{"pageNumber":"549","pageRowStart":"13700","pageSize":"25","recordCount":16449,"records":[{"id":8245,"text":"ofr82154 - 1982 - Annotated bibliography of the geology and hydrology of the surficial aquifers in Dade, Broward, and Palm Beach counties, Florida","interactions":[],"lastModifiedDate":"2022-01-05T16:02:06.210612","indexId":"ofr82154","displayToPublicDate":"1982-01-01T22:05:00","publicationYear":"1982","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":"82-154","title":"Annotated bibliography of the geology and hydrology of the surficial aquifers in Dade, Broward, and Palm Beach counties, Florida","docAbstract":"<p>Bibliographic citations and abstracts from 147 hydrologic and geologic investigations of the surficial aquifers of southeast Florida are listed in this annotated bibliography. The citations are listed alphabetically by the senior author's name.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82154","collaboration":"Prepared in cooperation with the South Florida Water Management District","usgsCitation":"Causaras, C.R., 1982, Annotated bibliography of the geology and hydrology of the surficial aquifers in Dade, Broward, and Palm Beach counties, Florida: U.S. Geological Survey Open-File Report 82-154, iii, 59 p., https://doi.org/10.3133/ofr82154.","productDescription":"iii, 59 p.","numberOfPages":"62","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":142057,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0154/report-thumb.jpg"},{"id":35864,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0154/ofr82154.pdf","text":"Report","size":"1.44 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","county":"Broward County, Miami-Dade County, Palm Beach County","otherGeospatial":"Dade County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.0738525390625,\n              26.953289277151505\n            ],\n            [\n              -80.61561584472656,\n              26.963081804577588\n            ],\n            [\n              -80.61767578124999,\n              26.90860007362184\n            ],\n            [\n              -80.61698913574219,\n              26.898190457572685\n            ],\n            [\n              -80.65818786621094,\n              26.837550696778024\n            ],\n            [\n              -80.70281982421875,\n        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href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47d8e4b07f02db4b5180","contributors":{"authors":[{"text":"Causaras, Carmen R.","contributorId":19549,"corporation":false,"usgs":true,"family":"Causaras","given":"Carmen","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":157413,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":36686,"text":"36686 - 1982 - Liming of acidified waters: issues and research - a report of the International Liming Workshop","interactions":[],"lastModifiedDate":"2014-07-23T15:03:46","indexId":"36686","displayToPublicDate":"1982-01-01T13:55:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"80/40.14","title":"Liming of acidified waters: issues and research - a report of the International Liming Workshop","docAbstract":"<p>Acidic deposition is a problem of significant national and international concern. It is strongly suspected that acidic deposition has adversely affected aquatic resources in Scandinavia and North America. While substantial resources are being devoted to understanding the causative factors associated with surface water acidification, much less research is being conducted on mitigative strategies. Mitigative techniques involving liming may be useful for short-term protection of specific component of aquatic communities or for renovation of seriously impacted aquatic ecosystems.</p>\n<br>\n<p>The selection of effective liming strategies is based on an integrated understanding of the following key factors: biological systems, water chemistry, sediment chemistry, hydrology, and watershed characteristics, effectiveness of neutralizing materials, and application techniques. Research in Scandinavia, Canada, and the U.S. has led to a partial understanding of some of the key factors for successful neutralization of surface waters (Bengtsson, 1982; Fraser and Britt, 1982). However, conflicting results of liming operations and experiments have been reported. (Fraser et al., 1982; Fraser and Britt, 1982; Sverdrup and Bjerle, 1982). Additional research is required to improve the ability of scientists and resource managers to select effective liming strategies.</p>\n<br>\n<p>An International Liming workshop was convened during 19-25 September 1982 at the University of Washington's Friday Harbor Laboratories. The major objective of this workshop were:</p>\n<br>\n<p>- To identify the most critical deficiencies in the scientific understanding of liming techniques and their long-term consequences.</p>\n<br>\n<p>- To develop and document a research strategy to address information deficiencies that are pertinent to the protection or renovation of acidic surface waters in the United States.</p>\n<br>\n<p>The participants who contributed to this workshop are listed in Table 1.</p>","language":"English","publisher":"U.S. Fish and Wildlife Service","collaboration":"Performed for the Eastern Energy and Land Use Team, Division of Biological Services, Research and Development, Fish and Wildlife Service, U.S. Department of the Interior","usgsCitation":"Schreiber, R.K., 1982, Liming of acidified waters: issues and research - a report of the International Liming Workshop: FWS/OBS 80/40.14, vi, 36 p.","productDescription":"vi, 36 p.","costCenters":[],"links":[{"id":290832,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57ff901ae4b0824b2d16e113","contributors":{"authors":[{"text":"Schreiber, R. Kent","contributorId":58145,"corporation":false,"usgs":true,"family":"Schreiber","given":"R.","email":"","middleInitial":"Kent","affiliations":[],"preferred":false,"id":216789,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70231796,"text":"70231796 - 1982 - Processing capabilities for hydrologic information systems","interactions":[],"lastModifiedDate":"2022-05-26T16:11:59.512127","indexId":"70231796","displayToPublicDate":"1982-01-01T11:05:09","publicationYear":"1982","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Processing capabilities for hydrologic information systems","docAbstract":"<p>No abstract available.</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"U.S. Army Corps of Engineers Remote Sensing Symposium","largerWorkSubtype":{"id":12,"text":"Conference publication"},"conferenceTitle":"U.S. Army Corps of Engineers Remote Sensing Symposium","conferenceDate":"November 30-December 2, 1981","conferenceLocation":"Radisson Plaza, Nashville, Tennessee, United States","language":"English","publisher":"U. S. Army Corps of Engineers","usgsCitation":"Moore, G.K., 1982, Processing capabilities for hydrologic information systems, <i>in</i> U.S. Army Corps of Engineers Remote Sensing Symposium, Radisson Plaza, Nashville, Tennessee, United States, November 30-December 2, 1981.","startPage":"114","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":401154,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Moore, G. K.","contributorId":67550,"corporation":false,"usgs":true,"family":"Moore","given":"G.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":843857,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70094968,"text":"70094968 - 1982 - Compilation of hydrologic data for the Edwards Aquifer, San Antonio area, Texas, 1934-80","interactions":[],"lastModifiedDate":"2016-08-24T10:31:02","indexId":"70094968","displayToPublicDate":"1982-01-01T08:33:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5177,"text":"Edwards Underground Water District Bulletin","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"40","title":"Compilation of hydrologic data for the Edwards Aquifer, San Antonio area, Texas, 1934-80","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"Edwards Underground Water District","publisherLocation":"San Antonia, TX","collaboration":"Prepared in cooperation with the U.S. Geological Survey  and the Texas Department of Water Resources","usgsCitation":"Reeves, R., Maclay, R., and Davis, M., 1982, Compilation of hydrologic data for the Edwards Aquifer, San Antonio area, Texas, 1934-80: Edwards Underground Water District Bulletin 40, 128 p.","productDescription":"128 p.","numberOfPages":"134","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":282804,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70094968.JPG"},{"id":284821,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70094968/report.pdf"}],"country":"United States","state":"Texas","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -100.7971,29.0834 ], [ -100.7971,30.2330 ], [ -97.7105,30.2330 ], [ -97.7105,29.0834 ], [ -100.7971,29.0834 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57c6aef0e4b0f2f0cebe460a","contributors":{"authors":[{"text":"Reeves, R.D.","contributorId":95043,"corporation":false,"usgs":true,"family":"Reeves","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":491008,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maclay, R.W.","contributorId":72804,"corporation":false,"usgs":true,"family":"Maclay","given":"R.W.","affiliations":[],"preferred":false,"id":491006,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davis, M.F.","contributorId":79400,"corporation":false,"usgs":true,"family":"Davis","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":491007,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70174098,"text":"70174098 - 1982 - Hydrology of the surficial aquifer in the Floyd River Basin, Iowa","interactions":[],"lastModifiedDate":"2025-07-30T14:39:37.835169","indexId":"70174098","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":148,"text":"Water Supply Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"12","title":"Hydrology of the surficial aquifer in the Floyd River Basin, Iowa","docAbstract":"<p>The Floyd River basin was studied to provide water-resources Information for a typical surficial aquifer in northwest Iowa. Data collection included test drilling, water-level measurements, and chemical analyses of surface and ground water.</p>\n<p>The Floyd River basin drains 961 square miles of highly dissected to gently rolling topography. Major streams generally are flanked by flood plains underlain by uncemented sand and-gravel deposits.</p>\n<p>Most of the basin is directly underlain by glacial drift of Pleistocene age which is In turn underlain by rocks of Cretaceous age. Sand-and-gravel deposits underlying the major flood plains and in buried bedrock channels within the drift comprise the surficial aquifer.</p>\n<p>The surficial aquifer ranges from 10 to 40 feet In thickness and averages about 20 feet thick. Both unconfined and confined conditions occur in the aquifer and water levels range from 2 to 55 feet below land surface.</p>\n<p>An aquifer test conducted in the surficial aquifer where it is about 25 feet thick and is confined by an overlying low permeability bed Indicated an average hydraulic conductivity of 383 feet per day and a storage coefficient of 0.0001. The well was pumped at 650 gallons per minute for 43 hours. An observation well about 70 feet from the pumping well had a maximum drawdown of about 10 feet.</p>","language":"English","publisher":"State of Iowa","publisherLocation":"Des Moines, IA","usgsCitation":"Wahl, K., Meyer, M., and Karsten, R., 1982, Hydrology of the surficial aquifer in the Floyd River Basin, Iowa: Water Supply Bulletin 12, vii, 53 p.","productDescription":"vii, 53 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":493179,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70174098/IGS_wsb_12.pdf","text":"Report","size":"4.19 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":324477,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Iowa","otherGeospatial":"Floyd River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -96.40502929687499,\n              42.439674178149424\n            ],\n            [\n              -96.40502929687499,\n              43.47086090917325\n            ],\n            [\n              -95.6689453125,\n              43.47086090917325\n            ],\n            [\n              -95.6689453125,\n              42.439674178149424\n            ],\n            [\n              -96.40502929687499,\n              42.439674178149424\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57724e31e4b07657d1a8199e","contributors":{"authors":[{"text":"Wahl, K.D.","contributorId":167129,"corporation":false,"usgs":false,"family":"Wahl","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":640897,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meyer, M.J.","contributorId":20959,"corporation":false,"usgs":true,"family":"Meyer","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":640898,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Karsten, R.A.","contributorId":51755,"corporation":false,"usgs":true,"family":"Karsten","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":640899,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70011625,"text":"70011625 - 1982 - Worth of geophysical data in natural- disaster- insurance rate setting.","interactions":[],"lastModifiedDate":"2024-04-15T16:38:31.608254","indexId":"70011625","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":5202,"text":"Journal of Applied Meteorology and Climatology","onlineIssn":"1558-8432","printIssn":"1558-8424","active":true,"publicationSubtype":{"id":10}},"title":"Worth of geophysical data in natural- disaster- insurance rate setting.","docAbstract":"<p><span>Insurance firms that offer natural-disaster insurance base their rates on available information. The benefits from collecting additional data and incorporating this information to improve parameter estimates of probability distributions that are used to characterize natural-disaster events can be determined by computing changes in premiums as a function of additional data. Specifically, the worth of data can be measured by changes in consumer's surplus (the widely applied measure of benefits to consumers used in benefit-cost analysis) brought about when the premiums are adjusted. In this paper, a formal model of the process for setting insurance rates is hypothesized in which the insurance firm sets rates so as to trade off penalties of overestimation and underestimation of expected damages estimated from currently available hydrologic data. A Bayesian preposterior analysis is performed which permits the determination of the expected benefits of collecting additional geophysical data by examining the changes in expected premium rates as a function of the longer record before the data are actually collected. An estimate of the expected benefits associated with collecting more data for the representative consumer is computed using an assumed demand function for insurance. In addition, a sensitivity analysis of expected benefits to changes in insurance demand and firm rate-setting procedures is carried out. From these results, conclusions are drawn regarding aggregate benefits to all flood insurance purchasers.</span></p>","language":"English","publisher":"American Meteorological Society","doi":"10.1175/1520-0450(1982)021<0453:WOGDIN>2.0.CO;2","issn":"08948763","usgsCitation":"Attanasi, E.D., and Karlinger, M., 1982, Worth of geophysical data in natural- disaster- insurance rate setting.: Journal of Applied Meteorology and Climatology, v. 21, no. 4, p. 453-460, https://doi.org/10.1175/1520-0450(1982)021<0453:WOGDIN>2.0.CO;2.","productDescription":"8 p.","startPage":"453","endPage":"460","numberOfPages":"8","costCenters":[],"links":[{"id":480275,"rank":2,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1175/1520-0450(1982)021<0453:wogdin>2.0.co;2","text":"Publisher Index Page"},{"id":221057,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"21","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bd1dce4b08c986b32f5b8","contributors":{"authors":[{"text":"Attanasi, E. D. 0000-0001-6845-7160","orcid":"https://orcid.org/0000-0001-6845-7160","contributorId":107672,"corporation":false,"usgs":true,"family":"Attanasi","given":"E.","middleInitial":"D.","affiliations":[],"preferred":false,"id":361570,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Karlinger, M.R.","contributorId":95039,"corporation":false,"usgs":true,"family":"Karlinger","given":"M.R.","affiliations":[],"preferred":false,"id":361569,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70186167,"text":"70186167 - 1982 - Volatilization of organic compounds from streams","interactions":[],"lastModifiedDate":"2023-02-23T17:21:18.600332","indexId":"70186167","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2255,"text":"Journal of Environmental Engineering","active":true,"publicationSubtype":{"id":10}},"title":"Volatilization of organic compounds from streams","docAbstract":"<p><span>Mass-transfer coefficients for the volatilization of ethylene and propane were correlated with the hydraulic and geometric properties of seven streams, and predictive equations were developed. The equations were evaluated using a normalized root-mean-square error as the criterion of comparison. The two best equations were a two-variable equation containing the energy dissipated per unit mass per unit time and the average depth of flow and a three-variable equation containing the average velocity, the average depth of flow, and the slope of the stream. Procedures for adjusting the ethylene and propane coefficients for other organic compounds were evaluated. These procedures are based on molecular diffusivity, molecular diameter, or molecular weight. Because of limited data, none of these procedures have been extensively verified. Therefore, until additional data become available, it is suggested that the mass-transfer coefficient be assumed to be inversely proportional to the square root of the molecular weight.</span></p>","language":"English","publisher":"American Society of Civil Engineers","doi":"10.1061/JEEGAV.0001356","usgsCitation":"Rathburn, R.E., and Tai, D.Y., 1982, Volatilization of organic compounds from streams: Journal of Environmental Engineering, v. 108, p. 973-989, https://doi.org/10.1061/JEEGAV.0001356.","productDescription":"17 p.","startPage":"973","endPage":"989","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338830,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"108","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58de1955e4b02ff32c699cdf","contributors":{"authors":[{"text":"Rathburn, Ronald E.","contributorId":190187,"corporation":false,"usgs":false,"family":"Rathburn","given":"Ronald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":687738,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tai, D. Y.","contributorId":59778,"corporation":false,"usgs":true,"family":"Tai","given":"D.","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":687739,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70185628,"text":"70185628 - 1982 - Acid rain, air pollution, and tree growth in southeastern New York","interactions":[],"lastModifiedDate":"2020-01-26T09:55:04","indexId":"70185628","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2262,"text":"Journal of Environmental Quality","active":true,"publicationSubtype":{"id":10}},"title":"Acid rain, air pollution, and tree growth in southeastern New York","docAbstract":"<p><span>Whether dendroecological analyses could be used to detect changes in the relationship of tree growth to climate that might have resulted from chronic exposure to components of the acid rain-air pollution complex was determined. Tree-ring indices of white pine (</span><i>Pinus strobus</i><span> L.), eastern hemlock (</span><i>Tsuga canadensis</i><span> (L.) Cart.), pitch pine (</span><i>Pinus rigida</i><span> Mill.), and chestnut oak (</span><i>Quercus prinus</i><span> L.) were regressed against orthogonally transformed values of temperature and precipitation in order to derive a response-function relationship. Results of the regression analyses for three time periods, 1901–1920, 1926–1945, and 1954–1973 suggest that the relationship of tree growth to climate has been altered. Statistical tests of the temperature and precipitation data suggest that this change was nonclimatic. Temporally, the shift in growth response appears to correspond with the suspected increase in acid rain and air pollution in the Shawangunk Mountain area of southeastern New York in the early 1950's. This change could be the result of physiological stress induced by components of the acid rain-air pollution complex, causing climatic conditions to be more limiting to tree growth.</span></p>","language":"English","publisher":"Alliance of Crop, Soil, and Environmental Science Societies ","doi":"10.2134/jeq1982.00472425001100030011x","usgsCitation":"Puckett, L., 1982, Acid rain, air pollution, and tree growth in southeastern New York: Journal of Environmental Quality, v. 11, no. 3, p. 376-381, https://doi.org/10.2134/jeq1982.00472425001100030011x.","productDescription":"6 p.","startPage":"376","endPage":"381","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338329,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"New York","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.19091796875,\n              43.34116005412307\n            ],\n            [\n              -73.32275390625,\n              43.628123412124616\n            ],\n            [\n              -77.431640625,\n              42.06560675405716\n            ],\n            [\n              -75.3662109375,\n              41.95131994679697\n            ],\n            [\n              -74.99267578125,\n              41.57436130598913\n            ],\n            [\n              -73.828125,\n              40.96330795307353\n            ],\n            [\n              -73.47656249999999,\n              41.32732632036622\n            ],\n            [\n              -73.19091796875,\n              43.34116005412307\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"11","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58d63042e4b05ec799131127","contributors":{"authors":[{"text":"Puckett, L.J.","contributorId":27503,"corporation":false,"usgs":true,"family":"Puckett","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":686156,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70011451,"text":"70011451 - 1982 - Fate of acetone in water","interactions":[],"lastModifiedDate":"2020-01-26T09:59:06","indexId":"70011451","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1226,"text":"Chemosphere","active":true,"publicationSubtype":{"id":10}},"title":"Fate of acetone in water","docAbstract":"<p>The physical, chemical, and biological processes that might affect the concentration of acetone in water were investigated in laboratory studies. Processes considered included volatilization, adsorption by sediments, photodecomposition, bacterial degradation, and absorption by algae and molds. It was concluded that volatilization and bacterial degradation were the dominant processes determining the fate of acetone in streams and rivers.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0045-6535(82)90114-X","issn":"00456535","usgsCitation":"Rathbun, R.E., Stephens, D.W., and Shultz, D., 1982, Fate of acetone in water: Chemosphere, v. 11, no. 11, p. 1097-1114, https://doi.org/10.1016/0045-6535(82)90114-X.","productDescription":"18 p.","startPage":"1097","endPage":"1114","numberOfPages":"18","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":221525,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"11","issue":"11","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0f10e4b0c8380cd53741","contributors":{"authors":[{"text":"Rathbun, R. E.","contributorId":61796,"corporation":false,"usgs":true,"family":"Rathbun","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":361147,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":361148,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shultz, D.J.","contributorId":60246,"corporation":false,"usgs":true,"family":"Shultz","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":361146,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70011291,"text":"70011291 - 1982 - Comparison of estimators of standard deviation for hydrologic time series","interactions":[],"lastModifiedDate":"2018-02-05T13:25:30","indexId":"70011291","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3722,"text":"Water Resources Research","onlineIssn":"1944-7973","printIssn":"0043-1397","active":true,"publicationSubtype":{"id":10}},"title":"Comparison of estimators of standard deviation for hydrologic time series","docAbstract":"<p><span>Unbiasing factors as a function of serial correlation,&nbsp;</span><i>ρ</i><span>, and sample size,<span>&nbsp;</span></span><i>n</i><span><span>&nbsp;</span>for the sample standard deviation of a lag one autoregressive model were generated by random number simulation. Monte Carlo experiments were used to compare the performance of several alternative methods for estimating the standard deviation σ of a lag one autoregressive model in terms of bias, root mean square error, probability of underestimation, and expected opportunity design loss. Three methods provided estimates of σ which were much less biased but had greater mean square errors than the usual estimate of σ:<span>&nbsp;</span></span><i>s</i><span><span>&nbsp;</span>= (1/(</span><i>n</i><span><span>&nbsp;</span>- 1) ∑ (</span><i>x</i><sub><i>i</i></sub><span><span>&nbsp;</span>−</span><i>x¯</i><span>)</span><sup>2</sup><span>)</span><sup>½</sup><span>. The three methods may be briefly characterized as (1) a method using a maximum likelihood estimate of the unbiasing factor, (2) a method using an empirical Bayes estimate of the unbiasing factor, and (3) a robust nonparametric estimate of σ suggested by Quenouille. Because<span>&nbsp;</span></span><i>s</i><span><span>&nbsp;</span>tends to underestimate σ, its use as an estimate of a model parameter results in a tendency to underdesign. If underdesign losses are considered more serious than overdesign losses, then the choice of one of the less biased methods may be wise.</span></p>","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR018i005p01503","usgsCitation":"Tasker, G.D., and Gilroy, E.J., 1982, Comparison of estimators of standard deviation for hydrologic time series: Water Resources Research, v. 18, no. 5, p. 1503-1508, https://doi.org/10.1029/WR018i005p01503.","productDescription":"6 p.","startPage":"1503","endPage":"1508","costCenters":[],"links":[{"id":221166,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"18","issue":"5","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","scienceBaseUri":"5059f862e4b0c8380cd4d077","contributors":{"authors":[{"text":"Tasker, Gary D.","contributorId":83097,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":360759,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilroy, Edward J.","contributorId":50524,"corporation":false,"usgs":true,"family":"Gilroy","given":"Edward","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":360758,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70011346,"text":"70011346 - 1982 - Post-depositional alteration of titanomagnetite in a Miocene sandstone, south Texas (U.S.A.)","interactions":[],"lastModifiedDate":"2023-12-12T23:20:24.905181","indexId":"70011346","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1427,"text":"Earth and Planetary Science Letters","active":true,"publicationSubtype":{"id":10}},"title":"Post-depositional alteration of titanomagnetite in a Miocene sandstone, south Texas (U.S.A.)","docAbstract":"<div id=\"abstracts\" class=\"Abstracts u-font-serif text-s\"><div id=\"ab1\" class=\"abstract author\" lang=\"en\"><div id=\"aep-abstract-sec-id3\"><p>Petrographic and geochemical studies have yielded information on the time-space relationships of the post-depositional alteration of detrital titanomagnetite (Ti-mt) in fine- to medium-grained sandstone from unoriented core samples (taken below the water table at depths of 30–45 m) of the Miocene Catahoula Sandstone, south Texas. Aqueous sulfide introduced from sour gas reservoirs along a growth fault into part of the Catahoula shortly after deposition resulted in the replacement at the periphery of Ti-mt grains by iron disulfide (FeS<sub>2</sub>) minerals. Remnants of Ti-mt in cores of the partly sulfidized grains show no evidence of earlier hematitic oxidation. After sulfidization, part of the sandstone body was invaded by oxygenated groundwaters flowing down a shallowly inclined (1°) hydrologic gradient. The boundary between oxidized and reduced facies is clearly defined by the distribution of ferric and ferrous iron minerals, and the concentrations of Mo, U, and Se. In oxidized (light-red) strata that had not been previously subjected to sulfidic-reducing conditions but that are correlative with strata containing FeS<sub>2</sub><span>&nbsp;</span>minerals, Ti-mt has been partly to entirely replaced pseudomorphously by hematite to form martite. The absence of hematitic alteration of Ti-mt in the reduced facies is strong evidence that martite in the oxidized facies formed after deposition.</p></div></div></div>","language":"English","publisher":"Elsevier","doi":"10.1016/0012-821X(82)90068-1","issn":"0012821X","usgsCitation":"Reynolds, R.L., 1982, Post-depositional alteration of titanomagnetite in a Miocene sandstone, south Texas (U.S.A.): Earth and Planetary Science Letters, v. 61, no. 2, p. 381-391, https://doi.org/10.1016/0012-821X(82)90068-1.","productDescription":"11 p.","startPage":"381","endPage":"391","numberOfPages":"11","costCenters":[],"links":[{"id":220899,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -100.72139192813091,\n              29.418408283078875\n            ],\n            [\n              -100.72139192813091,\n              25.837329072246007\n            ],\n            [\n              -96.50264192813093,\n              25.837329072246007\n            ],\n            [\n              -96.50264192813093,\n              29.418408283078875\n            ],\n            [\n              -100.72139192813091,\n              29.418408283078875\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"61","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a7e5fe4b0c8380cd7a4d6","contributors":{"authors":[{"text":"Reynolds, R. L. 0000-0002-4572-2942","orcid":"https://orcid.org/0000-0002-4572-2942","contributorId":79885,"corporation":false,"usgs":true,"family":"Reynolds","given":"R.","middleInitial":"L.","affiliations":[{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true}],"preferred":true,"id":360885,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70011406,"text":"70011406 - 1982 - Classification and hydrological characteristics of scree slope deposits in the northern Craigieburn Range, New Zealand.","interactions":[],"lastModifiedDate":"2013-01-16T20:37:28","indexId":"70011406","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2343,"text":"Journal of Hydrology New Zealand","active":true,"publicationSubtype":{"id":10}},"title":"Classification and hydrological characteristics of scree slope deposits in the northern Craigieburn Range, New Zealand.","docAbstract":"Slope deposits occurring beneath the surface layer of loose angular gravel on north Craigieburn Range scree slopes can be subdivided into three significantly different types. The wide range in physical characteristics of the slope deposits is mirrored by an equally wide range in hydrological characteristics. -from Author","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of Hydrology New Zealand","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","usgsCitation":"Pierson, T., 1982, Classification and hydrological characteristics of scree slope deposits in the northern Craigieburn Range, New Zealand.: Journal of Hydrology New Zealand, v. 21, no. 1, p. 34-60.","startPage":"34","endPage":"60","numberOfPages":"27","costCenters":[],"links":[{"id":220768,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"21","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059f616e4b0c8380cd4c5ab","contributors":{"authors":[{"text":"Pierson, T.C. 0000-0001-9002-4273","orcid":"https://orcid.org/0000-0001-9002-4273","contributorId":41855,"corporation":false,"usgs":true,"family":"Pierson","given":"T.C.","affiliations":[{"id":157,"text":"Cascades Volcano Observatory","active":false,"usgs":true}],"preferred":true,"id":361016,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70011650,"text":"70011650 - 1982 - U.S. Geological Survey Federal-State Program","interactions":[],"lastModifiedDate":"2024-05-23T14:46:03.094881","indexId":"70011650","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2501,"text":"Journal of Water Resources Planning and Management","active":true,"publicationSubtype":{"id":10}},"title":"U.S. Geological Survey Federal-State Program","docAbstract":"<p><span>The U.S. Geological Survey Federal-State Cooperative Water Resource Program is a partnership between the Geological Survey and State and local agencies for the collection of the hydrologic information needed for the continuing determination and evaluation of the quantity, quality, and use of the Nation's water resources. The first Cooperative Program was started in 1895; the Congress gave formal recognition to the partnership in 1928 and authorized Federal funding of not more than 50 percent for cooperative programs with the Geological Survey, with total funding over $80 million. The process of project selection in the Cooperative Water Resource Program is a mutual effort in which Geological Survey represents national interests, including the needs of other Federal agencies, and the cooperator represents State and local interests. The result is a balanced program that involves careful evaluation of needs, priorities, and resources. A number of typical examples of projects within the Cooperative Program are presented.</span></p>","language":"English","publisher":"ASCE","doi":"10.1061/JWRDDC.0000246","usgsCitation":"Buchanan, T., and Gilbert, B., 1982, U.S. Geological Survey Federal-State Program: Journal of Water Resources Planning and Management, v. 108, no. WR1, p. 37-45, https://doi.org/10.1061/JWRDDC.0000246.","productDescription":"9 p.","startPage":"37","endPage":"45","numberOfPages":"9","costCenters":[],"links":[{"id":221454,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"108","issue":"WR1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bba66e4b08c986b328157","contributors":{"authors":[{"text":"Buchanan, T.J.","contributorId":38559,"corporation":false,"usgs":true,"family":"Buchanan","given":"T.J.","email":"","affiliations":[],"preferred":false,"id":361621,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilbert, B.K.","contributorId":32167,"corporation":false,"usgs":true,"family":"Gilbert","given":"B.K.","email":"","affiliations":[],"preferred":false,"id":361620,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70011793,"text":"70011793 - 1982 - Extreme fractionation of  234U 238U and  230Th 234U in spring waters, sediments, and fossils at the Pomme de Terre Valley, southwestern Missouri","interactions":[],"lastModifiedDate":"2024-03-18T14:38:18.446104","indexId":"70011793","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1759,"text":"Geochimica et Cosmochimica Acta","active":true,"publicationSubtype":{"id":10}},"displayTitle":"Extreme fractionation of  <sup>234</sup>U <sup>238</sup>U and  <sup>230</sup>Th <sup>234</sup>U in spring waters, sediments, and fossils at the Pomme de Terre Valley, southwestern Missouri","title":"Extreme fractionation of  234U 238U and  230Th 234U in spring waters, sediments, and fossils at the Pomme de Terre Valley, southwestern Missouri","docAbstract":"<p><span>Isotopic fractionation as great as 1600% exists between&nbsp;</span><sup>234</sup><span>U and&nbsp;</span><sup>238</sup><span>U in spring waters, sediments, and fossils in the Pomme de Terre Valley, southwestern Missouri. The activity ratios of&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-3-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><msup><mi></mi><mn>234</mn></msup><mtext>U</mtext><msup><mi></mi><mn>238</mn></msup><mtext>U</mtext></math>\"><span class=\"MJX_Assistive_MathML\">234U238U</span></span></span><span>&nbsp;in five springs range from 7.2 to 16 in water which has been discharged for at least the past 30,000 years. The anomalies in&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-4-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><msup><mi></mi><mn>234</mn></msup><mtext>U</mtext><msup><mi></mi><mn>238</mn></msup><mtext>U</mtext></math>\"><span class=\"MJX_Assistive_MathML\">234U238U</span></span></span><span>&nbsp;ratio in deep water have potential usefulness in hydrologic investigations in southern Missouri. Clayey units overlying the spring bog sediments of Trolinger Spring are enriched in&nbsp;</span><sup>230</sup><span>Th relative to their parent&nbsp;</span><sup>234</sup><span>U by as much as 720%. The results indicate that both preferential displacement&nbsp;</span><i>via</i><span>&nbsp;alpha recoil ejection and the preferential emplacement&nbsp;</span><i>via</i><span>&nbsp;recoiling and physical entrapment are significant processes that are occurring in the geologic environment.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0016-7037(82)90323-4","issn":"00167037","usgsCitation":"Szabo, B.J., 1982, Extreme fractionation of  234U 238U and  230Th 234U in spring waters, sediments, and fossils at the Pomme de Terre Valley, southwestern Missouri: Geochimica et Cosmochimica Acta, v. 46, no. 9, p. 1675-1679, https://doi.org/10.1016/0016-7037(82)90323-4.","productDescription":"5 p.","startPage":"1675","endPage":"1679","numberOfPages":"5","costCenters":[],"links":[{"id":220792,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"46","issue":"9","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0e68e4b0c8380cd5343a","contributors":{"authors":[{"text":"Szabo, Barney J.","contributorId":6848,"corporation":false,"usgs":true,"family":"Szabo","given":"Barney","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":361970,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70011799,"text":"70011799 - 1982 - Hydrologic inferences from ring widths of flood-damaged trees, Potomac River, Maryland","interactions":[],"lastModifiedDate":"2012-03-12T17:18:32","indexId":"70011799","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1539,"text":"Environmental Geology","active":true,"publicationSubtype":{"id":10}},"title":"Hydrologic inferences from ring widths of flood-damaged trees, Potomac River, Maryland","docAbstract":"Year-to-year variability in the ring widths of trees on flood plains along two reaches of the Potomac River near Washington, D.C., seems in large part to be related to differences in flood-flow regimes. Trees directly exposed to high flood velocities are damaged more often than sheltered trees and thus exhibit more variable ring-width patterns. The ring-width variability of unsheltered trees on low levels of flood plains is greater than that of trees on high levels, indicating that variability values are positively correlated with flood frequency. Sheltered trees, however, have less variable ring-width patterns than those of unsheltered trees, and variability is not correlated with flood frequency. As a result, ring-width variations may be used to estimate the probability of flood damage along local channel reaches of a stream. Growth responses after hydrologic catastrophies in 1948 and 1972 indicate that rings of flood-plain trees can be used to document the occurrence and crest altitude of high-magnitude floods. ?? 1982 Springer-Verlag New York Inc.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Environmental Geology","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisherLocation":"Springer-Verlag","doi":"10.1007/BF02380498","issn":"09430105","usgsCitation":"Yanosky, T., 1982, Hydrologic inferences from ring widths of flood-damaged trees, Potomac River, Maryland: Environmental Geology, v. 4, no. 1, p. 43-52, https://doi.org/10.1007/BF02380498.","startPage":"43","endPage":"52","numberOfPages":"10","costCenters":[],"links":[{"id":205075,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF02380498"},{"id":220934,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"4","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a3638e4b0c8380cd60535","contributors":{"authors":[{"text":"Yanosky, T.M.","contributorId":42263,"corporation":false,"usgs":true,"family":"Yanosky","given":"T.M.","email":"","affiliations":[],"preferred":false,"id":361981,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70011812,"text":"70011812 - 1982 - The effect of sulfate on aluminum concentrations in natural waters: some stability relations in the system Al2O3-SO3-H2O at 298 K","interactions":[],"lastModifiedDate":"2020-03-09T19:51:33","indexId":"70011812","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1759,"text":"Geochimica et Cosmochimica Acta","active":true,"publicationSubtype":{"id":10}},"title":"The effect of sulfate on aluminum concentrations in natural waters: some stability relations in the system Al2O3-SO3-H2O at 298 K","docAbstract":"<p>While gibbsite and kaolinite solubilities usually regulate aluminum concentrations in natural waters, the presence of sulfate can dramatically alter these solubilities under acidic conditions, where other, less soluble minerals can control the aqueous geochemistry of aluminum. The likely candidates include alunogen, Al<sub>2</sub>(SO<sub>4</sub>)<sub>3</sub><span>&nbsp;</span>· 17H<sub>2</sub>O, alunite, KAl<sub>3</sub>(SO<sub>4</sub>)<sub>2</sub>(OH)<sub>6</sub>, jurbanite, Al(SO<sub>4</sub>)(OH) · 5H<sub>2</sub>O, and basaluminite, Al<sub>4</sub>(SO<sub>4</sub>)(OH)<sub>10</sub><span>&nbsp;</span>· 5H<sub>2</sub>O. An examination of literature values shows that the log<span>&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-1-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><mtext>K</mtext><msub><mi></mi><mn>sp</mn></msub><mtext>= &amp;#x2212;85.4</mtext></math>\"><span class=\"MJX_Assistive_MathML\">Ksp= −85.4</span></span></span><span>&nbsp;</span>for alunite and log<span>&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-2-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><mtext>K</mtext><msub><mi></mi><mn>sp</mn></msub><mtext>= &amp;#x2212;117.7</mtext></math>\"><span class=\"MJX_Assistive_MathML\">Ksp= −117.7</span></span></span><span>&nbsp;</span>for basaluminite. In this report the log<span>&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-3-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><mtext>K</mtext><msub><mi></mi><mn>sp</mn></msub><mtext>= &amp;#x2212;7.0</mtext></math>\"><span class=\"MJX_Assistive_MathML\">Ksp= −7.0</span></span></span><span>&nbsp;</span>is estimated for alunogen and log<span>&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-4-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><mtext>K</mtext><msub><mi></mi><mn>sp</mn></msub><mtext>= &amp;#x2212;17.8</mtext></math>\"><span class=\"MJX_Assistive_MathML\">Ksp= −17.8</span></span></span><span>&nbsp;</span>is estimated for jurbanite. The solubility and stability relations among these four minerals and gibbsite are plotted as a function of pH and sulfate activity at 298 K. Alunogen is stable only at pH values too low for any natural waters (&lt;0) and probably only forms as efflorescences from capillary films. Jurbanite is stable from<span>&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-5-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><mtext>pH &amp;lt; 0</mtext></math>\"><span class=\"MJX_Assistive_MathML\">pH &lt; 0</span></span></span><span>&nbsp;</span>up to the range of 3–5 depending on sulfate activity. Alunite is stable at higher pH values than jurbanite, up to 4–7 depending on sulfate activity. Above these pH limits gibbsite is the most stable phase. Basaluminite, although kinetically favored to precipitate, is metastable for all values of pH and sulfate activity. These equilibrium calculations predict that both sulfate and aluminum can be immobilized in acid waters by the precipitation of aluminum hydroxysulfate minerals.</p><p>Considerable evidence supports the conclusion that the formation of insoluble aluminum hydroxy-sulfate minerals may be the cause of sulfate retention in soils and sediments, as suggested by Adams and Rawajfih (1977), instead of adsorption.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0016-7037(82)90168-5","issn":"00167037","usgsCitation":"Nordstrom, D.K., 1982, The effect of sulfate on aluminum concentrations in natural waters: some stability relations in the system Al2O3-SO3-H2O at 298 K: Geochimica et Cosmochimica Acta, v. 46, no. 4, p. 681-692, https://doi.org/10.1016/0016-7037(82)90168-5.","productDescription":"12 p.","startPage":"681","endPage":"692","numberOfPages":"12","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":221133,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"46","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bab50e4b08c986b322d6e","contributors":{"authors":[{"text":"Nordstrom, D. Kirk 0000-0003-3283-5136 dkn@usgs.gov","orcid":"https://orcid.org/0000-0003-3283-5136","contributorId":749,"corporation":false,"usgs":true,"family":"Nordstrom","given":"D.","email":"dkn@usgs.gov","middleInitial":"Kirk","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":false,"id":362014,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70188759,"text":"70188759 - 1982 - Impact of Mount St. Helens eruption on hydrology and water quality","interactions":[],"lastModifiedDate":"2018-02-15T13:08:42","indexId":"70188759","displayToPublicDate":"1981-12-31T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":295,"text":"Technical Report","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"N-8311538","title":"Impact of Mount St. Helens eruption on hydrology and water quality","docAbstract":"<p><span>The 1980 eruptions of Mount St. Helens in southeast Washington resulted in a pronounced effect on the surface and ground water resources of the state. In response to the volcanic activity, the U.S. Geological Survey intensified statewide surface and ground water sampling programs to determine the nature and magnitude of the volcanic-induced variations. Streams to the east of Mount St. Helens received the major ash fallout. Chemical effects were best noted in smaller streams sampled 60 to 70 miles northeast of Mount St. Helens. The chemical variations observed were pronounced but short lived. Sulfate and chloride increases in anionic composition were prevalent immediately following the eruption however, the original bicarbonate predominance was again attained within several days. Suspended iron and aluminum concentrations were similarly elevated during the period of greatest ash deposition (highest turbidity) however, the dissolved concentrations remained relatively constant. Depressions of pH were minor and short lived. Streams draining to the south, tributaries to the Columbia river, showed little observable changes in water chemistry. Streams draining to the west (Toutle river and its tributaries) were compositionally affected by the various volcanic activities. Chloride and sulfate anion percentage exceeded the bicarbonate percentage up to one month following the eruption</span><span> period. Streams and lakes sampled in the immediate vicinity of Mount St. Helens, in addition to trace metals, contained organic compounds derived from decomposing wood buried in the debris deposits. This organic material may constitute a significant source of organic compounds to surface and ground water for some time to come.</span></p>","language":"English","publisher":"U.S. Department of Energy","usgsCitation":"Bonelli, J.E., Taylor, H.E., and Klein, J., 1982, Impact of Mount St. Helens eruption on hydrology and water quality: Technical Report N-8311538, 4 p.","productDescription":"4 p.","startPage":"261","endPage":"264","costCenters":[],"links":[{"id":342794,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Mount St. Helens","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.9425048828125,\n              45.71385093029221\n            ],\n            [\n              -121.51702880859374,\n              45.71385093029221\n            ],\n            [\n              -121.51702880859374,\n              46.69089949154197\n            ],\n            [\n              -122.9425048828125,\n              46.69089949154197\n            ],\n            [\n              -122.9425048828125,\n              45.71385093029221\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"594cd743e4b062508e3951f7","contributors":{"authors":[{"text":"Bonelli, J. E.","contributorId":35064,"corporation":false,"usgs":true,"family":"Bonelli","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":699775,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Taylor, Howard E. hetaylor@usgs.gov","contributorId":1551,"corporation":false,"usgs":true,"family":"Taylor","given":"Howard","email":"hetaylor@usgs.gov","middleInitial":"E.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":699776,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Klein, J.M.","contributorId":44550,"corporation":false,"usgs":true,"family":"Klein","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":699777,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70157457,"text":"70157457 - 1982 - Hydrology of Wisconsin wetlands","interactions":[],"lastModifiedDate":"2018-01-08T19:32:55","indexId":"70157457","displayToPublicDate":"1980-02-05T09:15:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5596,"text":"Wisconsin Geological & Natural History Survey Information Circular","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"40","title":"Hydrology of Wisconsin wetlands","docAbstract":"<p>Data from 15 wetland study sites, supplemented by data from reconnaissance visits to 219 additional wetlands, were used to describe the hydrologic characteristics of Wisconsin wetlands and to suggest a simple hydrologic classification system. Wisconsin's wetlands OCCUf in depressions and on slopes. They may be in contact with ground water or totally surface-water supported. Hydrologically, wetlands may be classed as surface-water depression, surface-water slope, ground-water depression, or ground-water slope wetlands. Precipitation comprises more than half of the inflow to all but the ground-water slope wetlands, where ground water may provide as much as 90 percent of the inflow. Flood peaks may be as much as 80 percent lower in basins with much wetland area than in similar basins with little or no wetland area. Ground-water recharge appears to be less in basins with much wetland area than in basins with little or no wetland area. Wetlands retain sediment, and sediment loads in streams draining basins with much wetland area may be 90 percent lower than those in streams draining basins with little or no wetland area.</p>","language":"English","publisher":"Wisconsin Geological & Natural History Survey","collaboration":"Prepared in cooperation with University of Wisconsin-Extension, Geological and Natural History Survey","usgsCitation":"Novitzki, R., 1982, Hydrology of Wisconsin wetlands: Wisconsin Geological & Natural History Survey Information Circular 40, v, 22 p.","productDescription":"v, 22 p.","numberOfPages":"29","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":308464,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":350388,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://wgnhs.uwex.edu/pubs/download_ic40/"}],"country":"United 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,{"id":70047535,"text":"70047535 - 1981 - Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas","interactions":[{"subject":{"id":57097,"text":"ofr801024 - 1980 - Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas","indexId":"ofr801024","publicationYear":"1980","noYear":false,"title":"Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":70047535,"text":"70047535 - 1981 - Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas","indexId":"70047535","publicationYear":"1981","noYear":false,"title":"Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas"},"id":1}],"lastModifiedDate":"2013-08-08T15:10:13","indexId":"70047535","displayToPublicDate":"2013-01-01T14:48:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":120,"text":"Irrigation Series","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"6","title":"Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas","docAbstract":"The alluvial valley of the North Fork Solomon River is an important agricultural area. Reservoir releases diverted below Kirwin Dam are the principal source of irrigation water. During the 1970'S, severe water shortages occurred in Kirwin Reservoir and other nearby reservoirs as a result of an extended drought. Some evidence indicates that surface-water shortages may have been the result of a change in the rainfall-runoff relationship. Examination of the rainfall-runoff relationship shows no apparent trend from 1951 to 1968, but annual records from 1969 to 1976 indicate that deficient rainfall occurred during 6 of the 8 years.\n\nGround water from the alluvial aquifer underlying the river valley also is used extensively for irrigation. Utilization of ground water for irrigation greatly increased from about 200 acre-feet in 1955 to about 12,300 acre-feet in 1976. Part of the surface water diverted for irrigation has percolated downward into the aquifer raising the ground-water level. Ground-water storage in the aquifer increased from 230,000 acre-feet in 1946 to 275,000 acre-feet in 1976-77.\n\nA digital model was used to simulate the steady-state conditions in the aquifer prior to closure of Kirwin Dam. Model results indicated that precipitation was the major source of recharge to the aquifer. The effective recharge, or gain from precipitation minus evapotranspiration, was about 11,700 acre-feet per year. The major element of discharge from the aquifer was leakage to the river. The simulated net leakage (leakage to the river minus leakage from the river) was about 11,500 acre-feet per year. The simulated value is consistent with the estimated gain in base flow of the river within the area modeled.\n\nMeasurements of seepage used to determine gain and loss to the stream were made twice during 1976. Based on these measurements and on base-flow periods identified from hydrographs, it was estimated that the ground-water discharge to the stream has increased about 4,000 acre-feet per year from 1946 to 1976. During the same period, ground water withdrawn from the aquifer increased 12,100 acre-feet per year. Hydrographs of water levels in wells indicate some withdrawal from aquifer storage during 1976, possibly as a combined result of below-normal rainfall and greatly increased pumpage. The analysis of data is inconclusive as to whether the aquifer can sustain increased groundwater development. However, the analysis does indicate that the aquifer could sustain withdrawals at the 1976 rate for several consecutive years of drought similar to the 1976 conditions.","language":"English","publisher":"Kansas Geological Survey","publisherLocation":"Lawrence, Kansas","collaboration":"Prepared by the Kansas Geological Survey and the U.S. Geological Survey","usgsCitation":"Jorgensen, D.G., and Stullken, L.E., 1981, Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas: Irrigation Series 6, viii, 34 p.; Maps: 2 Sheets.","productDescription":"viii, 34 p.; Maps: 2 Sheets","numberOfPages":"43","costCenters":[],"links":[{"id":276239,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70047535.png"},{"id":276238,"type":{"id":15,"text":"Index Page"},"url":"https://www.kgs.ku.edu/Publications/Bulletins/IRR6/"}],"country":"United States","state":"Kansas","otherGeospatial":"North Fork Solomon River Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -99.133333,39.466667 ], [ -99.133333,39.666667 ], [ -98.5,39.666667 ], [ -98.5,39.466667 ], [ -99.133333,39.466667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5204bdeee4b0403aa6262a61","contributors":{"authors":[{"text":"Jorgensen, Donald G.","contributorId":19537,"corporation":false,"usgs":true,"family":"Jorgensen","given":"Donald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":482293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stullken, Lloyd E.","contributorId":60609,"corporation":false,"usgs":true,"family":"Stullken","given":"Lloyd","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":482294,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70043705,"text":"70043705 - 1981 - Hydrologic reconnaissance of the southern Great Salt Lake Desert and summary of the hydrology of west-central Utah","interactions":[{"subject":{"id":23103,"text":"ofr80445 - 1980 - Hydrologic reconnaissance of the southern Great Salt Lake Desert and summary of the hydrology of west-central Utah","indexId":"ofr80445","publicationYear":"1980","noYear":false,"title":"Hydrologic reconnaissance of the southern Great Salt Lake Desert and summary of the hydrology of west-central Utah"},"predicate":"SUPERSEDED_BY","object":{"id":70043705,"text":"70043705 - 1981 - Hydrologic reconnaissance of the southern Great Salt Lake Desert and summary of the hydrology of west-central Utah","indexId":"70043705","publicationYear":"1981","noYear":false,"title":"Hydrologic reconnaissance of the southern Great Salt Lake Desert and summary of the hydrology of west-central Utah"},"id":1}],"lastModifiedDate":"2017-05-24T10:55:23","indexId":"70043705","displayToPublicDate":"2013-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"71","title":"Hydrologic reconnaissance of the southern Great Salt Lake Desert and summary of the hydrology of west-central Utah","docAbstract":"This report is the last of 19 hydrologic reconnaissances of the basins in western Utah. The purposes of this series of studies are (1) to analyze available hydrologic data and describe the hydrologic system, (2) to evaluate existing and potential water-resources development, and (3) to identify additional studies that might be needed. Part 1 of this report gives an estimate of recharge and discharge, an estimate of the potential for water-resources development, and a statement on the quality of water in the southern Great Salt Lake Desert part of west-central Utah. Part 2 deals with the same aspects of west-central Utah as a whole. Part 2 also summarizes the evidence of interbasin ground-water flow in west-central Utah and presents a theory for the origin of the water discharged from Fish Springs.","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United States Geological Survey in cooperation with The Utah Department of Natural Resources Division of Water Rights","usgsCitation":"Gates, J., and Kruer, S.A., 1981, Hydrologic reconnaissance of the southern Great Salt Lake Desert and summary of the hydrology of west-central Utah: Technical Publication 71, Report: vi, 55 p.; 4 Plates: 15.71 x 30.64 inches or smaller.","productDescription":"Report: vi, 55 p.; 4 Plates: 15.71 x 30.64 inches or smaller","numberOfPages":"61","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":331991,"rank":1,"type":{"id":15,"text":"Index 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,{"id":70039444,"text":"70039444 - 1981 - Water Resources Research October 1, 1979 - September 30, 1980: Summary statements of research activities by the Water Resources Division","interactions":[],"lastModifiedDate":"2012-08-04T01:01:57","indexId":"70039444","displayToPublicDate":"2012-01-01T15:55:28","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":379,"text":"Report","active":false,"publicationSubtype":{"id":6}},"title":"Water Resources Research October 1, 1979 - September 30, 1980: Summary statements of research activities by the Water Resources Division","docAbstract":"Research in the WRD had its beginnings in the late 1950's when the \"core research\" line item was added to the Congressional budget. Since this time the Federal program has grown from a \"basic sciences\" program to one that includes a broad spectrum of basic and applied scientific investigations. Water resources research in WRD includes the study of water in all its phases and uses the basic sciences of mathematics, chemistry, physics, biology, geology and engineering to gain a fundamental understanding of the processes that affect the movement of water and its chemical constituents through hydrologic systems. The basic knowledge and methodologies derived from water resources research are applicable not only to the solution of current problems associated with the Nation's water resources, but also to anticipated hydrologic issues.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70039444","collaboration":"Compiled by the Office of the Assistant Chief Hydrologist for Research and Technical Coordination, Water Resources Division","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1981, Water Resources Research October 1, 1979 - September 30, 1980: Summary statements of research activities by the Water Resources Division: Report, x, 233 p., https://doi.org/10.3133/70039444.","productDescription":"x, 233 p.","numberOfPages":"247","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":261584,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70039444/report.pdf"},{"id":261585,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70039444/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bc780e4b08c986b32c496","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":535304,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70039034,"text":"70039034 - 1981 - United States Geological Survey Yearbook, fiscal year 1980","interactions":[],"lastModifiedDate":"2017-03-08T16:36:34","indexId":"70039034","displayToPublicDate":"2012-01-01T11:52:39","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":392,"text":"Yearbook","active":false,"publicationSubtype":{"id":6}},"title":"United States Geological Survey Yearbook, fiscal year 1980","docAbstract":"It is not very often that a single event is so overwhelming that it changes public perceptions of natural hazards for generations. Perhaps for the U.S. Geological Survey, the explosive volcanic activity of Mount St. Helens began such a change. After 101 years of careful science of the Earth's past and meticulous observations and assessments of the present, predictive earth science was in full public view. However vague and faint the glimpse of the future made possible by earth science, it was enough. Warnings were issued, thousands of lives were saved, and the age of real-time geology began. The Survey's basic mission has not changed, but the power of our analytical tools has increased by several orders of magnitude. The Survey's efforts to understand Earth processes and hydrologic principles continued with the collection, during fiscal year 1980, of valuable new data on the geologic origin and framework, seismicity, and mineral and energy resources of the United States. The Survey is also responsible for classification of the leasable minerals on Federal lands and the regulation of mineral exploration and development activities on Federal and Indian lands. As the principal earth science fact-gathering agency, the Survey provides information for sound decisionmaking by government and private industry. Industry uses the Survey's information in exploring for energy and minerals and improving their efforts to make development of energy and minerals compatible with environmental protection standards. Government uses the Survey's information in conducting leasing operations on public lands, in regulating the safe design and siting of nuclear plants, and in establishing guidelines for determining and locating areas that are subject to geologic hazards such as landslides, earthquakes, and volcanic eruptions. The Yearbook reports a broad range of the Survey's accomplishments during the past fiscal year and provides an overview of future directions. Many of the topics covered will continue to be important natural resource and earth science issues of the 1980's.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/70039034","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1981, United States Geological Survey Yearbook, fiscal year 1980: Yearbook, vi, 137 p., https://doi.org/10.3133/70039034.","productDescription":"vi, 137 p.","costCenters":[],"links":[{"id":261273,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70039034/report.pdf","text":"Report","size":"49.27 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":261274,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70039034/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bbc91e4b08c986b328cf5","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":535203,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8877,"text":"ofr81813 - 1981 - Index to active hydrologic data collection sites in Florida, 1980-81","interactions":[{"subject":{"id":15989,"text":"ofr80220 - 1980 - Index to active hydrologic data collection sites in Florida, 1978-79","indexId":"ofr80220","publicationYear":"1980","noYear":false,"title":"Index to active hydrologic data collection sites in Florida, 1978-79"},"predicate":"SUPERSEDED_BY","object":{"id":8877,"text":"ofr81813 - 1981 - Index to active hydrologic data collection sites in Florida, 1980-81","indexId":"ofr81813","publicationYear":"1981","noYear":false,"title":"Index to active hydrologic data collection sites in Florida, 1980-81"},"id":1}],"lastModifiedDate":"2025-12-11T18:33:29.14673","indexId":"ofr81813","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-813","title":"Index to active hydrologic data collection sites in Florida, 1980-81","docAbstract":"<p>This index contains a list of active data-collection sites in Florida operated by the U.S. Geological Survey in cooperation with local, State, and Federal agencies during the period from October 1, 1980 through September 30, 1981. It is an update of \"Index to Active Hydrologic Data Collection Sites in Florida, 1978-79\" by J. D. Simmons, 1980, which was released as U.S. Geological Survey Open-File Report 80-220. The index shows the location of the site, the cooperator or cooperators supporting the data collection activities, the type and frequency of data collection, and the U.S. Geological Survey office responsible for collecting and processing the data.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81813","collaboration":"Prepared in cooperation with the Florida Department of Environmental Regulation","usgsCitation":"Foose, D.W., and Thagard, M.E., 1981, Index to active hydrologic data collection sites in Florida, 1980-81: U.S. Geological Survey Open-File Report 81-813, v, 308 p., https://doi.org/10.3133/ofr81813.","productDescription":"v, 308 p.","costCenters":[],"links":[{"id":142633,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0813/report-thumb.jpg"},{"id":497346,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0813/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":10125,"text":"ofr81220 - 1981 - Potentially favorable areas for large-yield wells in the Red River Formation and Madison Limestone in parts of Montana, North Dakota, South Dakota, Wyoming, and Nebraska","interactions":[{"subject":{"id":10125,"text":"ofr81220 - 1981 - Potentially favorable areas for large-yield wells in the Red River Formation and Madison Limestone in parts of Montana, North Dakota, South Dakota, Wyoming, and Nebraska","indexId":"ofr81220","publicationYear":"1981","noYear":false,"title":"Potentially favorable areas for large-yield wells in the Red River Formation and Madison Limestone in parts of Montana, North Dakota, South Dakota, Wyoming, and Nebraska"},"predicate":"SUPERSEDED_BY","object":{"id":45714,"text":"pp1273E - 1983 - Potentially favorable areas for large-yield wells in the Red River Formation and Madison Limestone in parts of Montana, North Dakota, South Dakota, and Wyoming","indexId":"pp1273E","publicationYear":"1983","noYear":false,"chapter":"E","title":"Potentially favorable areas for large-yield wells in the Red River Formation and Madison Limestone in parts of Montana, North Dakota, South Dakota, and Wyoming"},"id":1}],"supersededBy":{"id":45714,"text":"pp1273E - 1983 - Potentially favorable areas for large-yield wells in the Red River Formation and Madison Limestone in parts of Montana, North Dakota, South Dakota, and Wyoming","indexId":"pp1273E","publicationYear":"1983","noYear":false,"title":"Potentially favorable areas for large-yield wells in the Red River Formation and Madison Limestone in parts of Montana, North Dakota, South Dakota, and Wyoming"},"lastModifiedDate":"2022-08-09T15:28:15.441093","indexId":"ofr81220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-220","title":"Potentially favorable areas for large-yield wells in the Red River Formation and Madison Limestone in parts of Montana, North Dakota, South Dakota, Wyoming, and Nebraska","docAbstract":"<p>The need for large quantities of energy has created interest in the Fort Union coal region of the Northern Great Plains. Extensive development of this coal, which may include onsite steam-power generation, gasification, liquefaction, and slurry-pipeline transport of the coal from this region, would place a heavy demand on the region's limited streamflow. Paleozoic rocks that underlie the Fort Union coal region and aquifers in these rocks, including the Red River Formation and the Madison Limestone, might supply, at least on a temporary basis, a significant part of the water required for coal development. The area of study covers approximately 200,000 square miles, and includes eastern Montana, western North Dakota and South Dakota, northeastern Wyoming, and northwestern Nebraska. This report, one of a series in the Madison Limestone study, uses hydrologic and geologic data to outline potentially favorable areas for well construction - that is, areas in which there is a good probability that large-yield wells (more than 500 gallons per minute) can be completed in the Red River Formation and in the Madison Limestone. Potentially favorable areas in terms of aquifer characteristics, for both the Red River Formation and the Madison Limestone, are given a numerical evaluation from 1 to 3 based on the number of the following criteria that are met: (1) the presence of more than 100 feet of relatively porous rock, (2) the presence of more than 100 feet of dolomite, and (3) the presence of known geologic structures which could affect yield. Areas rated 3 are those in which all three criteria are satisfied; areas rated 2 are those in which two criteria are satisfied; and areas rated 1 are those in which only one criterion is satisfied. The criteria selected for this analysis were chosen because they can be recognized and mapped over the entire study area. Local features such as minor structures, solution zones, and rock facies of small extent were not included in this regional evaluation. In addition, water quality was considered in a general way in defining the favorable areas, by excluding areas in which the electrical resistivity of formation water, as calculated from geophysical well logs, was less than 1 ohm-meter. The numerical scales of the Red River Formation and Madison Limestone are summed to show potentially favorable areas for the combined aquifers. Certain additional factors which may be important to a prospective water user were not included in the numerical ranking - these include depths to the two aquifers, calcite saturation, water temperature, total dissolved solids, and piezometric head in relation to land surface. For a complete evaluation, potential users should consider these factors plus local structures, facies, and solution zones in conjunction with the numerical rankings reflecting aquifer characteristics. To facilitate consideration of piezometric head, maps are included in this report showing areas in which the piezometric head falls in certain ranges with respect to land surface.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81220","usgsCitation":"MacCary, L., Cushing, E.M., and Brown, D.L., 1981, Potentially favorable areas for large-yield wells in the Red River Formation and Madison Limestone in parts of Montana, North Dakota, South Dakota, Wyoming, and Nebraska: U.S. Geological Survey Open-File Report 81-220, Report: vi, 29 p.; 1 Plate: 17.86 x 21.76 inches, https://doi.org/10.3133/ofr81220.","productDescription":"Report: vi, 29 p.; 1 Plate: 17.86 x 21.76 inches","costCenters":[],"links":[{"id":405012,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0220/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":405011,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0220/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145531,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0220/report-thumb.jpg"}],"country":"United States","state":"Montana, Nebraska, North Dakota, South Dakota, Wyoming","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115.13671875,\n              40.111688665595956\n            ],\n            [\n              -96.328125,\n              40.111688665595956\n            ],\n            [\n              -96.328125,\n              49.03786794532644\n            ],\n            [\n              -115.13671875,\n              49.03786794532644\n            ],\n            [\n              -115.13671875,\n              40.111688665595956\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a86be","contributors":{"authors":[{"text":"MacCary, L.M.","contributorId":13200,"corporation":false,"usgs":true,"family":"MacCary","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":160852,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cushing, E. M.","contributorId":94273,"corporation":false,"usgs":true,"family":"Cushing","given":"E.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":160854,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, David L.","contributorId":55425,"corporation":false,"usgs":true,"family":"Brown","given":"David","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":160853,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":11533,"text":"ofr81405 - 1981 - Hydrogeologic conditions in the coastal plain of New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:06:36","indexId":"ofr81405","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1981","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":"81-405","title":"Hydrogeologic conditions in the coastal plain of New Jersey","docAbstract":"A wedge-shaped mass of unconsolidated sediments composed of alternating layers of clay, silt, sand, and gravel underlies the Coastal Plain of New Jersey. The hydrologic units of this mass vary in thickness, lateral extent, lithology, and water-bearing characteristics. Some of the units act as aquifers, whereas other units act as confining layers. The entire sediment wedge is almost an independent and isolated hydrologic system. Components of the long-term hydrologic budget for the Coastal Plain are precipitation, streamflow, and water loss. Under natural conditions, average precipitation is about 44 inches per year; while streamflow and water loss are about 20 and 24 inches per year, respectively. More than 75 percent of the streamflow in the Coastal Plain is derived from ground-water runoff. Some activities of man have modified the natural hydrologic cycle in the Coastal Plain. The primary activity affecting the system has been the withdrawal of ground water. Major changes in the flow patterns of water in several aquifers have been recognized during the past few decades partially as a result of increasing ground-water withdrawal. Where head gradients are large enough, water can be induced to flow from adjacent surface-water bodies or through confining beds. Induced recharge from the Delaware River to the Potomac-Raritan-Magothy aquifer system is occurring as a result of pumping stresses in the outcrop area of the aquifer. Recharge from the river to the aquifer from Salem to Burlington County was estimated to be about 113 cubic feet per second in 1978. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr81405","usgsCitation":"Vowinkel, E.F., and Foster, W.K., 1981, Hydrogeologic conditions in the coastal plain of New Jersey: U.S. Geological Survey Open-File Report 81-405, ix, 48 p. ;28 cm., https://doi.org/10.3133/ofr81405.","productDescription":"ix, 48 p. ;28 cm.","costCenters":[],"links":[{"id":144552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0405/report-thumb.jpg"},{"id":39397,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0405/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628bd5","contributors":{"authors":[{"text":"Vowinkel, Eric F.","contributorId":53788,"corporation":false,"usgs":true,"family":"Vowinkel","given":"Eric","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":163315,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Foster, W. Kendall","contributorId":7284,"corporation":false,"usgs":true,"family":"Foster","given":"W.","email":"","middleInitial":"Kendall","affiliations":[],"preferred":false,"id":163314,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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