharge through selected drainage wells and potential effects from well closure, Orange County, Florida: U.S. Geological Survey Open-File Report 96-316, v, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96316.","productDescription":"v, 30 p. :ill., maps ;28 cm.","numberOfPages":"35","costCenters":[],"links":[{"id":155330,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0316/report-thumb.jpg"},{"id":52044,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0316/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d857","contributors":{"authors":[{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":188457,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24049,"text":"ofr96289 - 1996 - Calibration of a two-coil magnetic susceptibility logging tool","interactions":[],"lastModifiedDate":"2012-02-02T00:08:10","indexId":"ofr96289","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"96-289","title":"Calibration of a two-coil magnetic susceptibility logging tool","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr96289","issn":"0094-9140","usgsCitation":"Nelson, P.H., 1996, Calibration of a two-coil magnetic susceptibility logging tool: U.S. Geological Survey Open-File Report 96-289, 12 p. :ill. ;28 cm., https://doi.org/10.3133/ofr96289.","productDescription":"12 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":156334,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0289/report-thumb.jpg"},{"id":53217,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0289/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9571","contributors":{"authors":[{"text":"Nelson, P. H.","contributorId":42238,"corporation":false,"usgs":true,"family":"Nelson","given":"P.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":191219,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":22728,"text":"ofr9663 - 1996 - The role of mineral resource assessments in ecological stewardship","interactions":[],"lastModifiedDate":"2012-02-02T00:08:08","indexId":"ofr9663","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"96-63","title":"The role of mineral resource assessments in ecological stewardship","docAbstract":"Bedrock geology and mineral resource assessments can provide important information for ecologically based stewardship of land and water. Combining information derived from mineral resource assessments and geoenvironmental mineral deposit models provides a means to rapidly screen a large region for potential for mineral concentrations, to assess the environmental risk associated with mineralized bedrock and with human disturbances of mineralized bedrock, and to establish priorities for further studies.\r\n\r\n\r\n\r\n","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr9663","issn":"0094-9140","usgsCitation":"Clark, S.H., 1996, The role of mineral resource assessments in ecological stewardship: U.S. Geological Survey Open-File Report 96-63, 15 p. :col. ill.; 28 cm., https://doi.org/10.3133/ofr9663.","productDescription":"15 p. :col. ill.; 28 cm.","costCenters":[],"links":[{"id":156621,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0063/report-thumb.jpg"},{"id":9117,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1996/of96-063/","linkFileType":{"id":5,"text":"html"}},{"id":52177,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640e4f","contributors":{"authors":[{"text":"Clark, Sandra H. B.","contributorId":88706,"corporation":false,"usgs":true,"family":"Clark","given":"Sandra","email":"","middleInitial":"H. B.","affiliations":[],"preferred":false,"id":188773,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24713,"text":"ofr9619 - 1996 - DECCON software to decompress NOAA IMGMAP compressed imagery and convert to common image file formats","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"ofr9619","displayToPublicDate":"1996-11-01T00:00:00","publicationYear":"1996","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"96-19","title":"DECCON software to decompress NOAA IMGMAP compressed imagery and convert to common image file formats","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr9619","issn":"0094-9140","usgsCitation":"Townsley, B., and Stumpf, R., 1996, DECCON software to decompress NOAA IMGMAP compressed imagery and convert to common image file formats: U.S. Geological Survey Open-File Report 96-19, ii, 19 p. ;28 cm., https://doi.org/10.3133/ofr9619.","productDescription":"ii, 19 p. ;28 cm.","costCenters":[],"links":[{"id":157521,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0019/report-thumb.jpg"},{"id":53744,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ead3","contributors":{"authors":[{"text":"Townsley, Bill","contributorId":63422,"corporation":false,"usgs":true,"family":"Townsley","given":"Bill","email":"","affiliations":[],"preferred":false,"id":192420,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stumpf, Rick","contributorId":92295,"corporation":false,"usgs":true,"family":"Stumpf","given":"Rick","affiliations":[],"preferred":false,"id":192421,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}