{"pageNumber":"4383","pageRowStart":"109550","pageSize":"25","recordCount":184900,"records":[{"id":70125400,"text":"70125400 - 1991 - Clarifications and corrections of the dates of issue of some publications containing descriptions of North American birds","interactions":[],"lastModifiedDate":"2014-09-16T14:09:54","indexId":"70125400","displayToPublicDate":"1990-10-01T14:00:00","publicationYear":"1991","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":890,"text":"Archives of Natural History","active":true,"publicationSubtype":{"id":10}},"title":"Clarifications and corrections of the dates of issue of some publications containing descriptions of North American birds","docAbstract":"

The date of issue of a work containing a new scientific name determines the date the name is available and, therefore, the priority of the name with respect to other applied to the same taxon. Differences between the dates printed in publications and the actual dates of issues often resulted from procedures in distribution and erratic publishing schedules, especially before the twentieth century. Distribution, including that to subscribers, was usually the responsibility of the author (Jackson, 1975: 14-15). Early publications were customarily issues in parts (Price, 1982) and the dated title page was usually issued last, which complicates matters of establishing an actual publication date.

\n
\n

Early bibliographic works, especially those of Sherborn (e.g., 1902-1933), Mathews (e.g., 1911, 1919, 1925), Waterhouse (e.g., 1885, 1889, 1937), Zimmer (1926), and Richmond (e.g., 1899b, 1902, 1917), have provided information on the actual dates of issue of many ornithological works. Many modern publications (e.g. American Ornithologists' Union [A.O.U.], 1957, 1983; various volumes of Peters's check-lists) have neglected recent, and some older, bibliographic works on several sources of scientific names of birds that affect the proper citations. Here, we clarify information on the dates of issue of some publications on North American (sensu, A.O.U., 1983) birds. In the event the actual day of issue cannot be determined, the last day of the month or year, whichever was known, or, lacking such information, the printed date, is the date of availability of the scientific name (International Commission on Zoological Nomenclature, 1985: Article 21). Sources for determining the dates of issue include bibliographic works and the invaluable notes of Charles W. Richmond (in the Division of Birds library, Smithsonian Institution). In the following, books are listed alphabetically by the author of the scientific names, and journals by the first word in their title.

","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Archives of Natural History","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Society for the Bibliography of Natural History","publisherLocation":"London","doi":"10.3366/anh.1991.18.3.381","usgsCitation":"Browning, M.R., and Monroe, B.L., 1991, Clarifications and corrections of the dates of issue of some publications containing descriptions of North American birds: Archives of Natural History, v. 18, no. 3, p. 381-405, https://doi.org/10.3366/anh.1991.18.3.381.","productDescription":"25 p.","startPage":"381","endPage":"405","numberOfPages":"25","costCenters":[],"links":[{"id":293986,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":293985,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.3366/anh.1991.18.3.381"}],"volume":"18","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"54195127e4b091c7ffc8e5f6","contributors":{"authors":[{"text":"Browning, M. Ralph","contributorId":8528,"corporation":false,"usgs":true,"family":"Browning","given":"M.","email":"","middleInitial":"Ralph","affiliations":[],"preferred":false,"id":501390,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Monroe, Burt L. Jr.","contributorId":87074,"corporation":false,"usgs":true,"family":"Monroe","given":"Burt","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":501391,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70171235,"text":"70171235 - 1991 - A computer program for GEOphysical log data MANagement and plotting (GEOMAN)","interactions":[],"lastModifiedDate":"2016-06-02T09:12:18","indexId":"70171235","displayToPublicDate":"1990-02-13T05:00:00","publicationYear":"1991","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"A computer program for GEOphysical log data MANagement and plotting (GEOMAN)","largerWorkType":{"id":24,"text":"Conference Paper"},"largerWorkTitle":"Proceedings of the International Symposium on Tropical Hydrology","largerWorkSubtype":{"id":19,"text":"Conference Paper"},"conferenceTitle":"International Symposium on Tropical Hydrology and Fourth Caribbean Islands Water Resources Congress","conferenceDate":"July 23-27, 1990","conferenceLocation":"San Juan, Puerto Rico","language":"English","publisher":"American Water Resources Associatio","publisherLocation":"Bethesda, MD","usgsCitation":"Arroyo, I.E., Torres-Gonzalez, S., and Carrasquillo, R., 1991, A computer program for GEOphysical log data MANagement and plotting (GEOMAN), in Proceedings of the International Symposium on Tropical Hydrology, San Juan, Puerto Rico, July 23-27, 1990.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"links":[{"id":321709,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57481e2be4b07e28b664db79","contributors":{"editors":[{"text":"Krishna, J.H.","contributorId":169959,"corporation":false,"usgs":false,"family":"Krishna","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":631621,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Quinones-Aponte, Vicente","contributorId":48552,"corporation":false,"usgs":true,"family":"Quinones-Aponte","given":"Vicente","email":"","affiliations":[],"preferred":false,"id":631622,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Gomez-Gomez, Fernando","contributorId":169637,"corporation":false,"usgs":false,"family":"Gomez-Gomez","given":"Fernando","email":"","affiliations":[],"preferred":false,"id":631623,"contributorType":{"id":2,"text":"Editors"},"rank":3},{"text":"Morris, G.L.","contributorId":169960,"corporation":false,"usgs":false,"family":"Morris","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":631624,"contributorType":{"id":2,"text":"Editors"},"rank":4}],"authors":[{"text":"Arroyo, I. E.","contributorId":120615,"corporation":false,"usgs":true,"family":"Arroyo","given":"I.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":630337,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Torres-Gonzalez, Sigfredo sttorres@usgs.gov","contributorId":3997,"corporation":false,"usgs":true,"family":"Torres-Gonzalez","given":"Sigfredo","email":"sttorres@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":630338,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Carrasquillo, Ramon A.","contributorId":100815,"corporation":false,"usgs":true,"family":"Carrasquillo","given":"Ramon A.","affiliations":[],"preferred":false,"id":630339,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":5222915,"text":"5222915 - 1991 - Social foraging and feeding environment of the black-crowned night heron in an industrialized estuary","interactions":[],"lastModifiedDate":"2023-08-29T16:03:37.339076","indexId":"5222915","displayToPublicDate":"1990-01-01T12:18:13","publicationYear":"1991","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1046,"text":"Bird Behaviour","active":true,"publicationSubtype":{"id":10}},"title":"Social foraging and feeding environment of the black-crowned night heron in an industrialized estuary","docAbstract":"A nesting colony of more than 300 pairs of Black-crowned Night-Herons in the Patapsco River estuary, Baltimore Harber, Maryland was monitored from May to July 1988. The departure direction and departure time of each Heron was recorded during mornjng and evening observations at the colony. In addition, individual Herons were followed to landing sites in the estuary with small boats and aircraft. Herons appear to be quite social in foraging and may concentrate their feeding in some of the most industrialized parts of the estuary. Night-Herons may prosper in urban environments because some of their prey are attracted to intense shoreline illumination at night. New quantitative methods were developed to cope with the lack of statistical independence when dealing with social species.","language":"English","publisher":"Cognizant Communication Corporation","doi":"10.3727/015613890791749037","usgsCitation":"Erwin, R.M., Hatfield, J., and Link, W.A., 1991, Social foraging and feeding environment of the black-crowned night heron in an industrialized estuary: Bird Behaviour, v. 9, no. 1-2, p. 94-102, https://doi.org/10.3727/015613890791749037.","productDescription":"9 p.","startPage":"94","endPage":"102","numberOfPages":"9","costCenters":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":197802,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Maryland","otherGeospatial":"Baltimore Harbor, Patapsco River estuary","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -76.6393760083936,\n 39.29413319845605\n ],\n [\n -76.6393760083936,\n 39.20984565554215\n ],\n [\n -76.50697314015895,\n 39.20984565554215\n ],\n [\n -76.50697314015895,\n 39.29413319845605\n ],\n [\n -76.6393760083936,\n 39.29413319845605\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","volume":"9","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b42ca","contributors":{"authors":[{"text":"Erwin, R. Michael 0000-0003-2108-9502","orcid":"https://orcid.org/0000-0003-2108-9502","contributorId":57125,"corporation":false,"usgs":true,"family":"Erwin","given":"R.","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":337440,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hatfield, Jeff S.","contributorId":41372,"corporation":false,"usgs":true,"family":"Hatfield","given":"Jeff S.","affiliations":[],"preferred":false,"id":337439,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Link, William A. 0000-0002-9913-0256 wlink@usgs.gov","orcid":"https://orcid.org/0000-0002-9913-0256","contributorId":146920,"corporation":false,"usgs":true,"family":"Link","given":"William","email":"wlink@usgs.gov","middleInitial":"A.","affiliations":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"preferred":true,"id":337438,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70125935,"text":"70125935 - 1991 - Position statement on the effects of livestock grazing on riparian and stream ecosystems","interactions":[],"lastModifiedDate":"2023-12-05T11:41:36.118662","indexId":"70125935","displayToPublicDate":"1990-01-01T10:31:23","publicationYear":"1991","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1657,"text":"Fisheries","onlineIssn":"1548-8446","printIssn":"0363-2415","active":true,"publicationSubtype":{"id":10}},"title":"Position statement on the effects of livestock grazing on riparian and stream ecosystems","docAbstract":"No abstract available.","language":"English","publisher":"Wiley","usgsCitation":"Armour, C., Duff, D., and Elmore, W., 1991, Position statement on the effects of livestock grazing on riparian and stream ecosystems: Fisheries, v. 16, no. 1, p. 7-11.","productDescription":"5 p.","startPage":"7","endPage":"11","costCenters":[],"links":[{"id":294119,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":423208,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://doi.org/10.1577/1548-8446-16-1"}],"volume":"16","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"541bf449e4b0e96537ddf7fb","contributors":{"authors":[{"text":"Armour, C.L.","contributorId":42530,"corporation":false,"usgs":true,"family":"Armour","given":"C.L.","affiliations":[],"preferred":false,"id":501726,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Duff, D.A.","contributorId":73931,"corporation":false,"usgs":true,"family":"Duff","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":501727,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Elmore, W.","contributorId":102003,"corporation":false,"usgs":true,"family":"Elmore","given":"W.","email":"","affiliations":[],"preferred":false,"id":501728,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29913,"text":"wri894136 - 1991 - Hydrogeology and water quality of glacial-drift aquifers in the Bemidji-Bagley area, Beltrami, Clearwater, Cass, and Hubbard Counties, Minnesota","interactions":[],"lastModifiedDate":"2023-03-14T18:38:18.607962","indexId":"wri894136","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1991","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":"89-4136","title":"Hydrogeology and water quality of glacial-drift aquifers in the Bemidji-Bagley area, Beltrami, Clearwater, Cass, and Hubbard Counties, Minnesota","docAbstract":"

Unconfined and the upper confined aquifers in glacial drift are the primary sources of water in a 1,600 square-mile area including parts of Beltrami, Cass, Clearwater, and Hubbard Counties, Minnesota. The unconfineddrift aquifer consists of coarse sand and gravel in the center of the study area. The total area underlain by the unconfined-drift aquifer is approximately 550 square miles. The unconfined aquifer ranges in thickness from 0 to 130 feet, and is greater than 20 feet thick over an area of 280 square miles. On the basis of scant data, the transmissivity of the unconfined aquifer ranges from less than 70 feet squared per day in the south and west to greater than 8,900 feet squared per day in an area west of Bemidji. Well yields from 10 to 300 gallons per minute are possible in some areas. The unconfined and upper confined-drift aquifers are separated by a fine-grained confining unit of till or lake deposits.

\n

The thickness of the upper confined-drift aquifer ranges from 0 to 60 feet in the Bemidji area. On the basis of specific-capacity and aquifer-thickness data, and results of model simulations, the transmissivity of the upper confined-drift aquifer ranges from less than 100 feet squared per day in the south and west parts of the aquifer to about 12,800 feet squared per day in the area around Bemidji. Well yields of 10 to 2,100 gallons per minute are possible in some areas.

\n

The direction of ground-water flow in both unconfined and upper confineddrift aquifers is toward the Mississippi and Clearwater Rivers. These rivers are the major discharge points for both aquifers. Ground-water divides, which separate the ground-water flow systems that discharge to these rivers, are approximately coincidental with surface-water divides between the rivers.

\n

Water from both aquifers generally is of the calcium bicarbonate type and is very hard, averaging 309 and 267 milligrams per liter as CaCO3 from confined and unconfined-drift aquifers, respectively. Water from both aquifers generally is suitable for drinking, crop irrigation, and most other uses. Concentrations of ammonia, boron, chromium, iron, manganese, and phenols, however, locally exceed recommended limits for drinking water (Minnesota Pollution Control Agency, 1988). Longer residence time and leakage through glacial till is believed to cause higher concentrations of common inorganic constituents in water from confined-drift aquifers than concentrations in water from the unconfined-drift aquifer. Elevated concentrations of nutrients, chloride, and phenols in the unconfined-drift aquifer may be related to land-use practices.

\n

Statistical comparisons of common chemical constituents in water from wells completed in the unconfined-drift aquifer in several land-use areas suggest that concentrations of many constituents and physical properties are generally greater for wells in areas of commercial and residential land-use than for wells in areas of agriculture or forest land-use. These constituents include ammonia plus organic nitrogen, phosphorus, calcium, sodium, potassium, chloride, sulfate, silica, dissolved solids, and specific conductances. The mean values of ammonia nitrogen, magnesium, and fluoride are generally greater for wells in commercial land-use type areas than for wells in forested and agricultural land-use type areas. The mean concentration of nitrogen (N02 + NO3, dissolved) is generally greater for wells in residential land-use type areas than for wells in forested and agricultural land-use type areas.

\n

The Kruskil-Wallis test, a nonparametric that for 12 of the 21 constituents sampled in groups in the unconfined-drift aquifer, a of these constituents and land use was found statistical technique, indicated common in all land-use type relation between the concentration to be statistically significant.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri894136","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources and the Bemedji-Bagley Ground-Water Study Steering Committee","usgsCitation":"Stark, J., Busch, J.P., and Deters, M.H., 1991, Hydrogeology and water quality of glacial-drift aquifers in the Bemidji-Bagley area, Beltrami, Clearwater, Cass, and Hubbard Counties, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 89-4136, x, 135 p., https://doi.org/10.3133/wri894136.","productDescription":"x, 135 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":414117,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47226.htm","linkFileType":{"id":5,"text":"html"}},{"id":58731,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4136/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121873,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4136/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Beltrami County, Cass County, Clearwater County, Hubbard County","otherGeospatial":"Bemidji-Bagley area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -95.5294,\n 47.6906\n ],\n [\n -95.5294,\n 47.12\n ],\n [\n -94.4133,\n 47.12\n ],\n [\n -94.4133,\n 47.6906\n ],\n [\n -95.5294,\n 47.6906\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db6251fb","contributors":{"authors":[{"text":"Stark, J. R.","contributorId":100406,"corporation":false,"usgs":true,"family":"Stark","given":"J. R.","affiliations":[],"preferred":false,"id":202346,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Busch, J. P.","contributorId":54256,"corporation":false,"usgs":true,"family":"Busch","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":202344,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Deters, M. H.","contributorId":60277,"corporation":false,"usgs":true,"family":"Deters","given":"M.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":202345,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70006776,"text":"70006776 - 1990 - Distribution and movement patterns of manatees (Trichechus manatus) in northwestern peninsular Florida","interactions":[],"lastModifiedDate":"2016-01-15T11:16:58","indexId":"70006776","displayToPublicDate":"2025-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"title":"Distribution and movement patterns of manatees (Trichechus manatus) in northwestern peninsular Florida","docAbstract":"

No abstract available.

","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Florida Marine Research Publications","largerWorkSubtype":{"id":9,"text":"Other Report"},"language":"English","publisher":"State of Florida, Department of Natural Resources","publisherLocation":"Tallahassee, FL","usgsCitation":"Rathbun, G.B., Reid, J., and Carowan, G., 1990, Distribution and movement patterns of manatees (Trichechus manatus) in northwestern peninsular Florida, v. 48, 33 p.","productDescription":"33 p.","numberOfPages":"33","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":651,"text":"Western Ecological Research Center","active":true,"usgs":true}],"links":[{"id":289185,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.6349,24.5211 ], [ -87.6349,31.001 ], [ -80.0311,31.001 ], [ -80.0311,24.5211 ], [ -87.6349,24.5211 ] ] ] } } ] }","volume":"48","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53b286e6e4b07b8813a55480","contributors":{"authors":[{"text":"Rathbun, G. B.","contributorId":106044,"corporation":false,"usgs":true,"family":"Rathbun","given":"G.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":355195,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reid, J.P. 0000-0002-8497-1132","orcid":"https://orcid.org/0000-0002-8497-1132","contributorId":59372,"corporation":false,"usgs":true,"family":"Reid","given":"J.P.","affiliations":[],"preferred":false,"id":355193,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Carowan, G.","contributorId":75105,"corporation":false,"usgs":true,"family":"Carowan","given":"G.","email":"","affiliations":[],"preferred":false,"id":355194,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70123529,"text":"70123529 - 1990 - Caretta Cretta (Linnaeus), Loggerhead Sea Turtle","interactions":[],"lastModifiedDate":"2016-01-15T10:45:39","indexId":"70123529","displayToPublicDate":"2025-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Caretta Cretta (Linnaeus), Loggerhead Sea Turtle","docAbstract":"

No abstract available.

","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Catalogue of American Amphibians and Reptiles","largerWorkSubtype":{"id":4,"text":"Other Government Series"},"language":"English","publisher":"Society for the Study of Amphibians and Reptiles","publisherLocation":"Salt Lake City, UT","usgsCitation":"Dodd, C., 1990, Caretta Cretta (Linnaeus), Loggerhead Sea Turtle, chap. of Catalogue of American Amphibians and Reptiles, 1 p.","productDescription":"1 p.","numberOfPages":"1","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":293442,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"540ace42e4b023c1f29d58ad","contributors":{"authors":[{"text":"Dodd, C.K. Jr.","contributorId":86286,"corporation":false,"usgs":true,"family":"Dodd","given":"C.K.","suffix":"Jr.","affiliations":[],"preferred":false,"id":500178,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29061,"text":"wri894129 - 1990 - Ground-water levels and quality at Crex Meadows Wildlife Area, Burnett County, Wisconsin","interactions":[],"lastModifiedDate":"2026-04-27T19:40:03.558899","indexId":"wri894129","displayToPublicDate":"2022-07-23T12:00:00","publicationYear":"1990","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":"89–4129","displayTitle":"Ground-Water Levels and Quality at Crex Meadows Wildlife Area, Burnett County, Wisconsin","title":"Ground-water levels and quality at Crex Meadows Wildlife Area, Burnett County, Wisconsin","docAbstract":"

During 1984, above-normal ground-water levels flooded the fields and basements in the vicinity of the Crex Meadows Wildlife Area. In response to concerns of neighboring farmers and homeowners, the Wisconsin Department of Natural Resources and the U.S. Geological Survey began a cooperative study to assess ground-water conditions in the area and to determine the causes of above-normal ground-water levels in and around the Crex Meadows Wildlife Area.

Data from an inventory of water levels in the Crex Meadows area measured in 1935 and 1937 were compared with data collected in 1986 and 1987. The comparison indicates that 1986 water levels were 5 to 10 feet higher throughout the area than in 1935 and 1937. Water levels declined about 5 feet throughout much of the area during 1987 and were only 0–5 feet higher than in the late 1930's. Hydrographs of water levels measured from 1985 to the fall of 1987 also indicate that water levels rose in 1985 and 1986 and fell abruptly in 1987.

Water levels in two wells, one in northern Burnett County and the other in Polk County, were compared to those in the wildlife area to determine whether the wetland impoundments contributed significantly to above-normal water levels measured in 1986 or whether levels were high throughout northwestern Wisconsin. Water-levels at long-term observation wells Bt-2 (1936–present) and Pk-40 (1951–present) (13 miles northeast and 20 miles southeast of Crex Meadows, respectively) during 1986 were the highest of record.

Long-term discharge records for the St. Croix River upstream (Danbury) and downstream (St. Croix Falls) from Crex Meadows indicate that the river reached its highest historical discharge volume during 1986.

Hydrographs showing cumulative departure from mean annual precipitation at two stations (Danbury and St. Croix Falls) indicate that the above-normal ground-water levels in 1986 were preceded by several years of above-normal precipitation. It is probable that the above-normal ground-water levels and surface- water discharge throughout the area can be attributed to above-normal precipitation. Groundwater- level fluctuations corresponded directly to variations in precipitation during 1985–87.

Chemical analyses of water samples from 20 observation wells indicate that calcium and bicarbonate are the predominant ions in ground water in the Crex Meadows area. Iron concentrations ranged from 45 to 45,000 micrograms per liter, and 17 of 20 samples exceeded the 300-micrograms-per-liter recommended drinking-water standard of the Wisconsin Department of Natural Resources.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri894129","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Patterson, G.L., 1990, Ground-water levels and quality at Crex Meadows Wildlife Area, Burnett County, Wisconsin (ver. 2.0, July 2022): U.S. Geological Survey Water-Resources Investigations Report 89–4129, 25 p., https://doi.org/10.3133/wri894129.","productDescription":"Report: iv, 19 p.","numberOfPages":"23","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":503576,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47224.htm","linkFileType":{"id":5,"text":"html"}},{"id":404377,"rank":4,"type":{"id":25,"text":"Version History"},"url":"https://pubs.usgs.gov/wri/1989/4129/versionHist.txt","size":"4.0 KB","linkFileType":{"id":2,"text":"txt"},"description":"WRIR 89–4129 version history"},{"id":387158,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4129/wrir894129.pdf","text":"Report","size":"675 kB","linkFileType":{"id":1,"text":"pdf"},"description":"WRIR 89–4129"},{"id":387157,"rank":2,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4129/coverthb3.jpg"}],"country":"United States","state":"Wisconsin","county":"Burnett County","otherGeospatial":"Crex Meadows Wildlife Area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.79911041259766,\n 45.74931859146165\n ],\n [\n -92.79911041259766,\n 45.8536734968093\n ],\n [\n -92.6202392578125,\n 45.8536734968093\n ],\n [\n -92.6202392578125,\n 45.74931859146165\n ],\n [\n -92.79911041259766,\n 45.74931859146165\n ]\n ]\n ]\n }\n }\n ]\n}","edition":"Version 1.0: January 1990; Version 2.0: July 2022","contact":"

Director, Upper Midwest Water Science Center
U.S. Geological Survey
8505 Research Way
Middleton, WI 53562

","tableOfContents":"","publishingServiceCenter":{"id":15,"text":"Madison PSC"},"publishedDate":"1990-01-01","revisedDate":"2022-07-25","noUsgsAuthors":false,"publicationDate":"1990-01-01","publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db66881d","contributors":{"authors":[{"text":"Patterson, G. L.","contributorId":35356,"corporation":false,"usgs":true,"family":"Patterson","given":"G.","email":"","middleInitial":"L.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200883,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29832,"text":"wri904143 - 1990 - Hydrologic effects of well-field operations in a wetland, Dade County, Florida","interactions":[],"lastModifiedDate":"2021-10-13T15:00:06.816128","indexId":"wri904143","displayToPublicDate":"2021-10-13T11:05:00","publicationYear":"1990","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":"90-4143","title":"Hydrologic effects of well-field operations in a wetland, Dade County, Florida","docAbstract":"Water-level, canal stage and discharge, and rainfall data collected in a wetland in Dade County, Florida, were analyzed to determine the effects of pumping at the Northwest Well Field on water levels in the wetland. The Northwest Well Field is the first major well field in south Florida to be operated in a wetland, away from saltwater intrusion and the potential for contamination caused by urbanization.\r\n\r\nDuration curves were used to analyze trends in water levels for seven observation wells near the Northwest Well Field. One observation well is 5.5 miles north of the well field, three wells are outside the cone of depression of the well field, and three are within the cone of depression. The water level data were analyzed for four time periods that were determined by a double-mass analysis of cumulative rainfall and cumulative canal discharge. Before 1984, water levels in all seven wells were above land surface 25 to 50 percent of the time. Since the well field began operating in 1984, water levels in the three wells within the cone of depression have been above land surface less than 1 percent of the time. Water levels at the four wells outside the cone of depression showed no effect from pumping at the well field.\r\n\r\nWater levels have declined in 30 percent of the 65- square mile study area since the well field began operating. In 15 percent of the area, water levels have been lowered below land surface.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri904143","usgsCitation":"Sonenshein, R., and Hofstetter, R.H., 1990, Hydrologic effects of well-field operations in a wetland, Dade County, Florida: U.S. Geological Survey Water-Resources Investigations Report 90-4143, iv, 16 p. :ill. ;28 cm., https://doi.org/10.3133/wri904143.","productDescription":"iv, 16 p. :ill. ;28 cm.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":58629,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4143/wri904143.pdf","text":"Report","size":"1.86 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 90-4143"},{"id":124058,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4143/report-thumb.jpg"}],"contact":"

Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314

Contact Pubs Warehouse

","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606f0f","contributors":{"authors":[{"text":"Sonenshein, R.S.","contributorId":10415,"corporation":false,"usgs":true,"family":"Sonenshein","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":202208,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hofstetter, Ronald H.","contributorId":51335,"corporation":false,"usgs":true,"family":"Hofstetter","given":"Ronald","email":"","middleInitial":"H.","affiliations":[{"id":13532,"text":"Department of Biology, University of Miami","active":true,"usgs":false}],"preferred":false,"id":202209,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26567,"text":"wri904135 - 1990 - A method to estimate canal leakage to the Biscayne Aquifer, Dade County, Florida","interactions":[],"lastModifiedDate":"2021-10-14T12:11:38.515462","indexId":"wri904135","displayToPublicDate":"2021-10-13T11:05:00","publicationYear":"1990","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":"90-4135","title":"A method to estimate canal leakage to the Biscayne Aquifer, Dade County, Florida","docAbstract":"The leakage characteristics of channels that partially penetrate the Biscayne aquifer and have reduced bed permeability were studied. Leakage characteristics were described in terms of a reach transmissivity-defined as the volume flow rate out of the channel per unit length of the channel per unit drawdown, where drawdown is defined as the difference in altitude between the water surface in the canal and the water table in the adjacent aquifer. A theoretical expression was developed to relate the reach transmissivity to the transmissivity of the formation, mean channel width, distance of drawdown measurement from the channel centerline, ratio of drawdowns on both sides of the channel, and local reach transmissivity associated with reduced bed permeability. This theoretical expression was verified using a fine-scale numerical model, which gave accurate results when drawdowns were measured beyond 10 aquifer depths from the side of the channel. Using the theoretical formulation, it is shown that the reach transmissivity employed in regional ground-water models, which are based on average drawdowns within a cell, depends on the size of the cell as well as the transmissivity of the formation, channel width, and local reach transmissivity due to reduced bed permeability.\r\n\r\nThe theoretical reach transmissivity function was compared with field measurements at L-31N Canal and Snapper Creek Extension Canal in Dade County, Florida. Analyses of the data for both canals showed good agreement between the estimated and measured reach transmissivities. At L- 31N Canal, field measurements indicated that the local reach transmissivity was relatively uniform over a 2-mile reach of the channel (averaging 630 cubic feet per second per mile per foot), and the formation transmissivity was 1.8 x106 feet squared per day. At Snapper Creek Extension Canal, an approximate analysis was necessary due to the inability of the acoustic velocity meter to measure very low water velocities in the channel. Assuming an aquifer transmissivity of 1 x 106 feet squared per day, drawdown measurements indicated that the local reach transmissivity was about 400 cubic feet per second per mile per foot. The theoretical relation, combined with the local reach transmissivity and formation transmissivity, was sufficient to predict the leakage out of L-31N Canal and Snapper Creek Extension Canal for any drawdown scenario.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri904135","usgsCitation":"Chin, D., 1990, A method to estimate canal leakage to the Biscayne Aquifer, Dade County, Florida: U.S. Geological Survey Water-Resources Investigations Report 90-4135, v, 32 p., https://doi.org/10.3133/wri904135.","productDescription":"v, 32 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":55432,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4135/wri904135.pdf","text":"Report","size":"1.38 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 90-4135"},{"id":124732,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4135/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Dade County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.57373046875,\n 25.31423555219758\n ],\n [\n -79.771728515625,\n 25.31423555219758\n ],\n [\n -79.771728515625,\n 26.23430203240673\n ],\n [\n -80.57373046875,\n 26.23430203240673\n ],\n [\n -80.57373046875,\n 25.31423555219758\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"

Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314

Contact Pubs Warehouse

","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db623819","contributors":{"authors":[{"text":"Chin, D.A.","contributorId":40632,"corporation":false,"usgs":true,"family":"Chin","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":196630,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28665,"text":"wri904115 - 1990 - Water-resources potential of the freshwater lens at Key West, Florida","interactions":[],"lastModifiedDate":"2021-10-14T12:10:52.107661","indexId":"wri904115","displayToPublicDate":"2021-10-13T11:05:00","publicationYear":"1990","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":"90-4115","title":"Water-resources potential of the freshwater lens at Key West, Florida","docAbstract":"The island of Key West lies at the end of the Florida Keys, about 150 miles southwest of Miami. The public-water supply for the island is provided by the Florida Keys Aqueduct Authority Well Field near Miami. However, there are many privately owned wells on the island that tap the local fresh ground-water lens for potable and nonpotable water supply. The number of people who use water from the wells for drinking purposes is unknown.\r\n\r\nFrom 1985 to 1988, the U.S. Geological Survey, in cooperation with the South Florida Water Management District, conducted an investigation to characterize the Key West freshwater lens. Observation wells were drilled to determine the extent of the lens and to characterize the water quality. Previous well logs and well-core data collected during the investigation showed the aquifer to be a highly permeable, porous, solution-riddled, oolitic limestone that allows rainfall recharge to quickly seep into the ocean and saltwater to easily intrude the aquifer.\r\n\r\nThe small freshwater lens (250 milligrams per liter of chloride concentration, or less) averages 5 feet in thickness below the center of the western half (Old Town) of the island. The lens contains about 20 million gallons of fresh-water during the dry season and about 30 million gallons during the wet season. Underlying the freshwater lens is a transition zone of freshwater-saltwater mix that extends to the saltwater interface (19,000 milligrams per liter of chloride concentration), which is about 40-feet deep at the center of the lens. The water table fluctuates and the configuration of the lens constantly changes, largely as a result of tidal effects. Other events, such as rainfall, pumping, and evapotranspiration, are masked by the tidal effects.\r\n\r\nThe freshwater lens is a calcium bicarbonate water that grades to a sodium chloride type near the saltwater interface. Elevated concentrations of nitrate nitrogen were found in water samples from wells in the Old Town district. However, concentrations generally were not above the maximum contaminant level of 10 milligrams per liter for drinking water established by the Florida Department of Environmental Regulation. Water samples near an old land-fill in the eastern half of the island had concentrations of iron (600-1,900 micrograms per liter) and lead (40-800 micrograms per liter) that extended maximum contaminant levels of 300 and 50 micrograms per liter. These trace-element concentrations generally decreased with distance from the landfill.\r\n\r\nAlthough the freshwater lens is a potential source of water for additional nonpotable water needs in Key West, any large-scale pumping could quickly exhaust the freshwater lens, and saline water could be rapidly drawn though the porous limestone aquifer. Water-quality data indicate that the lens is an unlikely source of potable water.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri904115","usgsCitation":"McKenzie, D., 1990, Water-resources potential of the freshwater lens at Key West, Florida: U.S. Geological Survey Water-Resources Investigations Report 90-4115, iv, 24 p., https://doi.org/10.3133/wri904115.","productDescription":"iv, 24 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":57505,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4115/report.pdf","text":"Report","size":"882 KB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 90-4115"},{"id":124359,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4115/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Key West","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.11181640625,\n 24.44714958973082\n ],\n [\n -81.39770507812499,\n 24.44714958973082\n ],\n [\n -81.39770507812499,\n 24.766784522874453\n ],\n [\n -82.11181640625,\n 24.766784522874453\n ],\n [\n -82.11181640625,\n 24.44714958973082\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"

Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314

Contact Pubs Warehouse

","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4df1","contributors":{"authors":[{"text":"McKenzie, D.J.","contributorId":75134,"corporation":false,"usgs":true,"family":"McKenzie","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":200197,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":54655,"text":"wdrMDDE901 - 1990 - Water resources data Maryland and Delaware, water year 1990, Volume 1. Atlantic Slope Basins, Delaware River through Patuxent River","interactions":[],"lastModifiedDate":"2021-01-22T19:38:30.759149","indexId":"wdrMDDE901","displayToPublicDate":"2021-01-22T14:50:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MD-DE-90-1","displayTitle":"Water Resources Data Maryland and Delaware, Water Year 1990, Volume 1. Atlantic Slope Basins, Delaware River through Patuxent River","title":"Water resources data Maryland and Delaware, water year 1990, Volume 1. Atlantic Slope Basins, Delaware River through Patuxent River","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMDDE901","usgsCitation":"James, R., Hornlein, J., Strain, B., and Smigaj, M., 1990, Water resources data Maryland and Delaware, water year 1990, Volume 1. 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No abstract available.

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","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb6ff","contributors":{"authors":[{"text":"James, R.W.","contributorId":70434,"corporation":false,"usgs":true,"family":"James","given":"R.W.","affiliations":[],"preferred":false,"id":251060,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hornlein, J.F.","contributorId":102554,"corporation":false,"usgs":true,"family":"Hornlein","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":251061,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Simmons, R.H.","contributorId":19982,"corporation":false,"usgs":true,"family":"Simmons","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":251059,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Smigaj, M.J.","contributorId":17682,"corporation":false,"usgs":true,"family":"Smigaj","given":"M.J.","affiliations":[],"preferred":false,"id":251058,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70199943,"text":"70199943 - 1990 - Economic implications of petroleum field size distributions","interactions":[],"lastModifiedDate":"2018-10-05T10:26:40","indexId":"70199943","displayToPublicDate":"2018-10-04T12:24:16","publicationYear":"1990","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1509,"text":"Energy Exploration & Exploitation","active":true,"publicationSubtype":{"id":10}},"displayTitle":"Economic implications of petroleum field size distributions","title":"Economic implications of petroleum field size distributions","docAbstract":"

The unprecedented natural gas price increases in the late 1970's and early 1980's allowed a glimpse of part of the in-situ distribution of natural gas fields that had been hidden by economic truncation. Analysis of those discoveries shows the distribution to be characterized by progressively larger numbers of fields as size category declines. This paper demonstrates the effects of economic truncation for gas fields found in Texas State and Federal offshore areas in the Gulf of Mexico. Economic and policy implications of alternative in-situ field size distribution influence future gas supplies, the associated costs, and petroleum industry activity.

","language":"English","publisher":"Sage Publications","doi":"10.1177/014459879000800307","issn":"01445987","usgsCitation":"Attanasi, E., and Drew, L., 1990, Economic implications of petroleum field size distributions: Energy Exploration & Exploitation, v. 8, no. 3, p. 245-257, https://doi.org/10.1177/014459879000800307.","productDescription":"13 p.","startPage":"245","endPage":"257","costCenters":[{"id":241,"text":"Eastern Energy Resources Science Center","active":true,"usgs":true}],"links":[{"id":358140,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"8","issue":"3","noUsgsAuthors":false,"publicationDate":"1990-06-01","publicationStatus":"PW","scienceBaseUri":"5c112564e4b034bf6a81e5b1","contributors":{"authors":[{"text":"Attanasi, Emil D. 0000-0001-6845-7160 attanasi@usgs.gov","orcid":"https://orcid.org/0000-0001-6845-7160","contributorId":198728,"corporation":false,"usgs":true,"family":"Attanasi","given":"Emil D.","email":"attanasi@usgs.gov","affiliations":[{"id":241,"text":"Eastern Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":747412,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Drew, Lawrence J. ldrew@usgs.gov","contributorId":190730,"corporation":false,"usgs":true,"family":"Drew","given":"Lawrence J.","email":"ldrew@usgs.gov","affiliations":[],"preferred":false,"id":747413,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1007600,"text":"1007600 - 1990 - Scutellospora arenicola and Glomus trimurales: Two new species in the Endogonaceae","interactions":[],"lastModifiedDate":"2025-05-16T16:36:35.493398","indexId":"1007600","displayToPublicDate":"2018-08-29T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2798,"text":"Mycologia","active":true,"publicationSubtype":{"id":10}},"title":"Scutellospora arenicola and Glomus trimurales: Two new species in the Endogonaceae","docAbstract":"

No abstract available. 

","language":"English","publisher":"Taylor & Francis","doi":"10.1080/00275514.1989.12025683","usgsCitation":"Koske, R.E., and Halvorson, W.L., 1990, Scutellospora arenicola and Glomus trimurales: Two new species in the Endogonaceae: Mycologia, v. 81, no. 6, p. 927-933, https://doi.org/10.1080/00275514.1989.12025683.","productDescription":"7 p.","startPage":"927","endPage":"933","costCenters":[{"id":651,"text":"Western Ecological Research Center","active":true,"usgs":true}],"links":[{"id":129868,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"San Miguel Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -120.46289955223338,\n 34.08633679726856\n ],\n [\n -120.46289955223338,\n 34.00595274800203\n ],\n [\n -120.29920913820527,\n 34.00595274800203\n ],\n [\n -120.29920913820527,\n 34.08633679726856\n ],\n [\n -120.46289955223338,\n 34.08633679726856\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","volume":"81","issue":"6","noUsgsAuthors":false,"publicationDate":"2018-08-29","publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a7b4","contributors":{"authors":[{"text":"Koske, R. E.","contributorId":32472,"corporation":false,"usgs":true,"family":"Koske","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":315692,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Halvorson, W. L.","contributorId":26246,"corporation":false,"usgs":true,"family":"Halvorson","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":315691,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70194853,"text":"70194853 - 1990 - Underwater research methods for study of nuclear bomb craters, Enewetak, Marshall Islands","interactions":[],"lastModifiedDate":"2018-01-23T16:10:42","indexId":"70194853","displayToPublicDate":"2018-01-23T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Underwater research methods for study of nuclear bomb craters, Enewetak, Marshall Islands","docAbstract":"

Three craters, created by the explosion of nuclear fusion devices, were mapped, sampled, core drilled and excavated with airlifts at Enewetak Atoll in the Marshall Islands by using scuba and a research submersible. The craters studied were Mike, Oak, and Koa. Tests took place near sea level at the transition between lithified reef flat and unlithified lagoonal sediments, where water depth ranged from 1 to 4 m. Craters produced by the blasts ranged from 30 to 60 m in depth. The purpose of our study was to determine crater diameter and depth immediately after detonation. Observations of submerged roadways and testing structures and upturned crater rims similar to those characteristic of meteor impacts indicate that the initial, or transient, craters were smaller than their present size. At some later time, while the area was too radioactive for direct examination, the sides of the craters slumped owing to dewatering of under lying pulverized rock. Core drilling of crater margins with a diver-operated hydraulic coring device provided additional data. On the seaward margin of the atoll, opposite Mike, a large portion of the atoll rim approximately the size of a city block had slumped into the deep ocean, leaving a clean vertical rock section more than 400m high. An abundance of aggressive grey reef sharks displaying classic territorial behavior prevented use of scuba at the Mike slump site. The two-person submersible R.V. Delta provided protection and allowed observations down to 300 m. During the 6-week period of study, we made more than 300 scuba and 275 submersible dives. Mapping was with side scan sonar and continuous video sweeps supplemented by tape-recorded verbal descriptions made from within the submersible. A mini-ranger navigation system linked to the submersible allowed plotting of bottom features, depth and sediment type with spatial accuracy to within 2 m.

","largerWorkType":{"id":24,"text":"Conference Paper"},"largerWorkSubtype":{"id":19,"text":"Conference Paper"},"language":"English","publisher":"American Academy of Underwater Sciences","usgsCitation":"Shinn, E., Halley, R., Kindinger, J., Hudson, J., and Slate, R., 1990, Underwater research methods for study of nuclear bomb craters, Enewetak, Marshall Islands, p. 327-344.","productDescription":"18 p.","startPage":"327","endPage":"344","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":350552,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5a6857f5e4b06e28e9c65f4c","contributors":{"authors":[{"text":"Shinn, E.A.","contributorId":38610,"corporation":false,"usgs":true,"family":"Shinn","given":"E.A.","email":"","affiliations":[],"preferred":false,"id":725668,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Halley, R.B.","contributorId":198913,"corporation":false,"usgs":false,"family":"Halley","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":725669,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kindinger, J. L.","contributorId":38983,"corporation":false,"usgs":true,"family":"Kindinger","given":"J. L.","affiliations":[],"preferred":false,"id":725670,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hudson, J.H.","contributorId":102505,"corporation":false,"usgs":true,"family":"Hudson","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":725671,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Slate, R.A.","contributorId":201470,"corporation":false,"usgs":false,"family":"Slate","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":725672,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":70198473,"text":"70198473 - 1990 - Pesticide and PCB residues for loggerhead shrikes in the Shenandoah Valley","interactions":[],"lastModifiedDate":"2018-08-03T14:00:04","indexId":"70198473","displayToPublicDate":"2018-01-01T13:57:53","publicationYear":"1990","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1103,"text":"Bulletin of Environmental Contamination and Toxicology","active":true,"publicationSubtype":{"id":10}},"title":"Pesticide and PCB residues for loggerhead shrikes in the Shenandoah Valley","docAbstract":"

The decline in loggerhead shrike (Lanius ludovicianus) populations is widespread and coincides with the use of organochlorines that began in the late 1940's and increased until the 1970's (Morrison 1981; Robbins et al. 1986; Tate 1986). An inhabitant of farmland areas, loggerhead shrikes prey on invertebrates and small vertebrates (Bent 1950), and thus risk exposure to pesticides and other agricultural chemicals. The role of contaminants in the decline of loggerhead shrikes has only been partially assessed (Busbee 1977; Anderson and Duzan 1978; Morrison 1979; Rudd et al. 1981). Studies of the nesting and winter ecology of loggerhead shrikes (Luukkonen 1987; Blumton 1989) during 1985-88 in the Shenandoah Valley, Virginia provided the opportunity to collect eggs and carcasses for contaminant residue analysis. In this paper we provide pesticide and polychlorinated biphenyl (PCB) residue data for eggs and carcasses collected.

","publisher":"Springer","doi":"10.1007/BF01700988","usgsCitation":"Blumton, A.K., Fraser, J., Young, R., Goodbred, S., Porter, S., and Luukkonen, D., 1990, Pesticide and PCB residues for loggerhead shrikes in the Shenandoah Valley: Bulletin of Environmental Contamination and Toxicology, v. 45, no. 5, p. 697-702, https://doi.org/10.1007/BF01700988.","productDescription":"6 p.","startPage":"697","endPage":"702","costCenters":[{"id":37280,"text":"Virginia and West Virginia Water Science Center ","active":true,"usgs":true}],"links":[{"id":356149,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","otherGeospatial":"Shenandoah Valley","volume":"45","issue":"5","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5c112564e4b034bf6a81e5b3","contributors":{"authors":[{"text":"Blumton, A. K.","contributorId":53491,"corporation":false,"usgs":true,"family":"Blumton","given":"A.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":741564,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fraser, J.D.","contributorId":68842,"corporation":false,"usgs":true,"family":"Fraser","given":"J.D.","affiliations":[],"preferred":false,"id":741565,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Young, R.W.","contributorId":206729,"corporation":false,"usgs":false,"family":"Young","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":741567,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Goodbred, S. 0000-0001-7626-9864 sgoodbred@usgs.gov","orcid":"https://orcid.org/0000-0001-7626-9864","contributorId":194510,"corporation":false,"usgs":true,"family":"Goodbred","given":"S.","email":"sgoodbred@usgs.gov","affiliations":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"preferred":false,"id":741568,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Porter, S.L.","contributorId":41171,"corporation":false,"usgs":true,"family":"Porter","given":"S.L.","email":"","affiliations":[],"preferred":false,"id":741569,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Luukkonen, D.L.","contributorId":206730,"corporation":false,"usgs":false,"family":"Luukkonen","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":741570,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":70187667,"text":"70187667 - 1990 - Solving groundwater flow problems by conjugate-gradient methods and the strongly implicit procedure","interactions":[],"lastModifiedDate":"2018-02-27T11:25:19","indexId":"70187667","displayToPublicDate":"2017-05-12T00:00:00","publicationYear":"1990","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":"Solving groundwater flow problems by conjugate-gradient methods and the strongly implicit procedure","docAbstract":"

The performance of the preconditioned conjugate-gradient method with three preconditioners is compared with the strongly implicit procedure (SIP) using a scalar computer. The preconditioners considered are the incomplete Cholesky (ICCG) and the modified incomplete Cholesky (MICCG), which require the same computer storage as SIP as programmed for a problem with a symmetric matrix, and a polynomial preconditioner (POLCG), which requires less computer storage than SIP. Although POLCG is usually used on vector computers, it is included here because of its small storage requirements. In this paper, published comparisons of the solvers are evaluated, all four solvers are compared for the first time, and new test cases are presented to provide a more complete basis by which the solvers can be judged for typical groundwater flow problems. Based on nine test cases, the following conclusions are reached: (1) SIP is actually as efficient as ICCG for some of the published, linear, two-dimensional test cases that were reportedly solved much more efficiently by ICCG; (2) SIP is more efficient than other published comparisons would indicate when common convergence criteria are used; and (3) for problems that are three-dimensional, nonlinear, or both, and for which common convergence criteria are used, SIP is often more efficient than ICCG, and is sometimes more efficient than MICCG.

","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR026i009p01961","usgsCitation":"Hill, M.C., 1990, Solving groundwater flow problems by conjugate-gradient methods and the strongly implicit procedure: Water Resources Research, v. 26, no. 9, p. 1961-1969, https://doi.org/10.1029/WR026i009p01961.","productDescription":"9 p. ","startPage":"1961","endPage":"1969","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":341208,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"26","issue":"9","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","scienceBaseUri":"5916c9bfe4b044b359e486d8","contributors":{"authors":[{"text":"Hill, Mary C. mchill@usgs.gov","contributorId":974,"corporation":false,"usgs":true,"family":"Hill","given":"Mary","email":"mchill@usgs.gov","middleInitial":"C.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":695002,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70179407,"text":"70179407 - 1990 - Toxicity of organic selenium in the diet to chinook salmon","interactions":[],"lastModifiedDate":"2019-06-17T15:56:48","indexId":"70179407","displayToPublicDate":"2016-12-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1571,"text":"Environmental Toxicology and Chemistry","active":true,"publicationSubtype":{"id":10}},"title":"Toxicity of organic selenium in the diet to chinook salmon","docAbstract":"

The toxicity of two organoselenium diets was evaluated in 90- to 120-d partial life cycle tests with two life stages of chinook salmon (Oncorhynchus tshawytscha Walbaum). One of the diets contained fish meal made from high-selenium mosquitofish (Gambusia affinis Baird and Girard) collected from the selenium-laden San Luis Drain, California (here termed SLD diet) and the other contained meal made from low-selenium mosquitofish (collected from a reference site) fortified with selenomethionine. A 90-d study was conducted with swim-up larvae in a water-simulating dilution of San Luis Drain water in a standardized fresh water; and a 120-d study was conducted with fingerlings 70-mm long in a water of similar quality but prepared with a standardized brackish water. After 90 d of exposure in the freshwater study, survival was reduced in fish fed ≥9.6 μg Se/g of either diet, and growth was reduced in fish fed ≥5.3 μg Se/g of SLD diet or ≥18.2 μg Se/g of selenomethionine diet. Reduced fish growth, whole-body concentrations of selenium and survival were strongly correlated to concentrations of selenium in both diets. After 120 d of exposure in the brackish-water study, survival was unaffected but growth was reduced in fish fed ≥18.2 μg Se/g of SLD diet or 35.4 μg Se/g of selenomethionine diet. After 120 d of dietary exposure, survival during a 10-d seawater challenge test was reduced in fish fed 35.4 μg Se/g of either diet. In this second dietary study, concentration—response relations were observed in both dietary treatments between the dietary concentrations of selenium and all three characteristics — fish growth, whole-body concentrations of selenium and survival in seawater.

","language":"English","publisher":"Wiley","doi":"10.1002/etc.5620090310","usgsCitation":"Hamilton, S., Buhl, K.J., Faerber, N.L., Bullard, F.A., and Wiedmeyer, R.H., 1990, Toxicity of organic selenium in the diet to chinook salmon: Environmental Toxicology and Chemistry, v. 9, no. 3, p. 347-358, https://doi.org/10.1002/etc.5620090310.","productDescription":"12 p.","startPage":"347","endPage":"358","costCenters":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true},{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":332706,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"9","issue":"3","noUsgsAuthors":false,"publicationDate":"1990-03-01","publicationStatus":"PW","scienceBaseUri":"586781fbe4b0cd2dabe7c73f","contributors":{"authors":[{"text":"Hamilton, Steven J.","contributorId":174108,"corporation":false,"usgs":false,"family":"Hamilton","given":"Steven J.","affiliations":[],"preferred":false,"id":657130,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buhl, Kevin J. 0000-0002-9963-2352 kevin_buhl@usgs.gov","orcid":"https://orcid.org/0000-0002-9963-2352","contributorId":1396,"corporation":false,"usgs":true,"family":"Buhl","given":"Kevin","email":"kevin_buhl@usgs.gov","middleInitial":"J.","affiliations":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"preferred":true,"id":657131,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Faerber, Neil L.","contributorId":175406,"corporation":false,"usgs":false,"family":"Faerber","given":"Neil","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":657132,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bullard, Fern A.","contributorId":176674,"corporation":false,"usgs":false,"family":"Bullard","given":"Fern","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":657133,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Wiedmeyer, Raymond H.","contributorId":176717,"corporation":false,"usgs":false,"family":"Wiedmeyer","given":"Raymond","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":657134,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":70179411,"text":"70179411 - 1990 - Toxicity of inorganic and organic selenium to Daphnia magna (cladocera) and Chironomus riparius (diptera)","interactions":[],"lastModifiedDate":"2016-12-31T14:48:35","indexId":"70179411","displayToPublicDate":"2016-12-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1571,"text":"Environmental Toxicology and Chemistry","active":true,"publicationSubtype":{"id":10}},"title":"Toxicity of inorganic and organic selenium to Daphnia magna (cladocera) and Chironomus riparius (diptera)","docAbstract":"

Elevated concentrations of selenium (Se) have been previously measured in biota sampled from the Kesterson National Wildlife Refuge (KNWR) in the San Joaquin Valley of central California. We conducted acute and chronic toxicity tests with the cladoceran Daphnia magna and the midge Chironomus riparius to determine the toxicity or bioaccumulation of waterborne Se in a reconstituted water similar to the San Joaquin River. Daphnids were more acutely sensitive than midges to the toxic effects of inorganic Se. An organic form of Se (seleno-[L]-methionine) was extremely toxic to daphnids, but was relatively nontoxic to midges. In long-term exposure to a 6:1 mixture of selenate to selenite (a mixture representative of KNWR), the emergence time of adult midges was delayed at Se concentrations ≥ 837 μg/L. Daphnid reproduction and intrinsic rate of natural increase (r) were reduced at Se concentrations ≥ 348 μg/L and growth of adults was reduced at ≥ 156 μg/L. Whole body Mg, K and Na concentrations in daphnids were not affected by chronic Se exposure; however, whole body Ca concentration increased at intermediate Se exposure concentrations. In addition, whole body Cl concentration was reduced at 711 μg Se/L. Daphnids accumulated potentially toxic concentrations of Se from water that may adversely affect fish or waterfowl through the food chain.

","language":"English","publisher":"Wiley","doi":"10.1002/etc.5620090908","usgsCitation":"Ingersoll, C.G., Dwyer, F., and May, T., 1990, Toxicity of inorganic and organic selenium to Daphnia magna (cladocera) and Chironomus riparius (diptera): Environmental Toxicology and Chemistry, v. 9, no. 9, p. 1171-1181, https://doi.org/10.1002/etc.5620090908.","productDescription":"11 p.","startPage":"1171","endPage":"1181","costCenters":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"links":[{"id":332714,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"9","issue":"9","noUsgsAuthors":false,"publicationDate":"1990-09-01","publicationStatus":"PW","scienceBaseUri":"5868d227e4b0cd2dabe7c80d","contributors":{"authors":[{"text":"Ingersoll, Christopher G. 0000-0003-4531-5949 cingersoll@usgs.gov","orcid":"https://orcid.org/0000-0003-4531-5949","contributorId":2071,"corporation":false,"usgs":true,"family":"Ingersoll","given":"Christopher","email":"cingersoll@usgs.gov","middleInitial":"G.","affiliations":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"preferred":true,"id":657154,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dwyer, F.J.","contributorId":107818,"corporation":false,"usgs":true,"family":"Dwyer","given":"F.J.","email":"","affiliations":[],"preferred":false,"id":657155,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"May, T.W.","contributorId":75878,"corporation":false,"usgs":true,"family":"May","given":"T.W.","email":"","affiliations":[],"preferred":false,"id":657156,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70179968,"text":"70179968 - 1990 - Ground-water conditions in Utah, spring of 1990","interactions":[],"lastModifiedDate":"2017-01-20T15:17:29","indexId":"70179968","displayToPublicDate":"2016-12-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":110,"text":"Cooperative Investigations Report","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"30","title":"Ground-water conditions in Utah, spring of 1990","docAbstract":"

This is the twenty-seventh in a series of annual reports that describe ground-water conditions in Utah. Reports in this series, published cooperatively by the U.S. Geological Survey and the Utah Division of Water Resources, provide data to enable interested parties to keep abreast of changing ground-water conditions.

This report, like the others in the series, contains information on well construction, ground-water withdrawal from wells, water-level changes, related changes in precipitation and streamflow, and chemical quality of water. Supplementary data such as graphs showing chemical quality of water and maps showing water-level contours are included in reports of this series only for those years or areas for which applicable data are available and are important to a discussion of changing ground-water conditions.

This report includes individual discussions of selected major areas of ground-water development in the State for the calendar year 1989. Water-level fluctuations and selected related data, however, are described from the spring of 1989 to the spring of 1990. Much of the data used in this report were collected by the U.S. Geological Survey in cooperation with the Division of Water Rights, Utah Department of Natural Resources.

","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Resources","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared in cooperation with the State of Utah, Division of Water Resources and Division of Water Rights","usgsCitation":"Herbert, L.R., Smith, G.J., Kariya, K.A., Eads, J.P., Allen, D., Stolp, B., Brooks, L.E., Garrett, R., Brothers, W., Puchta, R.W., Swenson, R., Emett, D.C., Overman, W., and Sandberg, G.W., 1990, Ground-water conditions in Utah, spring of 1990: Cooperative Investigations Report 30, vii, 84 p.","productDescription":"vii, 84 p.","numberOfPages":"92","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":333619,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=50-1-175"},{"id":333620,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5883303be4b0d00231637820","contributors":{"authors":[{"text":"Herbert, L. R.","contributorId":39865,"corporation":false,"usgs":true,"family":"Herbert","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":659333,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, G. J.","contributorId":80767,"corporation":false,"usgs":true,"family":"Smith","given":"G.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":659334,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kariya, Kim A.","contributorId":177522,"corporation":false,"usgs":false,"family":"Kariya","given":"Kim","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":659335,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Eads, James P.","contributorId":178506,"corporation":false,"usgs":false,"family":"Eads","given":"James","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":659336,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Allen, D.V.","contributorId":6129,"corporation":false,"usgs":true,"family":"Allen","given":"D.V.","email":"","affiliations":[],"preferred":false,"id":659337,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Stolp, Bert","contributorId":178507,"corporation":false,"usgs":false,"family":"Stolp","given":"Bert","email":"","affiliations":[],"preferred":false,"id":659338,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Brooks, Lynette E. 0000-0002-9074-0939 lebrooks@usgs.gov","orcid":"https://orcid.org/0000-0002-9074-0939","contributorId":2718,"corporation":false,"usgs":true,"family":"Brooks","given":"Lynette","email":"lebrooks@usgs.gov","middleInitial":"E.","affiliations":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"preferred":true,"id":659339,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Garrett, R. B.","contributorId":35810,"corporation":false,"usgs":true,"family":"Garrett","given":"R. B.","affiliations":[],"preferred":false,"id":659340,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Brothers, W.C.","contributorId":56671,"corporation":false,"usgs":true,"family":"Brothers","given":"W.C.","email":"","affiliations":[],"preferred":false,"id":659341,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Puchta, R. W","contributorId":177482,"corporation":false,"usgs":false,"family":"Puchta","given":"R.","email":"","middleInitial":"W","affiliations":[],"preferred":false,"id":659342,"contributorType":{"id":1,"text":"Authors"},"rank":10},{"text":"Swenson, R.L.","contributorId":178508,"corporation":false,"usgs":false,"family":"Swenson","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":659343,"contributorType":{"id":1,"text":"Authors"},"rank":11},{"text":"Emett, D. C.","contributorId":21213,"corporation":false,"usgs":true,"family":"Emett","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":659344,"contributorType":{"id":1,"text":"Authors"},"rank":12},{"text":"Overman, W.R.","contributorId":178509,"corporation":false,"usgs":false,"family":"Overman","given":"W.R.","email":"","affiliations":[],"preferred":false,"id":659345,"contributorType":{"id":1,"text":"Authors"},"rank":13},{"text":"Sandberg, G. W.","contributorId":55426,"corporation":false,"usgs":true,"family":"Sandberg","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":659346,"contributorType":{"id":1,"text":"Authors"},"rank":14}]}} ,{"id":70179034,"text":"70179034 - 1990 - Ground-water conditions in the Grand County area, Utah, with emphasis on the Mill Creek-Spanish Valley area","interactions":[],"lastModifiedDate":"2016-12-13T15:42:25","indexId":"70179034","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1990","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":"100","title":"Ground-water conditions in the Grand County area, Utah, with emphasis on the Mill Creek-Spanish Valley area","docAbstract":"

The Grand County area includes all of Grand County, the Mill Creek and Pack Creek drainages in San Juan County, and the area between the Colorado and Green Rivers in San Juan County. The Grand County area includes about 3,980 square miles, and the Mill Creek-Spanish Valley area includes about 44 square miles. The three principal consolidated-rock aquifers in the Grand County area are the Entrada, Navajo, and Wingate aquifers in the Entrada Sandstone, the Navajo Sandstone, and the Wingate Sandstone, and the principal consolidated-rock aquifer in the Mill Creek-Spanish Valley area is the Glen Canyon aquifer in the Glen Canyon Group, comprised of the Navajo Sandstone, the Kayenta Formation, and the Wingate Sandstone.

Recharge to the Entrada, Navajo, and Glen Canyon aquifers typically occurs where the formations containing the aquifers crop out or are overlain by unconsolidated sand deposits. Recharge is enhanced where the sand deposits are saturated at a depth of more than about 6 feet below the land surface, and the effects of evaporation begin to decrease rapidly with depth. Recharge to the Wingate aquifer typically occurs by downward movement of water from the Navajo aquifer through the Kayenta Formation, and primarily occurs where the Navajo Sandstone, Kayenta Formation, and the Wingate Sandstone are fractured.

","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United State Geological Survey in cooperation with the Utah Department of Natural Resources Division of Water Rights","usgsCitation":"Blanchard, P.J., 1990, Ground-water conditions in the Grand County area, Utah, with emphasis on the Mill Creek-Spanish Valley area: Technical Publication 100, vi, 69 p.","productDescription":"vi, 69 p.","numberOfPages":"77","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":332082,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":332080,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-6-470"},{"id":332081,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/y920/y9200008.pdf"}],"country":"United States","state":"Utah","county":"Grand County","otherGeospatial":"Mill Creek-Spanish Valley Area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -109.60235595703125,\n 38.35888785866677\n ],\n [\n -109.60235595703125,\n 38.66513933289161\n ],\n [\n -109.2755126953125,\n 38.66513933289161\n ],\n [\n -109.2755126953125,\n 38.35888785866677\n ],\n [\n -109.60235595703125,\n 38.35888785866677\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"585116bee4b08138bf1abd66","contributors":{"authors":[{"text":"Blanchard, Paul J.","contributorId":24388,"corporation":false,"usgs":true,"family":"Blanchard","given":"Paul","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":655831,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70179027,"text":"70179027 - 1990 - Base of moderately saline ground water in San Juan County, Utah","interactions":[],"lastModifiedDate":"2016-12-13T14:50:45","indexId":"70179027","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1990","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":"94","title":"Base of moderately saline ground water in San Juan County, Utah","docAbstract":"

The base of moderately saline ground water (water that contains from 3,000 to 10,000 milligrams per liter of dissolved solids) was delineated for San Juan County, Utah, based on water-quality data and on formation-water resistivities determined from geophysical well logs using the resistivity-porosity, spontaneous-potential, and resistivity-ratio methods. These data and the contour map developed from them show that a thick layer of very saline to briny ground water (water that contains more than 10,000 milligrams per liter of dissolved solids) underlies the eastern two-thirds of San Juan County. The upper surface of this layer is affected by the geologic structure of the area, but it may be modified locally by recharge mounds of less saline water and by vertical leakage of water through transmissive faults and fractures. The highest altitude of the base of moderately saline water is west of the Abajo Mountains where it is more than 6,500 feet above sea level. The lowest altitude is in the western part of the county and is below sea level: depressions in the base of moderately saline water in recharge areas in the La Sal and Abajo Mountains also may be that low. The base of moderately saline water commonly is in the Permian Cutler Formation or the Pennsylvanian Honaker Trail Formation of the Hermosa Group, but locally may be as high stratigraphically as the Triassic (?) and Jurassic Navajo Sandstone north of the Abajo Mountains and in the Jurassic Morrison Formation south of the mountains.

","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United State Geological Survey in cooperation with the Utah Department of Natural Resources Division of Oil, Gas and Mining","usgsCitation":"Howells, L., 1990, Base of moderately saline ground water in San Juan County, Utah: Technical Publication 94, iv, 35.","productDescription":"iv, 35","numberOfPages":"40","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":332062,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":332061,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w92000ah.pdf"},{"id":332060,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-6-360"}],"country":"United 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Juan\",\"state\":\"UT\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"585116bee4b08138bf1abd6a","contributors":{"authors":[{"text":"Howells, Lewis","contributorId":12081,"corporation":false,"usgs":true,"family":"Howells","given":"Lewis","affiliations":[],"preferred":false,"id":655820,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70179025,"text":"70179025 - 1990 - Ground-water resources and simulated effects of withdrawals in the East Shore area of Great Salt Lake, Utah","interactions":[],"lastModifiedDate":"2016-12-13T14:09:30","indexId":"70179025","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1990","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":"93","title":"Ground-water resources and simulated effects of withdrawals in the East Shore area of Great Salt Lake, Utah","docAbstract":"

The ground-water resources in the East Shore area of Great Salt Lake, Utah, were studied to better define the ground-water system; to document changes in ground-water levels, quality, and storage; and to simulate effects of an increase in ground-water withdrawals. The East Shore aquifer system is in basin-fill deposits, and is primarily a confined system with unconfined parts near the mountain front.

Recharge to and discharge from the East Shore aquifer system were estimated to average about 160,000 acre-feet per year during 1969-84, with minor amounts of water being removed from storage during that period.  Major sources of ground-water recharge are seepage from surface water in natural channels and irrigation canals, and subsurface inflow from consolidated rock to the basin-fill deposits. Discharge of ground water is primarily to wells, water courses, springs, and as diffuse seepage to Great Salt Lake. Average annual surface-water inflow to the study area was estimated to be 860,000 acre-feet for the period 1969-84. Annual withdrawal of ground water for municipal and industrial use increased from about 10,000 acre-feet in 1960 to more than 30,000 acre-feet in 1980 to supply a population that increased from 175,000 in 1960 to 290,000 in 1980.

Long-term trends of ground-water levels indicate a steady decline at most observation wells since 1952, despite near normal or increased precipitation since the late 1960's.  Water levels declined as much as 50 feet near the principal pumping center in the east-central part of the study area. They declined as much as 35 feet more than five miles from the pumping center.  The increase in withdrawals and subsequent water-level declines have caused about 700 wells within 30 square miles to cease flowing since 1954.

A numerical model of the East Shore aquifer system in the Weber Delta area was constructed and calibrated using water-level data and changes in ground-water withdrawals for 1955-85. Predictive simulations were made based on doubling the 1980-84 rate of municipal and industrial withdrawals for 20 years, and using both average and below-average recharge rates. The simulations indicated water-level declines of an additional 35 to 50 feet near the principal pumping center; a decrease in natural discharge to drains, evapotranspiration, and Great Salt Lake; and a decrease in ground-water storage of 80,000 to 115,000 acre-feet after 20 years.

","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared by the United State Geological Survey in cooperation with the Utah Department of Natural Resources Division of Water Rights","usgsCitation":"Clark, D.W., Appel, C.L., Lambert, P.M., and Puryear, R.L., 1990, Ground-water resources and simulated effects of withdrawals in the East Shore area of Great Salt Lake, Utah: Technical Publication 93, xi, 150 p.","productDescription":"xi, 150 p.","numberOfPages":"160","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":332058,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":332056,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-6-330"},{"id":332057,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/y920/y9200002.pdf"}],"country":"United States","state":"Utah","county":"Box Elder County, Davis County, Weber County","otherGeospatial":"East Shore Area, Great Salt Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.39013671875,\n 40.65563874006118\n ],\n [\n -112.39013671875,\n 41.430371882652814\n ],\n [\n -111.5277099609375,\n 41.430371882652814\n ],\n [\n -111.5277099609375,\n 40.65563874006118\n ],\n [\n -112.39013671875,\n 40.65563874006118\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"585116bee4b08138bf1abd6c","contributors":{"authors":[{"text":"Clark, David W.","contributorId":77146,"corporation":false,"usgs":true,"family":"Clark","given":"David","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":655810,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Appel, Cynthia L.","contributorId":34509,"corporation":false,"usgs":true,"family":"Appel","given":"Cynthia","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":655811,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lambert, Patrick M. 0000-0001-6808-2303 plambert@usgs.gov","orcid":"https://orcid.org/0000-0001-6808-2303","contributorId":349,"corporation":false,"usgs":true,"family":"Lambert","given":"Patrick","email":"plambert@usgs.gov","middleInitial":"M.","affiliations":[{"id":38131,"text":"WMA - Office of Planning and Programming","active":true,"usgs":true}],"preferred":true,"id":655812,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Puryear, Robert L.","contributorId":85191,"corporation":false,"usgs":true,"family":"Puryear","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":655813,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70179032,"text":"70179032 - 1990 - Ground-water hydrology of Pahvant Valley and adjacent areas, Utah","interactions":[],"lastModifiedDate":"2016-12-13T15:22:30","indexId":"70179032","displayToPublicDate":"2016-11-01T00:00:00","publicationYear":"1990","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":"98","title":"Ground-water hydrology of Pahvant Valley and adjacent areas, Utah","docAbstract":"

The primary ground-water reservoir in Pahvant Valley and adjacent areas is in the unconsolidated basin fill and interbedded basalt. Recharge in 1959 was estimated to be about 70,000 acre-feet per year and was mostly by seepage from streams, canals, and unconsumed irrigation water and by infiltration of precipitation. Discharge in 1959 was estimated to be about 109,000 acre-feet and was mostly from springs, evapotranspiration, and wells.

Water-level declines of more than 50 feet occurred in some areas between 1953 and 1980 because of less-than-normal precipitation and extensive pumping for irrigation. Water levels recovered most of these declines between 1983 and 1986 because of reduced withdrawals and record quantities of precipitation.

The quality of ground water in the area west of Kanosh has deteriorated since large ground-water withdrawals began in about 1953. The cause of the deterioration probably is movement of poor quality water into the area from the southwest and possibly the west during periods of large ground-water withdrawals and recycling of irrigation water. The quality of water from some wells has improved since 1983, due to increased recharge and decreased withdrawals for irrigation.

Water-level declines of m:>re than 80 feet in some parts of Pahvant Valley are projected if ground-water withdrawals continue for 20 years at the 1977 rate of about 96,000 acre-feet. Rises of as much as 58 feet and declines of as much as 47 feet are projected with withdrawals of 48,000 acre-feet per year for 20 years. The elimination of recharge from the Central Utah Canal is projected to cause water-level declines of up to 8 feet near the canal.

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