{"pageNumber":"3726","pageRowStart":"93125","pageSize":"25","recordCount":185262,"records":[{"id":24369,"text":"ofr96557 - 1996 - Gaining, losing, and dry stream reaches at Bear Creek Valley, Oak Ridge, Tennessee, March and September 1994","interactions":[],"lastModifiedDate":"2022-12-23T22:52:46.705603","indexId":"ofr96557","displayToPublicDate":"1997-05-01T00:00:00","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":"96-557","title":"Gaining, losing, and dry stream reaches at Bear Creek Valley, Oak Ridge, Tennessee, March and September 1994","docAbstract":"A study was conducted to delineate stream reaches that were gaining flow, losing flow, or that were dry in the upper reaches of Bear Creek Valley near the Y-12 Plant in Oak Ridge, Tennessee. The study included a review of maps and discharge data from a seepage investigation conducted at Bear Creek Valley; preparation of tables showing site identification and discharge and stream reaches that were gaining flow, losing flow, or that were dry; and preparation of maps showing measurement site locations and discharge measurements, and gaining, losing, and dry stream reaches. This report will aid in developing a better understanding of ground-water and surface-water interactions in the upper reaches of Bear Creek.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96557","usgsCitation":"Robinson, J.A., and Mitchell, R.L., 1996, Gaining, losing, and dry stream reaches at Bear Creek Valley, Oak Ridge, Tennessee, March and September 1994: U.S. Geological Survey Open-File Report 96-557, Report: iii, 17 p.; 1 Plate: 27.14 x 21.91 inches, https://doi.org/10.3133/ofr96557.","productDescription":"Report: iii, 17 p.; 1 Plate: 27.14 x 21.91 inches","costCenters":[],"links":[{"id":411043,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_18648.htm","linkFileType":{"id":5,"text":"html"}},{"id":53467,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0557/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53466,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1996/0557/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156256,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0557/report-thumb.jpg"}],"country":"United States","state":"Tennessee","city":"Oak Ridge","otherGeospatial":"Bear Creek Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -84.28044454354242,\n              36.00270945658738\n            ],\n            [\n              -84.28044454354242,\n              35.96049748128307\n            ],\n            [\n              -84.24287353421924,\n              35.96049748128307\n            ],\n            [\n              -84.24287353421924,\n              36.00270945658738\n            ],\n            [\n              -84.28044454354242,\n              36.00270945658738\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1457","contributors":{"authors":[{"text":"Robinson, J. A.","contributorId":57417,"corporation":false,"usgs":true,"family":"Robinson","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":191793,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mitchell, R. L.","contributorId":41458,"corporation":false,"usgs":true,"family":"Mitchell","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":191792,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24367,"text":"ofr96487 - 1996 - Ground-water resources data for Baldwin County, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:11","indexId":"ofr96487","displayToPublicDate":"1997-05-01T00:00:00","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":"96-487","title":"Ground-water resources data for Baldwin County, Alabama","docAbstract":"Geologic and hydrologic data for 237 wells were collected, and water-levels in 223 wells in Baldwin and Escambia Counties were measured. Long-term water water-level data, available for many wells, indicate that ground-water levels in most of Baldwin County show no significant trends for the period of record. However, ground-water levels have declined in the general vicinity of Spanish Fort and Daphne, and ground-water levels in the Gulf Shores and Orange Beach areas are less than 5 feet above sea level in places. The quality of ground water generally is good, but problems with iron, sulfur, turbidity, and color occur. The water from most private wells in Baldwin County is used without treatment or filtration. Alabama public- health law requires that water from public-supply wells be chlorinated. Beyond that, the most common treatment of ground water by public-water suppliers in Baldwin County consists of pH adjustment, iron removal, and aeration. The transmissivity of the Miocene-Pliocene aquifer was determined at 10 locations in Baldwin County. Estimates of transmissivity ranged from 700 to 5,400 feet squared per day. In general, aquifer transmissivity was greatest in the southeastern part of the county, and least in the western part of the county near Mobile Bay. A storage coefficient of 1.5 x 10-3 was determined for the Miocene-Pliocene aquifer near Loxley.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr96487","issn":"0094-9140","usgsCitation":"Robinson, J.L., Moreland, R.S., and Clark, A., 1996, Ground-water resources data for Baldwin County, Alabama: U.S. Geological Survey Open-File Report 96-487, v, 64 :ill., maps; 28 cm.; 12 illus.; 6 plates; 13 tables, https://doi.org/10.3133/ofr96487.","productDescription":"v, 64 :ill., maps; 28 cm.; 12 illus.; 6 plates; 13 tables","costCenters":[],"links":[{"id":156243,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0487/report-thumb.jpg"},{"id":53465,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0487/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9fe4b07f02db660ff5","contributors":{"authors":[{"text":"Robinson, James L.","contributorId":82284,"corporation":false,"usgs":true,"family":"Robinson","given":"James","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":191788,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moreland, Richard S. rsmore@usgs.gov","contributorId":3877,"corporation":false,"usgs":true,"family":"Moreland","given":"Richard","email":"rsmore@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":191786,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Clark, Amy E.","contributorId":29469,"corporation":false,"usgs":true,"family":"Clark","given":"Amy E.","affiliations":[],"preferred":false,"id":191787,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24400,"text":"ofr96334 - 1996 - Water-quality assessment of the Albemarle-Pamlico drainage basin, North Carolina and Virginia; trace elements in Asiatic clam (Corbicula fluminea) soft tissues and redbreast sunfish (Lepomis auritus) livers, 1992-93","interactions":[],"lastModifiedDate":"2017-01-04T13:14:23","indexId":"ofr96334","displayToPublicDate":"1997-05-01T00:00:00","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":"96-334","title":"Water-quality assessment of the Albemarle-Pamlico drainage basin, North Carolina and Virginia; trace elements in Asiatic clam (Corbicula fluminea) soft tissues and redbreast sunfish (Lepomis auritus) livers, 1992-93","docAbstract":"The analysis of potential contaminants in biological tissues is an important part of many water-quality assessment programs, including the National Water-Quality Assessment (NAWQA) Program. Tissue analyses often are used to provide information about (1) direct threats to ecosystem integrity, and (2) the occurrence and distribution of potential contaminants in the environment.\r\n\r\nDuring 1992-93, trace elements in Asiatic clam (Corbicula fluminea) soft tissues and redbreast sunfish (Lepomis auritus) livers were analyzed to obtain information about the occurrence and distribution of trace element contaminants in the Albemarle-Pamlico Drainage Basin of North Carolina and Virginia. The investigation was conducted as part of the NAWQA Program.\r\n\r\nAll but 3 of the 22 trace elements that were analyzed were detected. Although all 10 of the U.S. Environmental Protection Agency (U.S. EPA) priority pollutants were detected in the tissues sampled, they were present in relatively low concentrations. Concentrations of U.S. EPA priority pollutants in Asiatic clams collected in the Albemarle-Pamlico Drainage Basin are similar to concentrations observed in other NAWQA study units in the southeastern United States. Mercury (a U.S. EPA priority pollutant) was widely detected, being present in 29 of 30 tissue samples, but concentrations did not exceed the FDA action level for mercury of a risk-based screening value for the general public. Mercury concentrations in Asiatic clams were similar to concentrations in other NAWQA study areas in the Southeast.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr96334","issn":"0094-9140","usgsCitation":"Ruhl, P.M., and Smith, K., 1996, Water-quality assessment of the Albemarle-Pamlico drainage basin, North Carolina and Virginia; trace elements in Asiatic clam (Corbicula fluminea) soft tissues and redbreast sunfish (Lepomis auritus) livers, 1992-93: U.S. Geological Survey Open-File Report 96-334, 6 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96334.","productDescription":"6 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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,{"id":23385,"text":"ofr96538 - 1996 - A paleomagnetic study of the Reunion Subchron in Pliocene lacustrine beds, Beaver Basin, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:12","indexId":"ofr96538","displayToPublicDate":"1997-05-01T00:00:00","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":"96-538","title":"A paleomagnetic study of the Reunion Subchron in Pliocene lacustrine beds, Beaver Basin, Utah","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr96538","issn":"0094-9140","usgsCitation":"Honey, J., Hudson, M., and Obradovich, J.D., 1996, A paleomagnetic study of the Reunion Subchron in Pliocene lacustrine beds, Beaver Basin, Utah: U.S. Geological Survey Open-File Report 96-538, 87 p. :ill. ;28 cm., https://doi.org/10.3133/ofr96538.","productDescription":"87 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":156188,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0538/report-thumb.jpg"},{"id":52684,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0538/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab88e","contributors":{"authors":[{"text":"Honey, J.G.","contributorId":79915,"corporation":false,"usgs":true,"family":"Honey","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":190017,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hudson, M.R.","contributorId":68317,"corporation":false,"usgs":true,"family":"Hudson","given":"M.R.","email":"","affiliations":[],"preferred":false,"id":190016,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Obradovich, J. D.","contributorId":48966,"corporation":false,"usgs":true,"family":"Obradovich","given":"J.","middleInitial":"D.","affiliations":[],"preferred":false,"id":190015,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":23377,"text":"ofr96467 - 1996 - Hydraulic, geotechnical, geomorphic, and biologic data for the Cache River/Heron Pond area in southern Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:13","indexId":"ofr96467","displayToPublicDate":"1997-05-01T00:00:00","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":"96-467","title":"Hydraulic, geotechnical, geomorphic, and biologic data for the Cache River/Heron Pond area in southern Illinois","docAbstract":"Heron Pond, located in extreme southern Illinois, lies immediately adjacent to the upper Cache River. The upper Cache River is encroaching on Heron Pond, which has raised the issue of the possibility of a failure of the Heron Pond wall, the area between Heron Pond and the upper Cache River. Hydraulic, geotechnical, geomorphic, and biologic data were collected by the U.S. Geological Survey (USGS) in cooperation with the Illinois Department of Natural Resources, Office of Water Resources (IDNR/OWR) for use in designing a mitigation plan by the IDNR/OWR to prevent the failure of the Heron Pond wall. The river is sluggish during floods with velocities generally 1-2 feet per second. Biologic activity in the area have increased bank instability, which already is a problem because of saturated soils in the Heron Pond wall. In the area adjacent to the Heron Pond, the right descending bank of the upper Cache River receded 0.5 foot between September 21, 1995 and June 25, 1996. Comparisons between two surveys, 1958 and 1995, indicate that the channel near the discontinued USGS streamflow-gaging station near the Burlington Northern Railroad crossing has widened by more than 10 feet with less than 0.5 foot of incision.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr96467","issn":"0094-9140","usgsCitation":"Holmes, R.R., 1996, Hydraulic, geotechnical, geomorphic, and biologic data for the Cache River/Heron Pond area in southern Illinois: U.S. Geological Survey Open-File Report 96-467, iv, 21 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96467.","productDescription":"iv, 21 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":1711,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=OFR&number=96-467","linkFileType":{"id":5,"text":"html"}},{"id":156972,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0467/report-thumb.jpg"},{"id":52667,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0467/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696de1","contributors":{"authors":[{"text":"Holmes, Robert R. Jr. 0000-0002-5060-3999 bholmes@usgs.gov","orcid":"https://orcid.org/0000-0002-5060-3999","contributorId":1624,"corporation":false,"usgs":true,"family":"Holmes","given":"Robert","suffix":"Jr.","email":"bholmes@usgs.gov","middleInitial":"R.","affiliations":[{"id":502,"text":"Office of Surface Water","active":true,"usgs":true}],"preferred":false,"id":190004,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23382,"text":"ofr96593 - 1996 - A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan","interactions":[{"subject":{"id":23382,"text":"ofr96593 - 1996 - A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan","indexId":"ofr96593","publicationYear":"1996","noYear":false,"title":"A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan"},"predicate":"SUPERSEDED_BY","object":{"id":1906,"text":"wsp2437 - 1997 - A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan","indexId":"wsp2437","publicationYear":"1997","noYear":false,"title":"A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan"},"id":1}],"supersededBy":{"id":1906,"text":"wsp2437 - 1997 - A generalized estimate of ground-water-recharge rates in the Lower Peninsula of Michigan","indexId":"wsp2437","publicationYear":"1997","noYear":false,"title":"A generalized 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J. 0000-0001-5185-4928","orcid":"https://orcid.org/0000-0001-5185-4928","contributorId":102493,"corporation":false,"usgs":true,"family":"Holtschlag","given":"D. J.","affiliations":[],"preferred":false,"id":190009,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23346,"text":"ofr96559 - 1996 - Techniques for estimating monthly mean streamflow at gaged sites and monthly streamflow duration characteristics at ungaged sites in central Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:18","indexId":"ofr96559","displayToPublicDate":"1997-05-01T00:00:00","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":"96-559","title":"Techniques for estimating monthly mean streamflow at gaged sites and monthly streamflow duration characteristics at ungaged sites in central Nevada","docAbstract":"Techniques for estimating monthly mean streamflow at gaged sites and monthly streamflow duration characteristics at ungaged sites in central Nevada were developed using streamflow records at six gaged sites and basin physical and climatic characteristics. Streamflow data at gaged sites were related by regression techniques to concurrent flows at nearby gaging stations so that monthly mean streamflows for periods of missing or no record can be estimated for gaged sites in central Nevada. The standard error of estimate for relations at these sites ranged from 12 to 196 percent. Also, monthly streamflow data for selected percent exceedence levels were used in regression analyses with basin and climatic variables to determine relations for ungaged basins for annual and monthly percent exceedence levels. Analyses indicate that the drainage area and percent of drainage area at altitudes greater than 10,000 feet are the most significant variables. For the annual percent exceedence, the standard error of estimate of the relations for ungaged sites ranged from 51 to 96 percent and standard error of prediction for ungaged sites ranged from 96 to 249 percent. For the monthly percent exceedence values, the standard error of estimate of the relations ranged from 31 to 168 percent, and the standard error of prediction ranged from 115 to 3,124 percent. Reliability and limitations of the estimating methods are described.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr96559","issn":"0094-9140","usgsCitation":"Hess, G.W., and Bohman, L.R., 1996, Techniques for estimating monthly mean streamflow at gaged sites and monthly streamflow duration characteristics at ungaged sites in central Nevada: U.S. Geological Survey Open-File Report 96-559, iii, 15 p. :map ;28 cm., https://doi.org/10.3133/ofr96559.","productDescription":"iii, 15 p. :map ;28 cm.","costCenters":[],"links":[{"id":157349,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0559/report-thumb.jpg"},{"id":52645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0559/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c86","contributors":{"authors":[{"text":"Hess, G. W.","contributorId":43338,"corporation":false,"usgs":true,"family":"Hess","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":189944,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bohman, L. R.","contributorId":106518,"corporation":false,"usgs":true,"family":"Bohman","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":189945,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23363,"text":"ofr96362 - 1996 - Methods of analysis by the U.S. Geological Survey National Water Quality Laboratory-Preparation procedure for aquatic biological material determined for trace metals","interactions":[],"lastModifiedDate":"2021-05-28T17:17:01.145128","indexId":"ofr96362","displayToPublicDate":"1997-05-01T00:00:00","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":"96-362","title":"Methods of analysis by the U.S. Geological Survey National Water Quality Laboratory-Preparation procedure for aquatic biological material determined for trace metals","docAbstract":"A method for the chemical preparation of tissue samples that are subsequently analyzed for 22 trace metals is described. The tissue-preparation procedure was tested with three National Institute of Standards and Technology biological standard reference materials and two National Water Quality Laboratory homogenized biological materials. A low-temperature (85 degrees Celsius) nitric acid digestion followed by the careful addition of hydrogen peroxide (30-percent solution) is used to decompose the biological material. The solutions are evaporated to incipient dryness, reconstituted with 5 percent nitric acid, and filtered. After filtration the solutions were diluted to a known volume and analyzed by inductively coupled plasma-mass spectrometry (ICP-MS), inductively coupled plasma-atomic emission spectrometry (ICP-AES), and cold vapor-atomic absorption spectrophotometry (CV-AAS). Many of the metals were determined by both ICP-MS and ICP-AES. This report does not provide a detailed description of the instrumental procedures and conditions used with the three types of instrumentation for the quantitation of trace metals determined in this study. Statistical data regarding recovery, accuracy, and precision for individual trace metals determined in the biological material tested are summarized.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96362","usgsCitation":"Hoffman, G.L., 1996, Methods of analysis by the U.S. Geological Survey National Water Quality Laboratory-Preparation procedure for aquatic biological material determined for trace metals: U.S. Geological Survey Open-File Report 96-362, vii, 42 p., https://doi.org/10.3133/ofr96362.","productDescription":"vii, 42 p.","costCenters":[{"id":452,"text":"National Water Quality Laboratory","active":true,"usgs":true}],"links":[{"id":1709,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://nwql.usgs.gov/Public/pubs/OFR96-362/OFR96-362.html","linkFileType":{"id":5,"text":"html"}},{"id":156732,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0362/report-thumb.jpg"},{"id":52654,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0362/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62bb82","contributors":{"authors":[{"text":"Hoffman, Gerald L.","contributorId":89172,"corporation":false,"usgs":true,"family":"Hoffman","given":"Gerald","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":189978,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21695,"text":"ofr96331 - 1996 - Concentrations and transport of atrazine in the Delaware River-Perry Lake system, northeast Kansas, July 1993 through September 1995","interactions":[{"subject":{"id":21695,"text":"ofr96331 - 1996 - Concentrations and transport of atrazine in the Delaware River-Perry Lake system, northeast Kansas, July 1993 through September 1995","indexId":"ofr96331","publicationYear":"1996","noYear":false,"title":"Concentrations and transport of atrazine in the Delaware River-Perry Lake system, northeast Kansas, July 1993 through September 1995"},"predicate":"SUPERSEDED_BY","object":{"id":30,"text":"wsp2489 - 1997 - Concentrations and transport of atrazine in the Delaware River-Perry Lake system, northeast Kansas, July 1992 through September 1995","indexId":"wsp2489","publicationYear":"1997","noYear":false,"title":"Concentrations and transport of atrazine in the Delaware River-Perry Lake system, northeast Kansas, July 1992 through September 1995"},"id":1}],"supersededBy":{"id":30,"text":"wsp2489 - 1997 - Concentrations and transport of atrazine in the Delaware River-Perry Lake system, northeast Kansas, July 1992 through September 1995","indexId":"wsp2489","publicationYear":"1997","noYear":false,"title":"Concentrations and transport of atrazine in the Delaware River-Perry Lake system, northeast Kansas, July 1992 through September 1995"},"lastModifiedDate":"2021-03-05T19:29:14.71254","indexId":"ofr96331","displayToPublicDate":"1997-05-01T00:00:00","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":"96-331","title":"Concentrations and transport of atrazine in the Delaware River-Perry Lake system, northeast Kansas, July 1993 through September 1995","docAbstract":"<p> <span>A study of the distribution and transport of </span><span>atrazine in surface water in the 1,117 square-mile </span><span>Delaware River Basin in northeast Kansas was </span><span>conducted from July 1992 through September </span><span>1995. The purpose of this report is to present </span><span>information to assess the present (1992-95) con</span><span>ditions and possible future changes in the distri</span><span>bution and magnitude of atrazine concentrations, </span><span>loads, and yields spatially, temporally, and in rela</span><span>tion to hydrologic conditions and land-use </span><span>characteristics.</span></p><p><span>A network of 11 stream-monitoring and sam-ple-collection sites was established within the basin. Stream-water samples were collected during a wide range of hydrologic conditions throughout the study. Nearly 5,000 samples were analyzed by enzyme-linked immunosorbent assay (ELISA) for triazine herbicide concentrations. Daily mean triazine herbicide concentrations were calculated for all sampling sites and subsequently used to estimate daily mean atrazine concentrations with a linear-regression relation between ELISA-derived triazine concentrations and atrazine concentrations determined by gas chromatography/mass spectrometry for 141 dual-analyzed surface-water samples. </span></p><p><span>During May, June, and July, time-weighted, daily mean atrazine concentrations in streams in the Delaware River Basin commonly exceeded the value of the 3.0-μg/L (micrograms per liter) annual mean Maximum Contaminant Level (MCL) established by the U.S. Environmental Protection Agency for drinking-water supplies. Time-weighted, daily mean concentrations equal to or greater than 20 μg/L were not uncommon. However, most time-weighted, daily mean concentrations were less than 1.0 μg/L from August through April. </span></p><p><span>The largest time-weighted, monthly mean atrazine concentrations occurred during May, June, and July. Most monthly mean concentrations between August and April were less than 0.50 μg/L. Large differences were documented in monthly mean concentrations within the basin. Sites receiving runoff from the northern and northeastern parts of the Delaware River Basin had the largest monthly and annual mean atrazine concentrations.</span></p><p><span>Time-weighted, annual mean atrazine concen</span><span>trations did not exceed the MCL in water from </span><span>any sampling site for either the 1993 or 1994 crop </span><span>years (April—March); however, concentrations </span><span>were larger during 1994 than during 1993. Time-</span><span>weighted, annual mean concentrations in water </span><span>from among the 11 sampling sites during the 1993 </span><span>crop year ranged from 0.27 to 1.5 μg/L and from </span><span>0.36 to 2.8 μg/L during the 1994 crop year. Fur</span><span>thermore, concentrations in samples from the out-</span><span>flow of Perry Lake were larger during the first </span><span>6 months of the 1995 crop year than during the </span><span>previous year.</span></p><p><span>Flow-weighted, annual mean atrazine concentrations were larger than time-weighted, annual mean concentrations in water from all sampling sites upstream of Perry Lake, and samples from several sites had concentrations that were substantially larger than the MCL. This difference explained why time-weighted, annual mean concentrations in the outflow of Perry Lake were larger than corresponding time-weighted concentrations in water from sampling sites upstream of Perry Lake. Flow-weighted, annual mean concentrations in water from among the 11 sampling sites during the 1993 crop year ranged from 1.0 to 4.4 and from 1.0 to 8.9 μg/L during the 1994 crop year.</span></p><p><span>Statistically </span><span>significant linear-regression equa</span><span>tions were identified relating the percentage of </span><span>subbasin in cropland to time- and flow-weighted, </span><span>average annual mean atrazine concentrations. The </span><span>relations indicate that time-weighted, average </span><span>annual mean atrazine concentrations may not </span><span>exceed the MCL in water from subbasins with at </span><span>least about 70-percent cropland. However, flow-</span><span>weighted, average annual mean atrazine concen</span><span>trations may </span><span>exceed the </span><span>MCL when the percent-</span><span>age of cropland is greater than about 40 percent.</span></p><p><span>Approximately 90 percent of the annual atrazine load is transported from May through July. Atrazine loads and yields were larger during the 1993 crop year than during the 1994 crop year because of much greater runoff in 1993. Yields at sampling sites upstream of Perry Lake ranged from 2.4 to 17 lb/mi2 (pounds per square mile) during the 1993 crop year and from 0.29 to 4.4 lb/mi2 during the 1994 crop year. Loads and yields were largest at sampling sites receiving runoff from the northern and northeastern parts of the Delaware River Basin. A statistically significant linear-regression equation was identified relating percentage of subbasin in cropland to atrazine yields. </span></p><p><span>About 283,000 lb (pounds) of atrazine are applied each year in the Delaware River Basin. Annual atrazine loads (5,200 and 2,000 lb), yields (4.7 and 1.8 lb/mi2), and transport ratios (1.8 and 0.7 percent) were estimated for the entire Delaware River Basin for the 1993 and 1994 crop years, respectively. Differences between the 1993 and 1994 crop years are the result of differences in rainfall amounds and subsequent runoff volumes. </span></p><p><br data-mce-bogus=\"1\"></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr96331","issn":"0566-8174","usgsCitation":"Pope, L.M., Brewer, L., Foley, G., and Morgan, S., 1996, Concentrations and transport of atrazine in the Delaware River-Perry Lake system, northeast Kansas, July 1993 through September 1995: U.S. Geological Survey Open-File Report 96-331, vi, 142 p., https://doi.org/10.3133/ofr96331.","productDescription":"vi, 142 p.","costCenters":[],"links":[{"id":152889,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0331/report-thumb.jpg"},{"id":384152,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0331/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","otherGeospatial":"Delaware River, Perry Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.64697265625,\n              39.095962936305476\n            ],\n            [\n              -95.2734375,\n              39.095962936305476\n            ],\n            [\n              -95.2734375,\n              39.35978526869001\n            ],\n            [\n              -95.64697265625,\n              39.35978526869001\n            ],\n            [\n              -95.64697265625,\n              39.095962936305476\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a545d","contributors":{"authors":[{"text":"Pope, L. M.","contributorId":71939,"corporation":false,"usgs":true,"family":"Pope","given":"L.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":185287,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brewer, L.D.","contributorId":97513,"corporation":false,"usgs":true,"family":"Brewer","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":185288,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Foley, G.A.","contributorId":62233,"corporation":false,"usgs":true,"family":"Foley","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":185286,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Morgan, S.C.","contributorId":23966,"corporation":false,"usgs":true,"family":"Morgan","given":"S.C.","email":"","affiliations":[],"preferred":false,"id":185285,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26641,"text":"wri964237 - 1996 - Simulation of water level, streamflow, and mass transport for the Cooper and Wando rivers near Charleston, South Carolina, 1992-95","interactions":[],"lastModifiedDate":"2017-01-27T13:51:53","indexId":"wri964237","displayToPublicDate":"1997-05-01T00:00:00","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":"96-4237","title":"Simulation of water level, streamflow, and mass transport for the Cooper and Wando rivers near Charleston, South Carolina, 1992-95","docAbstract":"The one-dimensional, unsteady-flow model, BRANCH, and the Branched Lagrangian Transport Model (BLTM) were calibrated and validated for the Cooper and Wando Rivers near Charleston, South Carolina. Data used to calibrate the BRANCH model included water-level data at four locations on the Cooper River and two locations on the Wando River, measured tidal-cycle streamflows at five locations on the Wando River, and simulated tidal-cycle streamflows (using an existing validated BRANCH model of the Cooper River) for four locations on the Cooper River. The BRANCH model was used to generate the necessary hydraulic data used in the BLTM model. The BLTM model was calibrated and validated using time series of salinity concentrations at two locations on the Cooper River and at two locations on the Wando River. Successful calibration and validation of the BRANCH and BLTM models to water levels, stream flows, and salinity were achieved after applying a positive 0.45 foot datum correction to the downstream boundary. The sensitivity of the simulated salinity concentrations to changes in the downstream gage datum, channel geometry, and roughness coefficient in the BRANCH model, and to the dispersion factor in the BLTM model was evaluated. The simulated salinity concentrations were most sensitive to changes in the downstream gage datum. A decrease of 0.5 feet in the downstream gage datum increased the simulated 3-day mean salinity concentration by 107 percent (12.7 to 26.3 parts per thousand). The range of the salinity concentration went from a tidal oscillation with a standard deviation of 3.9 parts per thousand to a nearly constant concentration with a standard deviation of 0.0 parts per thousand. An increase in the downstream gage datum decreased the simulated 3-day mean salinity concentration by 47 percent (12.7 to 6.7 parts per thousand) and decreased the standard deviation from 3.9 to 3.4 parts per thousand.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/wri964237","usgsCitation":"Conrads, P., and Smith, P., 1996, Simulation of water level, streamflow, and mass transport for the Cooper and Wando rivers near Charleston, South Carolina, 1992-95: U.S. Geological Survey Water-Resources Investigations Report 96-4237, vi, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri964237.","productDescription":"vi, 51 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f1cb6","contributors":{"authors":[{"text":"Conrads, P.A.","contributorId":57493,"corporation":false,"usgs":true,"family":"Conrads","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":196755,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, P.A.","contributorId":86795,"corporation":false,"usgs":true,"family":"Smith","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":196756,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":21993,"text":"ofr96708 - 1996 - Organic carbon, hydrogen, and nitrogen concentrations in surficial sediments from western Long Island Sound, Connecticut and New York","interactions":[],"lastModifiedDate":"2012-02-02T00:07:49","indexId":"ofr96708","displayToPublicDate":"1997-05-01T00:00:00","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":"96-708","title":"Organic carbon, hydrogen, and nitrogen concentrations in surficial sediments from western Long Island Sound, Connecticut and New York","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr96708","issn":"0094-9140","usgsCitation":"Poppe, L., Zajac, R., Lewis, R.S., Mlodzinska, Z., Pratt, S., Taylor, B., and DiGiacomo-Cohen, M., 1996, Organic carbon, hydrogen, and nitrogen concentrations in surficial sediments from western Long Island Sound, Connecticut and New York: U.S. Geological Survey Open-File Report 96-708, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr96708.","productDescription":"20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":153789,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1996/0708/report-thumb.jpg"},{"id":51462,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1996/0708/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae7e4b07f02db68be13","contributors":{"authors":[{"text":"Poppe, L. J.","contributorId":72782,"corporation":false,"usgs":true,"family":"Poppe","given":"L.","middleInitial":"J.","affiliations":[],"preferred":false,"id":186583,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zajac, R.N.","contributorId":38182,"corporation":false,"usgs":true,"family":"Zajac","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":186579,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lewis, R. S.","contributorId":19951,"corporation":false,"usgs":true,"family":"Lewis","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":186578,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mlodzinska, Z.J.","contributorId":97136,"corporation":false,"usgs":true,"family":"Mlodzinska","given":"Z.J.","email":"","affiliations":[],"preferred":false,"id":186584,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Pratt, S.E.","contributorId":56674,"corporation":false,"usgs":true,"family":"Pratt","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":186582,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Taylor, B.B.","contributorId":53394,"corporation":false,"usgs":true,"family":"Taylor","given":"B.B.","email":"","affiliations":[],"preferred":false,"id":186580,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"DiGiacomo-Cohen, M. L.","contributorId":55465,"corporation":false,"usgs":true,"family":"DiGiacomo-Cohen","given":"M. L.","affiliations":[],"preferred":false,"id":186581,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":29683,"text":"wri964238 - 1996 - Water Budget for the Lahaina District, Island of Maui, Hawaii","interactions":[],"lastModifiedDate":"2012-03-08T17:16:15","indexId":"wri964238","displayToPublicDate":"1997-05-01T00:00:00","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":"96-4238","title":"Water Budget for the Lahaina District, Island of Maui, Hawaii","docAbstract":"Ground-water recharge is estimated as the residual component of a monthly water budget calculated using long-term average rainfall, streamflow, irrigation, pan-evaporation data, and soil characteristics. The water-budget components are defined seasonally, through the use of monthly data, and spatially by topographic and geologic areas, through the use of a geographic information system model.\r\n\r\nThe long-term average ground-water recharge for the Lahaina District was estimated for three scenarios using 1923-78 land-use and irrigation data, 1986-93 land-use and irrigation data, and natural conditions. The average annual ground-water recharge rate for 1923-78 conditions is 190 million gallons per day, which is 45 percent of the sum of rainfall and irrigation. The recharge rate for 1986-93 conditions is 163 million gallons per day, which is 42 percent of rainfall plus irrigation. The recharge rate for natural conditions is 145 million gallons per day, which is 44 percent of rainfall.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri964238","usgsCitation":"Shade, P.J., 1996, Water Budget for the Lahaina District, Island of Maui, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 96-4238, iv, 27 p., https://doi.org/10.3133/wri964238.","productDescription":"iv, 27 p.","costCenters":[{"id":525,"text":"Pacific Islands Water Science Center","active":true,"usgs":true}],"links":[{"id":160145,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4238/report-thumb.jpg"},{"id":58511,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd43e","contributors":{"authors":[{"text":"Shade, Patricia J.","contributorId":30618,"corporation":false,"usgs":true,"family":"Shade","given":"Patricia","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201947,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30411,"text":"wri954214 - 1996 - Sedimentation survey of Lago Dos Bocas, Puerto Rico, August 1994","interactions":[],"lastModifiedDate":"2018-10-16T08:45:48","indexId":"wri954214","displayToPublicDate":"1997-05-01T00:00:00","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":"95-4214","title":"Sedimentation survey of Lago Dos Bocas, Puerto Rico, August 1994","docAbstract":"<p>Sedimentation has reduced the storage capacity of Lago Dos Bocas by approximately 43 percent over the last 52 years from 37.5 million cubic meters in 1942 to 21.3 million cubic meters in 1994. If the calculated long term sedimentation rate of 311,000 cubic meters per year remains unchanged, the water-supply storage capacity of the reservoir will be exhausted by the year 2062. Sedimentation in the reservoir has not been uniform. Three tributaries flow into the lake: the Rio Grande de Arecibo, the Rio Caonillas, and the Rio Limon. The Rio Grande de Arecibo has the largest drainage basin and was determined to deliver more sediment to the reservoir than the other two tributaries combined. Only minor amounts of sediment have deposited in the Rio Caonillas branch of the reservoir indicating that Lago Caonillas, located immediately upstream, could be the major sediment repository along the Rio Caonillas tributary. Excluding the Lago Caonillas drainage basin, the long-term sediment yield of the Rio Grande de Arecibo drainage basin is approximately one million kilograms per square kilometer per year. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri954214","collaboration":"Prepared in cooperation with the Puerto Rico Aqueduct and Sewer Authority","usgsCitation":"Webb, R., and Gómez-Gómez, F., 1996, Sedimentation survey of Lago Dos Bocas, Puerto Rico, August 1994: U.S. Geological Survey Water-Resources Investigations Report 95-4214, Report: v, 20 p.; 3 Plates: 25.00 x 30.33 inches or smaller, https://doi.org/10.3133/wri954214.","productDescription":"Report: v, 20 p.; 3 Plates: 25.00 x 30.33 inches or smaller","costCenters":[],"links":[{"id":59181,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4214/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":358317,"rank":5,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1995/4214/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159731,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1995/4214/report-thumb.jpg"},{"id":59179,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4214/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59180,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1995/4214/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"state":"Puerto Rico","otherGeospatial":"Lagos Dos Bocas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": 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T. 0000-0001-9531-2207","orcid":"https://orcid.org/0000-0001-9531-2207","contributorId":35772,"corporation":false,"usgs":true,"family":"Webb","given":"Richard M. T.","affiliations":[],"preferred":false,"id":203204,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":203203,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30532,"text":"wri964122 - 1996 - Use of dye tracing in water-resources investigations in Wyoming, 1967-94","interactions":[],"lastModifiedDate":"2012-02-02T00:09:12","indexId":"wri964122","displayToPublicDate":"1997-05-01T00:00:00","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":"96-4122","title":"Use of dye tracing in water-resources investigations in Wyoming, 1967-94","docAbstract":"During 1967-94, the U.S. Geological Survey made numerous applications of dye tracing for water-resources investigations in Wyoming. Many of the dye tests were done in cooperation with other agencies. Results of all applications, including some previously unpublished, are described. A chronology of past applications in Wyoming and a discussion of potential future applications are included. Time-of-travel and dispersion measurements were made in a 113-mile reach of the Wind/Bighorn River below Boysen Dam; a 117-mile reach of the Green River upstream from Fontenelle Reservoir and a 70-mile reach downstream; parts of four tributaries to the Green (East Fork River, 39 miles; Big Sandy River, 112 miles; Horse Creek, 14 miles; and Blacks Fork, 14 miles); a 75-mile reach of the Little Snake River along the Wyoming-Colorado State line; and a 95-mile reach of the North Platte River downstream from Casper. Reaeration measurements were made during one of the time-of-travel measurements in the North Platte River. Sixty-eight dye-dilution measurements of stream discharge were made at 22 different sites. These included 17 measurements for verifying the stage-discharge relations for streamflow-gaging stations on North and South Brush Creeks near Saratoga, and total of 29 discharge measurements at 12 new stations at remote sites on steep, rough mountain streams crossing limestone outcrops in northeastern Wyoming. The largest discharge measured by dye tracing was 2,300 cubic feet per second. In karst terrane, four losing streams-North Fork Powder River, North Fork Crazy Woman Creek, Little Tongue River, and Smith Creek-were dye-tested. In the Middle Popo Agie River, a sinking stream in Sinks Canyon State Park, a dye test verified the connection of the sink (Sinks of Lander Cave) to the rise, where flow in the stream resumes.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/wri964122","usgsCitation":"Wilson, J.F., and Rankl, J., 1996, Use of dye tracing in water-resources investigations in Wyoming, 1967-94: U.S. Geological Survey Water-Resources Investigations Report 96-4122, vi, 64 p. :ill, maps ;28 cm., https://doi.org/10.3133/wri964122.","productDescription":"vi, 64 p. :ill, maps ;28 cm.","costCenters":[],"links":[{"id":161208,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4122/report-thumb.jpg"},{"id":59309,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4122/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e487ee4b07f02db514c07","contributors":{"authors":[{"text":"Wilson, J. F. Jr.","contributorId":99541,"corporation":false,"usgs":true,"family":"Wilson","given":"J.","suffix":"Jr.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":203413,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rankl, J.G.","contributorId":107733,"corporation":false,"usgs":true,"family":"Rankl","given":"J.G.","affiliations":[],"preferred":false,"id":203414,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":32026,"text":"ofr96595 - 1996 - Potentiometric surfaces of the intermediate aquifer system, west-central Florida, May 1996","interactions":[],"lastModifiedDate":"2021-11-18T20:10:14.559713","indexId":"ofr96595","displayToPublicDate":"1997-05-01T00:00:00","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":"96-595","title":"Potentiometric surfaces of the intermediate aquifer system, west-central Florida, May 1996","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr96595","usgsCitation":"Mattie, J.A., Metz, P.A., and Torres, A.E., 1996, Potentiometric surfaces of the intermediate aquifer system, west-central Florida, May 1996: U.S. Geological Survey Open-File Report 96-595, 1 Plate: 24.38 × 31.51 inches, https://doi.org/10.3133/ofr96595.","productDescription":"1 Plate: 24.38 × 31.51 inches","costCenters":[],"links":[{"id":161044,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":391879,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_19398.htm"},{"id":60182,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1996/0595/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83,\n              26.5\n            ],\n            [\n              -81.25,\n              26.5\n            ],\n            [\n              -81.25,\n              28.25\n            ],\n            [\n              -83,\n              28.25\n            ],\n            [\n              -83,\n              26.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682eb1","contributors":{"authors":[{"text":"Mattie, J. A.","contributorId":86392,"corporation":false,"usgs":true,"family":"Mattie","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":207483,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Metz, P. A.","contributorId":68706,"corporation":false,"usgs":true,"family":"Metz","given":"P.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":207482,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Torres, A. E.","contributorId":94350,"corporation":false,"usgs":true,"family":"Torres","given":"A.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":207484,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":32001,"text":"ofr96287 - 1996 - Aeromagnetic map of the Long Beach 1:100,000 scale-quadrangle, California","interactions":[],"lastModifiedDate":"2012-02-02T00:09:10","indexId":"ofr96287","displayToPublicDate":"1997-05-01T00:00:00","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":"96-287","title":"Aeromagnetic map of the Long Beach 1:100,000 scale-quadrangle, California","language":"ENGLISH","doi":"10.3133/ofr96287","usgsCitation":"Langenheim, V., and Jachens, R., 1996, Aeromagnetic map of the Long Beach 1:100,000 scale-quadrangle, California: U.S. Geological Survey Open-File Report 96-287, 1 over-size sheet, scale 1:100,000 (1 inch = about 1.6 miles). , https://doi.org/10.3133/ofr96287.","productDescription":"1 over-size sheet, scale 1:100,000 (1 inch = about 1.6 miles). ","costCenters":[],"links":[{"id":160684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":60157,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1996/0287/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691ebe","contributors":{"authors":[{"text":"Langenheim, V.E. 0000-0003-2170-5213","orcid":"https://orcid.org/0000-0003-2170-5213","contributorId":54956,"corporation":false,"usgs":true,"family":"Langenheim","given":"V.E.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":false,"id":207428,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jachens, R.C.","contributorId":55433,"corporation":false,"usgs":true,"family":"Jachens","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":207429,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":32025,"text":"ofr96594 - 1996 - Potentiometric surface of the Upper Floridan Aquifer, west-central Florida, May 1996","interactions":[],"lastModifiedDate":"2012-02-02T00:09:10","indexId":"ofr96594","displayToPublicDate":"1997-05-01T00:00:00","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":"96-594","title":"Potentiometric surface of the Upper Floridan Aquifer, west-central Florida, May 1996","language":"ENGLISH","doi":"10.3133/ofr96594","usgsCitation":"Mattie, J.A., Metz, P.A., and Torres, A.E., 1996, Potentiometric surface of the Upper Floridan Aquifer, west-central Florida, May 1996: U.S. Geological Survey Open-File Report 96-594, 1 over-size sheet. , https://doi.org/10.3133/ofr96594.","productDescription":"1 over-size sheet. ","costCenters":[],"links":[{"id":161043,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":60181,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1996/0594/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682f0e","contributors":{"authors":[{"text":"Mattie, J. A.","contributorId":86392,"corporation":false,"usgs":true,"family":"Mattie","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":207480,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Metz, P. A.","contributorId":68706,"corporation":false,"usgs":true,"family":"Metz","given":"P.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":207479,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Torres, A. E.","contributorId":94350,"corporation":false,"usgs":true,"family":"Torres","given":"A.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":207481,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27489,"text":"wri964257 - 1996 - Hydrogeology and geochemistry of acid mine drainage in ground water in the vicinity of Penn Mine and Camanche Reservoir, Calaveras County, California: Second-year summary, 1992-93","interactions":[],"lastModifiedDate":"2019-12-07T10:03:13","indexId":"wri964257","displayToPublicDate":"1997-05-01T00:00:00","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":"96-4257","title":"Hydrogeology and geochemistry of acid mine drainage in ground water in the vicinity of Penn Mine and Camanche Reservoir, Calaveras County, California: Second-year summary, 1992-93","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri964257","collaboration":"Prepared in cooperation with the California State Water Resources Control Board and the East Bay Municipal Utility District","usgsCitation":"Hamlin, S.N., and Alpers, C.N., 1996, Hydrogeology and geochemistry of acid mine drainage in ground water in the vicinity of Penn Mine and Camanche Reservoir, Calaveras County, California: Second-year summary, 1992-93: U.S. Geological Survey Water-Resources Investigations Report 96-4257, v, 44 p. , https://doi.org/10.3133/wri964257.","productDescription":"v, 44 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":14633,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1996/4257/","linkFileType":{"id":5,"text":"html"}},{"id":119794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_96_4257.bmp"}],"country":"United States","state":"California","county":"Calaveras 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Scott N.","contributorId":27040,"corporation":false,"usgs":true,"family":"Hamlin","given":"Scott","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":198206,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alpers, Charles N. 0000-0001-6945-7365 cnalpers@usgs.gov","orcid":"https://orcid.org/0000-0001-6945-7365","contributorId":411,"corporation":false,"usgs":true,"family":"Alpers","given":"Charles","email":"cnalpers@usgs.gov","middleInitial":"N.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":198205,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28277,"text":"wri964224 - 1996 - Nitrate and ammonia in shallow ground water, Carson City urban area, Nevada, 1989","interactions":[],"lastModifiedDate":"2019-05-16T08:18:06","indexId":"wri964224","displayToPublicDate":"1997-05-01T00:00:00","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":"96-4224","title":"Nitrate and ammonia in shallow ground water, Carson City urban area, Nevada, 1989","docAbstract":"<p>As part of the National Water-Quality Assessment program (NAWQA) of the U.S. Geological Survey, a network of 26 wells at 20 sites was established in 1989 to investigate the quality of shallow ground water beneath the oldest and most developed part of the Carson City urban area. Nitrate was detected in water samples from 16 of the sites. The nitrate, as nitrogen, concentration was between 0.1 and 3.0 mg/L (milligrams per liter) at four sites, greater than 3.0 mg/L but less than 10 mg/L at six sites, and 10 mg/L, the Nevada drinking-water standard, or greater, at six sites; the highest concentration measured during the study was 38 mg/L. Ammonia, as nitrogen, concentrations exceeded 0.15 mg/L at 2 of the 20 sites; the highest concentration detected during the study was 0.26 mg/L. Nitrate concentrations were positively correlated with dissolved-oxygen concentrations, and negatively correlated with ammonia, dissolved-iron, and dissolved-manganese concentrations. Ammonia concentrations were positively correlated with calcium, magnesium, potassium, bicarbonate, iron, manganese, strontium, and dissolved organic carbon concentrations, and were negatively correlated with nitrate and dissolved-oxygen concentrations. Principal components analysis identified five groups of water quality constituents that suggest that the ammonia or nitrate source might be nitrogen-based fertilizers, septic systems, or leaking municipal sewer lines, and that nitrification and denitrification, or nitrate reduction, control nitrate and ammonia concentrations as well as dissolved-oxygen, iron, and manganese concentrations in the shallow ground water beneath the Carson City urban area.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri964224","collaboration":"A product of the National Water-Quality Assessment Program -- Carson River Basin, Nevada and California","usgsCitation":"Lawrence, S.J., 1996, Nitrate and ammonia in shallow ground water, Carson City urban area, Nevada, 1989: U.S. Geological Survey Water-Resources Investigations Report 96-4224, iv, 53 p., https://doi.org/10.3133/wri964224.","productDescription":"iv, 53 p.","costCenters":[],"links":[{"id":57097,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4224/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119612,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4224/report-thumb.jpg"}],"country":"United States","state":"Nevada","city":"Carson City","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.89791870117186,\n              39.04051963289309\n            ],\n            [\n              -119.61502075195311,\n              39.04051963289309\n            ],\n            [\n              -119.61502075195311,\n              39.23278500746929\n            ],\n            [\n              -119.89791870117186,\n              39.23278500746929\n            ],\n            [\n              -119.89791870117186,\n              39.04051963289309\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697426","contributors":{"authors":[{"text":"Lawrence, Stephen J. slawrenc@usgs.gov","contributorId":1885,"corporation":false,"usgs":true,"family":"Lawrence","given":"Stephen","email":"slawrenc@usgs.gov","middleInitial":"J.","affiliations":[{"id":316,"text":"Georgia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":199517,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28072,"text":"wri964164 - 1996 - Assessment of the fresh- and brackish-water resources underlying Dunedin and adjacent areas of northern Pinellas County, Florida","interactions":[],"lastModifiedDate":"2022-01-21T20:33:34.148393","indexId":"wri964164","displayToPublicDate":"1997-05-01T00:00:00","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":"96-4164","title":"Assessment of the fresh- and brackish-water resources underlying Dunedin and adjacent areas of northern Pinellas County, Florida","docAbstract":"The city of Dunedin is enhancing their potable ground-water resources through desalination of brackish ground water. An assessment of the fresh- and brackish-water resources in the Upper Floridan aquifer was needed to estimate the changes that may result from brackish-water development. The complex hydrogeologic framework underlying Dunedin and adjacent areas of northern Pinellas County is conceptualized as a multilayered sequence of permeable zones and confining and semiconfining units. The permeable zones contain vertically spaced, discrete, water-producing zones with differing water quality. Water levels, water-level responses, and water quality are highly variable among the different permeable zones. The Upper Floridan aquifer is best characterized as a local flow system in most of northern Pinellas County. Pumping from the Dunedin well field is probably not influencing water levels in the aquifer outside Dunedin, but has resulted in localized depressions in the potentiometric surface surrounding production-well clusters. The complex geologic layering combined with the effects of production-well distribution probably contribute to the spatial and temporal variability in chloride concentrations in the Dunedin well field. Chloride concentrations in ground water underlying the Dunedin well field vary both vertically and laterally. In general, water-quality rapidly changes below depths of 400 feet below sea level. Additionally, randomly distributed water-producing zones with higher chloride concentrations may occur at shallow, discrete intervals above 400 feet. A relation between chloride concentration and distance from St. Joseph Sound is not apparent; however, a possible relation exists between chloride concentration and production-well density. Chloride-concentration data from production wells show a consistently increasing pattern that has accelerated since the late 1980's. Chloride-concentration data from 15 observation wells show increasing trends for 6 wells, decreasing trends for 3 wells, and no trend for 6 wells. The current and future, fresh- and brackish-water resources were evaluated using a numerical ground-water flow and solute-transport model. Simulation results indicate that the hydraulic conductivity of the uppermost permeable zone (upper zone A) of the Upper Floridan aquifer is four times greater than the two underlying permeable zones (lower zone A and zone B). The simulated hydraulic conduc- tivities of the semiconfining units are four orders of magnitude less than the permeable zones. Simulation results show the importance of semiconfining units as a mechanism for retarding the vertical movement of higher salinity ground water. Simulation results indicate that pumping from the brackish-water zone does not negatively influence the chloride-concentration trends in the overlying fresh-water zone; however, chloride changes in the fresh-water zone will continue to occur due to the continuation of current fresh-water withdrawals. Chloride changes in the brackish-water zone will occur from pumping brackish water.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri964164","usgsCitation":"Knochenmus, L.A., and Swenson, E.S., 1996, Assessment of the fresh- and brackish-water resources underlying Dunedin and adjacent areas of northern Pinellas County, Florida: U.S. Geological Survey Water-Resources Investigations Report 96-4164, vi, 47 p., https://doi.org/10.3133/wri964164.","productDescription":"vi, 47 p.","costCenters":[],"links":[{"id":394691,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48508.htm"},{"id":56896,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4164/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124973,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4164/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Pinellas County","city":"Dunedin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.8167,\n              27.9\n            ],\n            [\n              -82.65,\n              27.9\n            ],\n            [\n              -82.65,\n              28.0667\n            ],\n            [\n              -82.8167,\n              28.0667\n            ],\n            [\n              -82.8167,\n              27.9\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671d29","contributors":{"authors":[{"text":"Knochenmus, L. A.","contributorId":60683,"corporation":false,"usgs":true,"family":"Knochenmus","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199174,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swenson, E. S.","contributorId":31795,"corporation":false,"usgs":true,"family":"Swenson","given":"E.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":199173,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26687,"text":"wri964232 - 1996 - Fishes of the White River basin, Indiana","interactions":[],"lastModifiedDate":"2016-08-17T09:46:08","indexId":"wri964232","displayToPublicDate":"1997-05-01T00:00:00","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":"96-4232","title":"Fishes of the White River basin, Indiana","docAbstract":"<p>Since 1875, researchers have reported 158 species of fish belonging to 25 families in the White River Basin. Of these species, 6 have not been reported since 1900 and 10 have not been reported since 1943. Since the 1820's, fish communities in the White River Basin have been affected by the alteration of stream habitat, overfishing, the introduction of non-native species, agriculture, and urbanization. Erosion resulting from conversion of forest land to cropland in the 1800's led to siltation of streambeds and resulted in the loss of some silt-sensitive species. In the early 1900's, the water quality of the White River was seriously degraded for 100 miles by untreated sewage from the City of Indianapolis. During the last 25 years, water quality in the basin has improved because of efforts to control water pollution. Fish communities in the basin have responded favorably to the improved water quality.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri964232","usgsCitation":"Crawford, C.G., Lydy, M.J., and Frey, J.W., 1996, Fishes of the White River basin, Indiana: U.S. Geological Survey Water-Resources Investigations Report 96-4232, 8 p., https://doi.org/10.3133/wri964232.","productDescription":"8 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":55550,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4232/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4232/report-thumb.jpg"}],"country":"United States","state":"Indiana","otherGeospatial":"White River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      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cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":196829,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lydy, Michael J. 0000-0003-1633-2109","orcid":"https://orcid.org/0000-0003-1633-2109","contributorId":75969,"corporation":false,"usgs":true,"family":"Lydy","given":"Michael","email":"","middleInitial":"J.","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":false,"id":196830,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Frey, Jeffrey W. 0000-0002-3453-5009 jwfrey@usgs.gov","orcid":"https://orcid.org/0000-0002-3453-5009","contributorId":487,"corporation":false,"usgs":true,"family":"Frey","given":"Jeffrey","email":"jwfrey@usgs.gov","middleInitial":"W.","affiliations":[{"id":27231,"text":"Indiana-Kentucky Water Science Center","active":true,"usgs":true},{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true},{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"preferred":true,"id":196831,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26739,"text":"wri964220 - 1996 - Ground-water recharge to the regolith-fractured crystalline rock aquifer system, Orange County, North Carolina","interactions":[],"lastModifiedDate":"2017-01-27T13:46:42","indexId":"wri964220","displayToPublicDate":"1997-05-01T00:00:00","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":"96-4220","title":"Ground-water recharge to the regolith-fractured crystalline rock aquifer system, Orange County, North Carolina","docAbstract":"Quantitative information concerning recharge rates to aquifers and ground water in storage is needed to manage the development of ground-water resources. The amount of ground water available from the regolith-fractured crystalline rock aquifer system in Orange County, North Carolina, is largely unknown. If historical patterns seen throughout the Piedmont continue into the future, the number of ground-water users in the county can be expected to increase. In order to determine the maximum population that can be supplied by ground water, planners and managers of suburban development must know the amount of ground water that can be withdrawn without exceeding recharge and(or) overdrafting water in long-term storage. Results of the study described in this report help provide this information. Estimates of seasonal and long-term recharge rates were estimated for 12 selected drainage basins and subbasins using streamflow data and an analytical technique known as hydrograph separation. Methods for determining the quality of ground water in storage also are described. \r\n\r\nOrange County covers approximately 401 square miles in the eastern part of the Piedmont Province. The population of the county in 1990 was about 93,850; approximately 41 percent of the population depends on ground water as a source of potable supplies. Ground water is obtained from wells tapping the regolith-fractured crystalline rock aquifer system that underlies most of the county. Ground water also is obtained from Triassic age sedimentary rocks that occur in a small area in southeastern Orange County. \r\n\r\nUnder natural conditions, recharge to the county's ground-water system is derived from the infiltration of precipitation. Ground-water recharge from precipitation cannot be measured directly; however, an estimate of the amount of precipitation that infiltrates into the ground and ultimately reaches the streams of the region can be determined by the technique of hydrograph separation. Data from 17 gaging stations that measure streamflow within or from Orange County were analyzed to produce daily estimates of ground-water recharge in 12 drainage basins and subbasins in the county. The recharge estimates were further analyzed to determine seasonal and long-term recharge rates, as well as recharge duration statistics. \r\n\r\nMean annual recharge in the 12 basins and subbasins ranges from 4.15 to 6.40 inches per year, with a mean value of 4.90 inches per year for all basins. In general, recharge rates are highest for basins along a north- south zone extending down the center of the county, and lowest in the western and southeastern parts of the county. Median recharge rates in the 12 basins range from 1.08 inches per year (80.7 gallons per day per acre) to 4.97 inches per year (370 gallons per day per acre), with a median value of 3.06 inches per year (228 gallons per day per acre) for all basins. \r\n\r\nRecharge estimates for the Morgan Creek Basin upstream from White Cross and upstream from Chapel Hill are higher than any other basin or subbasin in Orange County. Ground water also constitutes a higher percentage of total streamflow in Morgan Creek (44.4 percent upstream from White Cross; 47.9 percent upstream from Chapel Hill) than in any other stream in the county. Greater topographic relief and depth of channel incision may explain the high recharge estimates (base-flow rates) in the Morgan Creek Basin. The presence of large areas of regolith derived from the metaigneous, felsic hydrogeologic unit may magnify the effects of topographic relief and channel incision. Base flow in the New Hope River subbasin, as a percentage of total streamflow, at 32.2 percent, is the lowest of the 12 basins and subbasins. Much of the New Hope River subbasin is underlain by the Triassic sedimentary rock hydrogeologic unit that occurs within a rift basin of Triassic age. These data suggest that in areas underlain by Triassic sedimentary rock, there is less recharge to the ground-water syst","language":"ENGLISH","doi":"10.3133/wri964220","usgsCitation":"Daniel, C.C., 1996, Ground-water recharge to the regolith-fractured crystalline rock aquifer system, Orange County, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 96-4220, vi, 59 p. :ill. ;28 cm., https://doi.org/10.3133/wri964220.","productDescription":"vi, 59 p. :ill. ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":118696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4220/report-thumb.jpg"},{"id":55618,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4220/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","county":"Orange County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.71307373046874,\n              35.67068501330236\n            ],\n            [\n              -83.71307373046874,\n              35.67068501330236\n            ],\n            [\n              -83.7103271484375,\n              35.67068501330236\n            ],\n            [\n              -83.7103271484375,\n              35.67068501330236\n            ],\n            [\n              -83.71307373046874,\n              35.67068501330236\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -79.60693359375,\n              34.867904962568716\n            ],\n            [\n              -79.60693359375,\n              36.43896124085945\n            ],\n            [\n              -77.9150390625,\n              36.43896124085945\n            ],\n            [\n              -77.9150390625,\n              34.867904962568716\n            ],\n            [\n              -79.60693359375,\n              34.867904962568716\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66711d","contributors":{"authors":[{"text":"Daniel, C. C. III","contributorId":71953,"corporation":false,"usgs":true,"family":"Daniel","given":"C.","suffix":"III","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196917,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6777,"text":"fs21796 - 1996 - Water-quality trends using sediment cores from White Rock Lake, Dallas, Texas","interactions":[],"lastModifiedDate":"2016-08-17T18:08:53","indexId":"fs21796","displayToPublicDate":"1997-04-01T00:00:00","publicationYear":"1996","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":"217-96","title":"Water-quality trends using sediment cores from White Rock Lake, Dallas, Texas","docAbstract":"<p>The U.S. Geological Survey National Water-Quality Assessment (NAWQA) Program has three objectives, one of which is \"to define trends (or lack of trends) in water quality\" (Leahy and others, 1990). Water-quality trends are of interest for at least three reasons: First, trends can improve our understanding of the influence of human activities on water-quality conditions; second, trends can indicate the effectiveness of environmental regulations; and third, trends can provide a warning of additional degradation of water quality in the future. A common approach for determining water-quality trends in streams is to apply statistical tests to historical data; however, historical water-quality data have several limitations. These include lack of data, inconsistent sampling and analytical methods, numerous measurements below detection levels, and questionable accuracy. If historical data are lacking or are inappropriate for statistical trend testing, water-quality records can be partly reconstructed using sediment cores from receiving water bodies such as reservoirs.</p>\n<p>The purpose of this fact sheet is to summarize the principal findings documented in a report on water-quality trends in White Rock Creek Basin using dated sediment cores from White Rock Lake (Van Metre and Callender, in press). The study used dated sediment cores to reconstruct water-quality conditions. More specifically, the changes in water quality associated with the watershed&rsquo;s change from agricultural to urban land use and with the implementation of environmental regulations were identified.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/fs21796","usgsCitation":"Van Metre, P., Land, L.F., and Braun, C., 1996, Water-quality trends using sediment cores from White Rock Lake, Dallas, Texas: U.S. Geological Survey Fact Sheet 217-96, 4 p., https://doi.org/10.3133/fs21796.","productDescription":"4 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":34136,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/1996/0217/report.pdf","text":"Report","size":"2.37 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":796,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://tx.usgs.gov/coring/pubs/wrlakefactsheet.pdf","text":"Report-reprint","size":"477.46 kB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":117298,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/1996/0217/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Dallas","otherGeospatial":"White Rock Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -96.7510986328125,\n              32.765336175015776\n            ],\n            [\n              -96.7510986328125,\n              32.87929884557261\n            ],\n            [\n              -96.6961669921875,\n              32.87929884557261\n            ],\n            [\n              -96.6961669921875,\n              32.765336175015776\n            ],\n            [\n              -96.7510986328125,\n              32.765336175015776\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa51c","contributors":{"authors":[{"text":"Van Metre, Peter C.","contributorId":34104,"corporation":false,"usgs":true,"family":"Van Metre","given":"Peter C.","affiliations":[],"preferred":false,"id":153322,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Land, Larry F.","contributorId":60612,"corporation":false,"usgs":true,"family":"Land","given":"Larry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":153323,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Braun, C.L.","contributorId":63385,"corporation":false,"usgs":true,"family":"Braun","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":153324,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":5270,"text":"fs08496 - 1996 - Occurrence of pesticides in ground water in the White River Basin, Indiana, 1994–95","interactions":[],"lastModifiedDate":"2019-05-02T10:30:59","indexId":"fs08496","displayToPublicDate":"1997-04-01T00:00:00","publicationYear":"1996","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":"1996–0084","title":"Occurrence of pesticides in ground water in the White River Basin, Indiana, 1994–95","docAbstract":"<p>Pesticides (herbicides and insecticides) are used extensively in the White River Basin. Application of herbicides to corn and soybeans accounts for most of the use. The U.S. Geological Survey collected samples from four networks of monitoring wells in the White River Basin during 1994-95. The most frequently detected compounds in ground water were desethyl atrazine (a breakdown product of atrazine) and the commonly used herbicides, atrazine and metolachlor. Insecticides commonly used in urban and agricultural areas were not found. The highest concentration of any pesticide detected was alachlor at 0.19 micrograms per liter. Most detections of atrazine and desethyl atrazine were in agricultural areas overlying fluvial deposits, which are vulnerable to pesticide contamination, but the concentrations were small (less than 0.1 microgram per liter).</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs08496","usgsCitation":"Fenelon, J.M., and Moore, R.C., 1996, Occurrence of pesticides in ground water in the White River Basin, Indiana, 1994–95: U.S. Geological Survey Fact Sheet 1996–0084, Document: 4 p., https://doi.org/10.3133/fs08496.","productDescription":"Document: 4 p.","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":31976,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/1996/0084/fs19960084.pdf","text":"Report","size":"617 KB","linkFileType":{"id":1,"text":"pdf"},"description":"FS 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