The Bill Williams area includes about 3,200 mi2 in Mohave, Yavapai, and Yuma Counties in west-central Arizona. The west half of the area is in the Basin and Range lowlands water province, and the east half is in the Central high-lands water province (see index map). The Basin and Range lowlands province generally is characterized by high mountains separated by broad valleys filled with deposits that commonly store large amounts of ground water. The Central highlands province consists mostly of rugged mountain masses made up of igneous, metamorphic, and well-consolidated sedimentary rocks that contain little space for the storage of ground water except where highly fractured or faulted. A few small valleys between the mountains contain varying thicknesses of water.-bearing deposits. The area is drained by the Bill Williams River and its major tributaries-the Big Sandy River and the Santa Maria River. Many reaches of the Big Sandy and Santa Maria Rivers and their major tributaries are perennial; the flow is sustained by ground-water discharge (Brown and others, 1978, sheet 2). In the Bill Williams area most of the water used is from ground water, although a small amount of surface water also may be diverted. About 18,000 acre-ft of ground water was withdrawn in 1979 (U.S. Geological Survey, 1981). About 17,000 acre-ft was used for the irrigation of 5,200 acres, and the rest was used for domestic, stock, and public supplies. Most of the irrigated land is in Skull Valley and along lower Kirkland Creek and the Bill Williams River. Only selected wells are shown on the maps in areas of high well density. The hydrologic data on which these maps are based are available, for the most part, in computer-printout form and may be consulted at the Arizona Department of Water Resources, 99 East Virginia, Phoenix, and at U.S. Geological Survey offices in: Federal Building, 301 West Congress Street, Tucson, and Valley Center, Suite 1880, Phoenix. Material from which copies can be made at private expense is available at the Tucson and Phoenix offices of the U.S. Geological Survey.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8287","collaboration":"Prepared in cooperation with the Arizona Department of Water Resources","usgsCitation":"Sanger, H.W., and Littin, G.R., 1982, Maps showing ground-water conditions in the Bill Williams area, Mohave, Yavapai, and Yuma Counties, Arizona - 1980: U.S. Geological Survey Open-File Report 82-87, 2 Plates: 50.00 × 38.44 inches and 49.36 × 37.97 inches, https://doi.org/10.3133/ofr8287.","productDescription":"2 Plates: 50.00 × 38.44 inches and 49.36 × 37.97 inches","temporalStart":"1980-01-01","temporalEnd":"1980-12-31","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":172690,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":83126,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0087/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":83127,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0087/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":403564,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13846.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"250000","country":"United States","state":"Arizona","county":"Mohave County, Yavapai County, Yuma County","otherGeospatial":"Bill Williams area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114.119,\n 34.035\n ],\n [\n -112.542,\n 34.035\n ],\n [\n -112.542,\n 34.955\n ],\n [\n -114.119,\n 34.955\n ],\n [\n -114.119,\n 34.035\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a0fe","contributors":{"authors":[{"text":"Sanger, H. W.","contributorId":79161,"corporation":false,"usgs":true,"family":"Sanger","given":"H.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":232738,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Littin, G. R.","contributorId":95924,"corporation":false,"usgs":true,"family":"Littin","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":232739,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29035,"text":"wri824004 - 1982 - Reconnaissance of ground-water quality, eastern Snake River basin, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri824004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4004","title":"Reconnaissance of ground-water quality, eastern Snake River basin, Idaho","docAbstract":"Water-quality, geologic, and hydrologic data were collected for 165 wells in the eastern Snake River basin, Idaho. Water-quality characteristics analyzed include specific conductance, pH, water temperature, major dissolved cations and anions, and coliform bacteria. Ground water from aquifers in all rock units is generally composed of calcium, magnesium, and bicarbonate type and contains carbonate ions. Changes in area trends of ground-water composition probably are most directly related to variability in aquifer composition and proximity to varying sources of recharge, especially those related to man 's land- and water-use activities. In the uplands subareas, median values for selected ground-water characteristics from current analyses are 2000 mg/l hardness; 7.6, pH; 200 mg/l alkalinity; 13C; 0.2 mg/l fluoride; 15 mg/l silica; 0.51 mg/l nitrite (as nitrogen); less than 1 colony per 100 milliliters of water coliform bacteria; 0.02 mg/l phosphorus (total); and 25 mg/l hardness; 7.7, pH; 180 mg/l alkalinity; 11C; 0.4 mg/l fluoride; 26 mg/l silica; 1.2 mg/l nitrite plus nitrate; less than 1 colony per 100 milliliters of water coliform bacteria; 0.01 amg/l phosphorus; and 283 mg/l dissolved solids. Ground-water quality in most of the study area meets recommended standards or criteria for most uses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824004","usgsCitation":"Parliman, D., 1982, Reconnaissance of ground-water quality, eastern Snake River basin, Idaho: U.S. Geological Survey Water-Resources Investigations Report 82-4004, vii, 100 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824004.","productDescription":"vii, 100 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158893,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4004/report-thumb.jpg"},{"id":57898,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4004/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57899,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4004/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57900,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4004/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57901,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4004/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57902,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a63e4b07f02db636fdf","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":200831,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47139,"text":"ofr801282 - 1982 - Flood of September 16, 1975 in the Guayanilla Valley, Puerto Rico","interactions":[],"lastModifiedDate":"2023-06-05T19:50:10.602004","indexId":"ofr801282","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1282","title":"Flood of September 16, 1975 in the Guayanilla Valley, Puerto Rico","docAbstract":"This report provides hydrologic and hydraulic information related to the flood of September 16, 1975 in the Guayanilla Valley. The information presented is a compilation of data recovered by the U.S. Geological Survey, and information provided by the residents in the study area.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801282","collaboration":"Prepared in cooperation with the Puerto Rico Department of Natural Resources","usgsCitation":"Johnson, K.G., 1982, Flood of September 16, 1975 in the Guayanilla Valley, Puerto Rico: U.S. Geological Survey Open-File Report 80-1282, 1 Plate: 41.41 x 36.37 inches, https://doi.org/10.3133/ofr801282.","productDescription":"1 Plate: 41.41 x 36.37 inches","costCenters":[],"links":[{"id":417763,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1282/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169378,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1282/report-thumb.jpg"}],"scale":"20000","country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -67.33054839621207,\n 18.582631166666303\n ],\n [\n -67.33054839621207,\n 17.84788950213283\n ],\n [\n -65.28636165453952,\n 17.84788950213283\n ],\n [\n -65.28636165453952,\n 18.582631166666303\n ],\n [\n -67.33054839621207,\n 18.582631166666303\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eebfc","contributors":{"authors":[{"text":"Johnson, Karl G.","contributorId":7680,"corporation":false,"usgs":true,"family":"Johnson","given":"Karl","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":234694,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43040,"text":"ofr82120 - 1982 - Semiannual water-table and potentiometric surface for two water-yielding zones in the surficial aquifer, 1975-79, Naples area, Florida","interactions":[],"lastModifiedDate":"2022-04-15T17:45:10.428533","indexId":"ofr82120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-120","title":"Semiannual water-table and potentiometric surface for two water-yielding zones in the surficial aquifer, 1975-79, Naples area, Florida","docAbstract":"Potable ground water in the Naples area along the coastal ridge of western Collier County, Florida, is available from two principal sources-the water-table zone and the pumped zone, both within the surficial aquifer. The primary source of public supply is from the pumped zone, locally known as the Coastal Ridge aquifer. Water levels in wells in the pumped zone respond rapidly to pumpage and usually indicate a cone of depression in most of the highly urbanized Naples area. The cone of depression caused by pumpage has created significant water-level differences between the water-table zone and pumped zone. Water-level differences in the two zones from 1975 to 1979 frequently exceed 10 feet. The maps have been drawn to be representative of hydrologic conditions in both zones for the wet and dry seasons from 1975-79.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82120","collaboration":"Prepared in cooperation with Collier County","usgsCitation":"Buchmiller, R., 1982, Semiannual water-table and potentiometric surface for two water-yielding zones in the surficial aquifer, 1975-79, Naples area, Florida: U.S. Geological Survey Open-File Report 82-120, 2 Plates: 36.64 x 25.00 inches and 37.02 x 25.10 inches, https://doi.org/10.3133/ofr82120.","productDescription":"2 Plates: 36.64 x 25.00 inches and 37.02 x 25.10 inches","costCenters":[],"links":[{"id":398846,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0120/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398845,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0120/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397220,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13663.htm"},{"id":176195,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0120/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Naples","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.815185546875,\n 25.975329851614575\n ],\n [\n -81.57623291015625,\n 25.975329851614575\n ],\n [\n -81.57623291015625,\n 26.305726417424278\n ],\n [\n -81.815185546875,\n 26.305726417424278\n ],\n [\n -81.815185546875,\n 25.975329851614575\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d24","contributors":{"authors":[{"text":"Buchmiller, R.C.","contributorId":59458,"corporation":false,"usgs":true,"family":"Buchmiller","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":227623,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":42569,"text":"ofr82760 - 1982 - Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma","interactions":[],"lastModifiedDate":"2017-09-29T08:09:44","indexId":"ofr82760","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-760","title":"Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma","docAbstract":"During 1978, the U.S. Geological Survey began a 5-year study of the High Plains regional aquifer system to provide hydrologic information for evaluation of the effects of long-term development of the aquifer and to develop computer models for prediction of aquifer response to alternative changes in ground-water management (Weeks, 1978). This report is one of a series presenting hydrologic information of the High Plains aquifer in Oklahoma.\r\nThe 1980 saturated thickness of the High Plains regional aquifer in Oklahoma is shown for the eastern area (plate 1), consisting of Harper, Ellis, Woodward, Dewey, and Roger Mills Counties, and for the Panhandle area (plate 2), consisting of Cimarron, Texas, and Beaver Counties.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82760","usgsCitation":"Havens, J., 1982, Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma: U.S. Geological Survey Open-File Report 82-760, 2 Plates: 24.15 x 35.67 inches and 46.57 x 17.35 inches, https://doi.org/10.3133/ofr82760.","productDescription":"2 Plates: 24.15 x 35.67 inches and 46.57 x 17.35 inches","costCenters":[],"links":[{"id":346202,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0760/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":346203,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0760/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168758,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0760/report-thumb.jpg"}],"country":"United States","state":"Oklahoma","otherGeospatial":"High Plains Regional Aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -103.0023193359375,\n 36.99816565700228\n ],\n [\n -103.0078125,\n 36.49638952000399\n ],\n [\n -100.008544921875,\n 36.50963615733049\n ],\n [\n -99.99755859375,\n 35.38457160381764\n ],\n [\n -99.151611328125,\n 35.38457160381764\n ],\n [\n -99.151611328125,\n 37.00255267215955\n ],\n [\n -103.0023193359375,\n 36.99816565700228\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdbcc","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":226729,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30351,"text":"wri8182 - 1982 - Streamflow characteristics of the upper Columbia River basin, Montana, through 1979","interactions":[],"lastModifiedDate":"2020-12-28T18:00:28.071514","indexId":"wri8182","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-82","title":"Streamflow characteristics of the upper Columbia River basin, Montana, through 1979","docAbstract":"Statistical summaries of streamflow data for selected stream-gaging sites presented in this report aid in appraising the hydrology of the upper Columbia River basin in Montana. Streamflow records are provided for 54 gaging stations for the period of record. Streamflow records for five gaging stations were compiled into separate periods related to changes in regulation after data collection commenced. The entire period of record, the period before regulation, and the period after regulation are presented for comparison. For each gaging station selected for this report, a brief description is given for station location, drainage area, period of record, revisions of previously published records, type and history of gages, regulation and diversions, and extremes of discharge. These data are followed by tables of monthly and annual flow statistics, flood-frequency data, low-flow and high-flow frequency data, and flow-duration information. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8182","usgsCitation":"Waltemeyer, S.D., and Shields, R.R., 1982, Streamflow characteristics of the upper Columbia River basin, Montana, through 1979: U.S. Geological Survey Water-Resources Investigations Report 81-82, iii, 74 p., https://doi.org/10.3133/wri8182.","productDescription":"iii, 74 p.","costCenters":[],"links":[{"id":159847,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4eb0","contributors":{"authors":[{"text":"Waltemeyer, Scott D.","contributorId":101709,"corporation":false,"usgs":true,"family":"Waltemeyer","given":"Scott","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":203102,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shields, Ronald R.","contributorId":64655,"corporation":false,"usgs":true,"family":"Shields","given":"Ronald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203101,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27597,"text":"wri824110 - 1982 - Hydrology of the sand-and-gravel aquifer, southern Okaloosa and Walton Counties, northwest Florida","interactions":[],"lastModifiedDate":"2022-02-22T19:34:05.117776","indexId":"wri824110","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4110","title":"Hydrology of the sand-and-gravel aquifer, southern Okaloosa and Walton Counties, northwest Florida","docAbstract":"The sand-and-gravel aquifer in southern Okaloosa and Walton Counties, northwest Florida, extends from land surface to depth of 50 to 150 feet. Intervening layers of clay generally separate the aquifer into an unconfined surficial zone, composed principally of fine to medium sand, and a lower confined zone, consisting of variable amounts of medium to coarse sand and gravel. Well yields of 50 to 500 gallons per minute are possible in most of the area, and yields of 500 to 1,000 gallons per minute can be developed in parts of southwestern Okaloosa County.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824110","usgsCitation":"Hayes, L.R., and Barr, D.E., 1982, Hydrology of the sand-and-gravel aquifer, southern Okaloosa and Walton Counties, northwest Florida: U.S. Geological Survey Water-Resources Investigations Report 82-4110, vi, 49 p., https://doi.org/10.3133/wri824110.","productDescription":"vi, 49 p.","costCenters":[],"links":[{"id":158870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4110/report-thumb.jpg"},{"id":56467,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4110/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":396266,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35617.htm"}],"country":"United States","state":"Florida","county":"Okaloosa County, Walton County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -86.70135498046875,\n 30.379983796443767\n ],\n [\n -86.19873046875,\n 30.379983796443767\n ],\n [\n -86.19873046875,\n 30.590637026892917\n ],\n [\n -86.70135498046875,\n 30.590637026892917\n ],\n [\n -86.70135498046875,\n 30.379983796443767\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc79d","contributors":{"authors":[{"text":"Hayes, L. R.","contributorId":50931,"corporation":false,"usgs":true,"family":"Hayes","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198387,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barr, D. E.","contributorId":55469,"corporation":false,"usgs":true,"family":"Barr","given":"D.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198388,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43567,"text":"ofr81536 - 1982 - Hydrology of Lake Tohopekaliga, Osceola County, Florida","interactions":[],"lastModifiedDate":"2022-04-18T16:23:05.159371","indexId":"ofr81536","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"81-536","title":"Hydrology of Lake Tohopekaliga, Osceola County, Florida","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81536","collaboration":"Prepared in cooperation with the South Florida Water Management District","usgsCitation":"Phelps, G.G., 1982, Hydrology of Lake Tohopekaliga, Osceola County, Florida: U.S. Geological Survey Open-File Report 81-536, 2 Plates: 38.54 x 28.43 inches and 38.46 x 27.83 inches, https://doi.org/10.3133/ofr81536.","productDescription":"2 Plates: 38.54 x 28.43 inches and 38.46 x 27.83 inches","costCenters":[],"links":[{"id":398942,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0536/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398941,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0536/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":167847,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0536/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Osceola County","otherGeospatial":"Lake Tohopekaliga","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.43890380859375,\n 28.132549863716783\n ],\n [\n -81.31118774414062,\n 28.132549863716783\n ],\n [\n -81.31118774414062,\n 28.311635046750613\n ],\n [\n -81.43890380859375,\n 28.311635046750613\n ],\n [\n -81.43890380859375,\n 28.132549863716783\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604893","contributors":{"authors":[{"text":"Phelps, G. G.","contributorId":82346,"corporation":false,"usgs":true,"family":"Phelps","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":228397,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25462,"text":"wri8223 - 1982 - Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin","interactions":[],"lastModifiedDate":"2023-12-13T22:19:53.342114","indexId":"wri8223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-23","title":"Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin","docAbstract":"The primary effects of a floodwater-retarding structure (FRS) on the streamflow of Trout Creek, Wisconsin, are attenuation of flood peaks and extension of the time base of flood hydrographs. Reduction of flood peaks ranged from 58 to 91 percent during the study period from 1975 to 1979.
\nThere is an inverse relation between sediment concentration and outflow from the FRS during floods. As water went into storage in the flood pool in March 1976, the daily-mean total-sediment concentration in the FRS outflow dropped from 562 to 147 milligrams per liter. Sediment concentration subsequently increased to 809 milligrams per liter as the discharge from the FRS dropped; concentrations remained more than 400 milligrams per liter for several weeks thereafter. Most sediment stored in the flood pool during flood flows is released from the reservoir during subsequent reduced discharge. Sediment trapping efficiency of the FRS was about 7 percent for the 4-year period of the study.
\nThe bankfull capacity of the channel was reduced from 154 cubic feet per second upstream from the flood pool of the FRS to 65 cubic feet per second just downstream from the FRS. This latter discharge corresponds closely to the normal FRS outflow of 58 to 71 cubic feet per second during floods. Mean bankfull depth downstream from the FRS has adjusted to a value 45 percent less than upstream from the structure due to sedimentation of materials transported from the FRS during reduced flows. The hydraulic geometry and relationships between channel geometry and drainage area indicate little effect of the FRS near the mouth of Trout Creek, 2.4 miles downstream from the FRS. The arthropod fauna of Trout Creek is large and diverse. No effects of the FRS on these fauna were observed from April 1975 to October 1979.
\nFrom fall 1975 to winter 1978, the most important factor contributing to increased brown trout egg survival and fry emergence in Trout Creek during a single reproductive season is higher water temperatures in the upper reaches of the stream. The FRS was not found to have any significant effect on trout reproduction during that period.
\nFrom 1960 to 1979, winter floods seem to have had the greatest adverse effect on the survival of brown trout eggs and sac fry. Although construction of the FRS has eliminated some spawning gravels in the flood pool owing to sedimentation, the wild trout have adapted by using spawning grounds above the flood pool more extensively and intensively. The FRS has not blocked the upstream migration of spawning trout, but it has eliminated similar migrations of fish that compete with and prey on the trout. Controlled streamflows downstream from the FRS have had a stabilizing influence on the limited trout reproduction in this region.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8223","collaboration":"Prepared in cooperation wit the Wisconsin Department of Natural Resources","usgsCitation":"Baima, S., Graczyk, D.J., Field, S.J., Wentz, D.A., Hilsenhoff, W.L., Avery, E.L., and Brynildson, O.M., 1982, Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 82-23, vi, 68 p., https://doi.org/10.3133/wri8223.","productDescription":"vi, 68 p.","numberOfPages":"76","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":423548,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35522.htm","linkFileType":{"id":5,"text":"html"}},{"id":123564,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0023/report-thumb.jpg"},{"id":54192,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","otherGeospatial":"Trout Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -90.00720977783203,\n 43.00941729870574\n ],\n [\n -90.00720977783203,\n 43.15760973366244\n ],\n [\n -89.86026763916016,\n 43.15760973366244\n ],\n [\n -89.86026763916016,\n 43.00941729870574\n ],\n [\n -90.00720977783203,\n 43.00941729870574\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624ab3","contributors":{"editors":[{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":890148,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Graczyk, David J.","contributorId":208789,"corporation":false,"usgs":false,"family":"Graczyk","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890149,"contributorType":{"id":2,"text":"Editors"},"rank":2}],"authors":[{"text":"Baima, Steve","contributorId":332431,"corporation":false,"usgs":false,"family":"Baima","given":"Steve","email":"","affiliations":[],"preferred":false,"id":890150,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Graczyk, David J.","contributorId":208789,"corporation":false,"usgs":false,"family":"Graczyk","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890151,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Field, Stephen J.","contributorId":53800,"corporation":false,"usgs":true,"family":"Field","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890152,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":890153,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hilsenhoff, William L.","contributorId":332432,"corporation":false,"usgs":false,"family":"Hilsenhoff","given":"William","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":890154,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Avery, Eddie L.","contributorId":332433,"corporation":false,"usgs":false,"family":"Avery","given":"Eddie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":890155,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Brynildson, O. M.","contributorId":332434,"corporation":false,"usgs":false,"family":"Brynildson","given":"O.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":890156,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}} ,{"id":70156387,"text":"70156387 - 1982 - Does the benthos control phytoplankton biomass in South San Francisco Bay?","interactions":[],"lastModifiedDate":"2020-01-26T09:53:15","indexId":"70156387","displayToPublicDate":"1983-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2663,"text":"Marine Ecology Progress Series","active":true,"publicationSubtype":{"id":10}},"title":"Does the benthos control phytoplankton biomass in South San Francisco Bay?","docAbstract":"South San Francisco Bay, USA, is a shallow coastal embayment that receives large inputs of nutrients (N. P, Si) and small local inputs of freshwater. Phytoplankton dynamics are typically characterized by a spring bloom when surface chlorophyll a increases from < 5 to > 40 mg m-3. The bloom persists for 2 to 4 wk, and then dissipates. Phytoplankton biomass remains low (chlorophyll a < 5 mg m-3) from May through December, although light and nutrient availability are sufficient to sustain growth rates of 1 to 1.5 divisions d-1 in the expansive shallows. Transport processes apparently exert a small influence on phytoplankton biomass, and calculated zooplankton grazing accounts for only a small reduction in net rate of phytoplankton population growth in the shallows. However, suspension-feeding bivalves are sufficiently abundant to filter a volume equivalent to the volume of South Bay at least once daily. These observations suggest that grazing by benthos is the primary mechanism controlling phytoplankton biomass during summer and fall.
","language":"English","publisher":"Inter-Research","usgsCitation":"Cloern, J.E., 1982, Does the benthos control phytoplankton biomass in South San Francisco Bay?: Marine Ecology Progress Series, v. 9, p. 191-202.","productDescription":"12 p.","startPage":"191","endPage":"202","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"1980-01-01","temporalEnd":"1980-12-31","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":307045,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":307044,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.int-res.com/abstracts/meps/v9/"}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.25997924804688,\n 37.76420119453823\n ],\n [\n -122.40829467773436,\n 37.74682893940135\n ],\n [\n -122.39593505859376,\n 37.58703054044867\n ],\n [\n -122.244873046875,\n 37.54784381205082\n ],\n [\n -122.09930419921876,\n 37.43670283999782\n ],\n [\n -121.97158813476561,\n 37.41270958119496\n ],\n [\n -121.90155029296875,\n 37.44106442458555\n ],\n [\n -121.98806762695311,\n 37.50972584293751\n ],\n [\n -122.05123901367186,\n 37.5151724596446\n ],\n [\n -122.11441040039061,\n 37.61423141542417\n ],\n [\n -122.25997924804688,\n 37.76420119453823\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"9","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"55d6fa30e4b0518e3546bc30","contributors":{"authors":[{"text":"Cloern, James E. 0000-0002-5880-6862 jecloern@usgs.gov","orcid":"https://orcid.org/0000-0002-5880-6862","contributorId":1488,"corporation":false,"usgs":true,"family":"Cloern","given":"James","email":"jecloern@usgs.gov","middleInitial":"E.","affiliations":[{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":true,"id":568982,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70185624,"text":"70185624 - 1982 - Adsorption of natural dissolved organic matter at the oxide/water interface","interactions":[],"lastModifiedDate":"2020-01-26T09:52:30","indexId":"70185624","displayToPublicDate":"1982-11-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1759,"text":"Geochimica et Cosmochimica Acta","active":true,"publicationSubtype":{"id":10}},"title":"Adsorption of natural dissolved organic matter at the oxide/water interface","docAbstract":"Natural organic matter is readily adsorbed by alumina and kaolinite in the pH range of natural waters. Adsorption occurs by complex formation between surface hydroxyls and the acidic functional groups of the organic matter. Oxides with relatively acidic surface hydroxyls, e.g. silica, do not react strongly with the organic matter. Under conditions typical for natural waters, almost complete surface coverage by adsorbed organic matter may be expected for alumina, hydrous iron oxides and the edge sites of aluminosilicates. Potentiometric titration and electrophoresis indicate that most of the acidic functional groups of the adsorbed organic matter are neutralized by protons from solution. The organic coating is expected to have a great influence on subsequent adsorption of inorganic cations and anions.
","language":"English","publisher":"Elsevier","doi":"10.1016/0016-7037(82)90209-5","usgsCitation":"Davis, J., 1982, Adsorption of natural dissolved organic matter at the oxide/water interface: Geochimica et Cosmochimica Acta, v. 46, no. 11, p. 2381-2393, https://doi.org/10.1016/0016-7037(82)90209-5.","productDescription":"13 p. ","startPage":"2381","endPage":"2393","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338325,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"46","issue":"11","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58d63041e4b05ec79913111f","contributors":{"authors":[{"text":"Davis, James A.","contributorId":69289,"corporation":false,"usgs":true,"family":"Davis","given":"James A.","affiliations":[],"preferred":false,"id":686151,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70011491,"text":"70011491 - 1982 - Natural groundwater recharge in an upland area of central North Dakota, U.S.A.","interactions":[],"lastModifiedDate":"2025-04-10T23:18:52.172669","indexId":"70011491","displayToPublicDate":"1982-11-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Natural groundwater recharge in an upland area of central North Dakota, U.S.A.","docAbstract":"The magnitude of groundwater recharge to coal aquifers in a 150-km2 area in west-central North Dakota was determined using three separate approaches: (1) the net water level rise in water-table wells; (2) calculations of the fluid flux between nested piezometers, using the Darcy equation and measured values of hydraulic conductivity and vertical gradients; and (3) evaluation of the inputs to and outputs from the coal aquifer, using a steady-state control volume approach in which the aquifer was divided into semi-rectangular cells bounded by equipotential lines and flow lines. Measurements of potential gradients and hydraulic conductivity permitted indirect determination of all components of flow into and out of the cell except the recharge input, which was determined by difference.
All methods yielded consistent results on the order of 0.04-0.01 m yr.−1 These values, which represent 2–9% of the annual precipitation, are consistent with results of other studies on recharge throughout the prairies of North America.
Evaluation of site hydrology and stable-isotope data indicates that recharge is restricted in both time and place. Most recharge occurs in late spring and in the fall following heavy rainfall events. During these seasons the ground is not frozen and vegetation is not transpiring large amounts of water. Some recharge may occur during very heavy localized summer storms, but it is not considered volumetrically significant. Major permanent depressions on the site are a source of significant recharge. In addition, the extensive area of ephemeral standing water bodies that result from snowmelt can produce significant amounts of infiltration over the entire site.
","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(82)90093-2","issn":"00221694","usgsCitation":"Rehm, B., Moran, S., and Groenewold, G., 1982, Natural groundwater recharge in an upland area of central North Dakota, U.S.A.: Journal of Hydrology, v. 59, no. 3-4, p. 293-314, https://doi.org/10.1016/0022-1694(82)90093-2.","productDescription":"22 p.","startPage":"293","endPage":"314","costCenters":[],"links":[{"id":221048,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","otherGeospatial":"central North Dakota","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -102.60876813870183,\n 49.012008277756365\n ],\n [\n -102.60876813870183,\n 45.988974212508225\n ],\n [\n -99.24442932052045,\n 45.988974212508225\n ],\n [\n -99.24442932052045,\n 49.012008277756365\n ],\n [\n -102.60876813870183,\n 49.012008277756365\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","volume":"59","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a630be4b0c8380cd7227b","contributors":{"authors":[{"text":"Rehm, B.W.","contributorId":73748,"corporation":false,"usgs":true,"family":"Rehm","given":"B.W.","email":"","affiliations":[],"preferred":false,"id":361247,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moran, S.R.","contributorId":20888,"corporation":false,"usgs":true,"family":"Moran","given":"S.R.","email":"","affiliations":[],"preferred":false,"id":361246,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Groenewold, G.H.","contributorId":14113,"corporation":false,"usgs":true,"family":"Groenewold","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":361245,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70199907,"text":"70199907 - 1982 - Aqueous pyrite oxidation and the consequent formation of secondary iron minerals","interactions":[],"lastModifiedDate":"2018-10-03T09:17:49","indexId":"70199907","displayToPublicDate":"1982-10-03T09:16:04","publicationYear":"1982","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Aqueous pyrite oxidation and the consequent formation of secondary iron minerals","docAbstract":"No abstract available.
","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Acid sulfate weathering","language":"English","publisher":"Soil Science Society of America","usgsCitation":"Nordstrom, D.K., 1982, Aqueous pyrite oxidation and the consequent formation of secondary iron minerals, chap. of Acid sulfate weathering, p. 37-56.","productDescription":"20 p.","startPage":"37","endPage":"56","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":358082,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"editors":[{"text":"Kittrick, J.A.","contributorId":20893,"corporation":false,"usgs":true,"family":"Kittrick","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":747243,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Fanning, D.A.","contributorId":208433,"corporation":false,"usgs":false,"family":"Fanning","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":747244,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Hossner, L.R.","contributorId":208434,"corporation":false,"usgs":false,"family":"Hossner","given":"L.R.","email":"","affiliations":[],"preferred":false,"id":747245,"contributorType":{"id":2,"text":"Editors"},"rank":3}],"authors":[{"text":"Nordstrom, D. Kirk 0000-0003-3283-5136 dkn@usgs.gov","orcid":"https://orcid.org/0000-0003-3283-5136","contributorId":749,"corporation":false,"usgs":true,"family":"Nordstrom","given":"D.","email":"dkn@usgs.gov","middleInitial":"Kirk","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":false,"id":747242,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70170881,"text":"70170881 - 1982 - Degradation of phenolic contaminants in ground water by anaerobic bacteria: St. Louis Park, Minnesota","interactions":[],"lastModifiedDate":"2020-01-26T09:51:54","indexId":"70170881","displayToPublicDate":"1982-10-01T17:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1861,"text":"Ground Water","active":true,"publicationSubtype":{"id":10}},"title":"Degradation of phenolic contaminants in ground water by anaerobic bacteria: St. Louis Park, Minnesota","docAbstract":"Coal-tar derivatives from a coal-tar distillation and wood-treating plant that operated from 1918 to 1972 at St. Louis Park, Minnesota contaminated the near-surface ground water. Solutions of phenolic compounds and a water-immiscible mixture of polynuclear aromatic compounds accumulated in wetlands near the plant site and entered the aquifer. The concentration of phenolic compounds in the aqueous phase under the wetlands is about 30 mg/1 but decreases to less than 0.2 mg/1 at a distance of 430 m immediately downgradient from the source. Concentrations of naphthalene (the predominant polynuclear compound in the ground water) and sodium (selected as a conservative tracer) range from about 20 mg/1 and 430 mg/1 in the aqueous phase at the source to about 2 mg/1 and 120 mg/1 at 430 m downgradient, respectively. Phenolic compounds and naphthalene are disappearing faster than expected if only dilution were occurring. Sorption of phenolic compounds on aquifer sediments is negligible but naphthalene is slightly sorbed. Anaerobic biodegradation of phenolic compounds is primarily responsible for the observed attenuation. Methane was found only in water samples from the contaminated zone (2-20 mg/1). Methane-producing bacteria were found only in water from the contaminated zone. Methane was produced in laboratory cultures of contaminated water inoculated with bacteria from the contaminated zone. Evidence for anaerobic biodegradation of naphthalene under either field or laboratory conditions was not obtained.
","language":"English","publisher":"Wiley","doi":"10.1111/j.1745-6584.1982.tb01390.x","usgsCitation":"Ehrlich, G.G., Goerlitz, D., Godsy, E., and Hult, M.F., 1982, Degradation of phenolic contaminants in ground water by anaerobic bacteria: St. Louis Park, Minnesota: Ground Water, v. 20, no. 6, p. 703-710, https://doi.org/10.1111/j.1745-6584.1982.tb01390.x.","productDescription":"8 p.","startPage":"703","endPage":"710","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":321034,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Minnesota","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.394775390625,\n 44.91965873229824\n ],\n [\n -93.394775390625,\n 44.95769222787594\n ],\n [\n -93.3354663848877,\n 44.95769222787594\n ],\n [\n -93.3354663848877,\n 44.91965873229824\n ],\n [\n -93.394775390625,\n 44.91965873229824\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"20","issue":"6","noUsgsAuthors":false,"publicationDate":"2006-03-21","publicationStatus":"PW","scienceBaseUri":"572dc02fe4b0dae0d5d8f06f","contributors":{"authors":[{"text":"Ehrlich, G. G.","contributorId":89126,"corporation":false,"usgs":true,"family":"Ehrlich","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":628905,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goerlitz, D.F.","contributorId":8445,"corporation":false,"usgs":true,"family":"Goerlitz","given":"D.F.","affiliations":[],"preferred":false,"id":628906,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Godsy, E.M.","contributorId":56685,"corporation":false,"usgs":true,"family":"Godsy","given":"E.M.","email":"","affiliations":[],"preferred":false,"id":628907,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hult, M. F.","contributorId":29817,"corporation":false,"usgs":true,"family":"Hult","given":"M.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":628908,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70039454,"text":"70039454 - 1982 - Earth Science Information System (ESIS)","interactions":[],"lastModifiedDate":"2012-08-11T01:01:51","indexId":"70039454","displayToPublicDate":"1982-08-01T16:17:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Earth Science Information System (ESIS)","docAbstract":"The Earth Science Information System (ESIS) was developed in 1981 by the U.S. Geological Survey's Office of the Data Administrator. ESIS serves as a comprehensive data management facility designed to support the coordination, integration, and standardization of scientific, technical, and bibliographic data of the U.S. Geological Survey (USGS). ESIS provides, through an online interactive computer system, referral to information about USGS data bases, data elements which are fields in the records of data bases, and systems. The data bases contain information about many subjects from several scientific disciplines such as: geology, geophysics, geochemistry, hydrology, cartography, oceanography, geography, minerals exploration and conservation, and satellite data sensing.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70039454","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Earth Science Information System (ESIS), 11 p., https://doi.org/10.3133/70039454.","productDescription":"11 p.","numberOfPages":"6","costCenters":[],"links":[{"id":261590,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70039454/report.pdf"},{"id":261591,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70039454/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0496e4b0c8380cd50a8c","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":535307,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70185625,"text":"70185625 - 1982 - Mechanisms for trace metal enrichment at the surface microlayer in an estuarine salt marsh","interactions":[],"lastModifiedDate":"2020-03-09T19:52:45","indexId":"70185625","displayToPublicDate":"1982-06-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2662,"text":"Marine Chemistry","active":true,"publicationSubtype":{"id":10}},"title":"Mechanisms for trace metal enrichment at the surface microlayer in an estuarine salt marsh","docAbstract":"The relative contributions of adsorption to particulate surfaces, complexation with surface-active organic ligands and uptake by micro-organisms were evaluated with respect to their importance in the surface microlayer enrichment (‘partitioning’) of Cd, Pb and Cu. The contributions of each process were inferred from field data in which partitioning of the dissolved and particulate forms of Cd, Pb and Cu, total and dissolved organic carbon, particles and total bacteria were observed. In the South San Francisco Bay estuary, particle enrichment appears to control trace metal partitioning. Trace metal association with the particulate phase and the levels of partitioning observed were in the order Pb > Cu > Cd and reflect the calculated equilibrium chemical speciation of these metals in computer-simulated seawater matrices.
","language":"English","publisher":"Elsevier","doi":"10.1016/0304-4203(82)90018-4","usgsCitation":"Lion, L.W., 1982, Mechanisms for trace metal enrichment at the surface microlayer in an estuarine salt marsh: Marine Chemistry, v. 11, no. 3, p. 235-244, https://doi.org/10.1016/0304-4203(82)90018-4.","productDescription":"10 p. ","startPage":"235","endPage":"244","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338326,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"11","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58d63041e4b05ec799131121","contributors":{"authors":[{"text":"Lion, Leonard W.","contributorId":156349,"corporation":false,"usgs":false,"family":"Lion","given":"Leonard","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":686152,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70185630,"text":"70185630 - 1982 - Volatilization of ketones from water","interactions":[],"lastModifiedDate":"2020-01-26T09:56:15","indexId":"70185630","displayToPublicDate":"1982-04-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3728,"text":"Water, Air, & Soil Pollution","onlineIssn":"1573-2932","printIssn":"0049-6979","active":true,"publicationSubtype":{"id":10}},"title":"Volatilization of ketones from water","docAbstract":"The overall mass-transfer coefficients for the volatilization from water of acetone, 2-butanone, 2-pentanone, 3-pentanone, 4-methyl-2-pentanone, 2-heptanone, and 2-octanone were measured simultaneously with the oxygen-absorption coefficient in a laboratory stirred water bath. The liquid-film and gas-film coefficients of the two-film model were determined for the ketones from the overall coefficients, and both film resistances were important for volatilization of the ketones.
The liquid-film coefficients for the ketones varied with the 0.719 power of the molecular-diffusion coefficient, in agreement with the literature. The liquid-film coefficients showed a variable dependence on molecular weight, with the dependence ranging from the −0.263 power for acetone to the −0.378 power for 2-octanone. This is in contrast with the literature where a constant −0.500 power dependence on the molecular weight is assumed.
The gas-film coefficients for the ketones showed no dependence on molecular weight, in contrast with the literature where a −0.500 power is assumed.
","language":"English","publisher":"D. Reidel Publishing Co","doi":"10.1007/BF00283158","usgsCitation":"Rathbun, R.E., and Tai, D.Y., 1982, Volatilization of ketones from water: Water, Air, & Soil Pollution, v. 17, no. 3, p. 281-293, https://doi.org/10.1007/BF00283158.","productDescription":"13 p.","startPage":"281","endPage":"293","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338331,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"17","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58d63041e4b05ec799131123","contributors":{"authors":[{"text":"Rathbun, R. E.","contributorId":61796,"corporation":false,"usgs":true,"family":"Rathbun","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":686162,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tai, D. Y.","contributorId":59778,"corporation":false,"usgs":true,"family":"Tai","given":"D.","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":686163,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70185626,"text":"70185626 - 1982 - On conducting the modified ‘Slug’ test in tight formations","interactions":[],"lastModifiedDate":"2020-03-09T19:49:29","indexId":"70185626","displayToPublicDate":"1982-04-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3722,"text":"Water Resources Research","onlineIssn":"1944-7973","printIssn":"0043-1397","active":true,"publicationSubtype":{"id":10}},"title":"On conducting the modified ‘Slug’ test in tight formations","docAbstract":"The method introduced by Bredehoeft and Papadopulos (1980) for conducting a modified ‘slug’ test in tight formations does not assure the condition of approximate equilibrium necessary at the start of the test. In addition, compressibility in the shut-in well can be significantly larger than the compressibility of water, which Bredehoeft and Papadopulos indicate should be used in the calculations. Errors that may result from using the original test procedure are discussed, and a modified procedure and testing arrangement are presented.
","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR018i002p00439","usgsCitation":"Neuzil, C., 1982, On conducting the modified ‘Slug’ test in tight formations: Water Resources Research, v. 18, no. 2, p. 439-441, https://doi.org/10.1029/WR018i002p00439.","productDescription":"3 p. ","startPage":"439","endPage":"441","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338327,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"18","issue":"2","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","scienceBaseUri":"58d63042e4b05ec799131125","contributors":{"authors":[{"text":"Neuzil, C.E. 0000-0003-2022-4055","orcid":"https://orcid.org/0000-0003-2022-4055","contributorId":60401,"corporation":false,"usgs":true,"family":"Neuzil","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":686153,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8841,"text":"ofr82772 - 1982 - Hydrologic data from monitoring of saline-water intrusion in the Cape Coral area, Lee County, Florida","interactions":[],"lastModifiedDate":"2022-01-05T16:13:49.843023","indexId":"ofr82772","displayToPublicDate":"1982-01-01T22:05:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-772","title":"Hydrologic data from monitoring of saline-water intrusion in the Cape Coral area, Lee County, Florida","docAbstract":"As a result of declining water levels and saline-water intrusion in the Cape Coral area, the U.S. Geological Survey in cooperation with the City of Cape Coral established a monitoring well network in Cape Coral and adjacent areas in 1978-79. The network was designed to provide indication of lateral movement of saline water in the upper part of the Hawthorn Formation; to provide trends in water levels; and to provide background data from: (1) the aquifer in the upper part of the Hawthorn Formation; (2) the aquifer in the lower part of the Hawthorn Formation and upper part of the Tampa Limestone; and (3) the surficial aquifer. The monitoring well network consists of 77 wells.
Data collected in this network since 1978, as well as data collected from selected wells in the network prior to 1978, are compiled in this report. These data include water-quality data from 69 wells, water-level data from 29 wells, and lithologic logs from 18 wells. Other data compiled in this report include municipal pumpage and rainfall data supplied by the City of Cape Coral.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82772","collaboration":"Prepared in cooperation with the City of Cape Coral","usgsCitation":"Fitzpatrick, D.J., 1982, Hydrologic data from monitoring of saline-water intrusion in the Cape Coral area, Lee County, Florida: U.S. Geological Survey Open-File Report 82-772, v, 48 p., https://doi.org/10.3133/ofr82772.","productDescription":"v, 48 p.","numberOfPages":"53","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":142006,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0772/report-thumb.jpg"},{"id":36416,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0772/ofr82772.pdf","text":"Report","size":"635 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","county":"Lee County","city":"Cape Coral","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.28759765625,\n 26.35988109485539\n ],\n [\n -81.54327392578125,\n 26.35988109485539\n ],\n [\n -81.54327392578125,\n 26.814266197561462\n ],\n [\n -82.28759765625,\n 26.814266197561462\n ],\n [\n -82.28759765625,\n 26.35988109485539\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
Bibliographic citations and abstracts from 147 hydrologic and geologic investigations of the surficial aquifers of southeast Florida are listed in this annotated bibliography. The citations are listed alphabetically by the senior author's name.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82154","collaboration":"Prepared in cooperation with the South Florida Water Management District","usgsCitation":"Causaras, C.R., 1982, Annotated bibliography of the geology and hydrology of the surficial aquifers in Dade, Broward, and Palm Beach counties, Florida: U.S. Geological Survey Open-File Report 82-154, iii, 59 p., https://doi.org/10.3133/ofr82154.","productDescription":"iii, 59 p.","numberOfPages":"62","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":142057,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0154/report-thumb.jpg"},{"id":35864,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0154/ofr82154.pdf","text":"Report","size":"1.44 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","county":"Broward County, Miami-Dade County, Palm Beach County","otherGeospatial":"Dade County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.0738525390625,\n 26.953289277151505\n ],\n [\n -80.61561584472656,\n 26.963081804577588\n ],\n [\n -80.61767578124999,\n 26.90860007362184\n ],\n [\n -80.61698913574219,\n 26.898190457572685\n ],\n [\n -80.65818786621094,\n 26.837550696778024\n ],\n [\n -80.70281982421875,\n 26.806299349453557\n ],\n [\n -80.70419311523438,\n 26.79158985162887\n ],\n [\n -80.69526672363281,\n 26.767069784218428\n ],\n [\n -80.71243286132812,\n 26.7499025867666\n ],\n [\n -80.71929931640624,\n 26.759099622234444\n ],\n [\n -80.72135925292969,\n 26.778104469914027\n ],\n [\n -80.73783874511719,\n 26.781169470082627\n ],\n [\n -80.7501983642578,\n 26.76216513532189\n ],\n [\n -80.74264526367186,\n 26.74867625914078\n ],\n [\n -80.74607849121094,\n 26.732119541546812\n ],\n [\n -80.73509216308592,\n 26.718013770067476\n ],\n [\n -80.73165893554688,\n 26.700225740450705\n ],\n [\n -80.74882507324219,\n 26.694704752562995\n ],\n [\n -80.75981140136719,\n 26.699612310564078\n ],\n [\n -80.74813842773438,\n 26.72046707331258\n ],\n [\n -80.75637817382812,\n 26.7253735211638\n ],\n [\n -80.77491760253906,\n 26.711266913515747\n ],\n [\n -80.79345703125,\n 26.71004016936886\n ],\n [\n -80.79208374023438,\n 26.73089302213736\n ],\n [\n -80.80924987792969,\n 26.740091595363495\n ],\n [\n -80.81748962402344,\n 26.735799020431674\n ],\n [\n -80.81954956054688,\n 26.71004016936886\n ],\n [\n -80.8538818359375,\n 26.735185782216114\n ],\n [\n -80.88203430175781,\n 26.747449918285657\n ],\n [\n -80.88409423828125,\n 26.77136117828696\n ],\n [\n -80.89920043945312,\n 26.773813330666446\n ],\n [\n -80.90538024902344,\n 26.763391317397897\n ],\n [\n -80.92735290527344,\n 26.77197422134585\n ],\n [\n -80.88958740234375,\n 25.140311914680755\n ],\n [\n -80.86761474609374,\n 25.162687451233257\n ],\n [\n -80.76599121093749,\n 25.112958466940725\n ],\n [\n -80.64239501953125,\n 25.06818507635862\n ],\n [\n -80.49407958984375,\n 25.19251511519153\n ],\n [\n -80.38421630859374,\n 25.17014505150313\n ],\n [\n -80.34027099609375,\n 25.167659235421773\n ],\n [\n -80.15899658203125,\n 25.497826512321023\n ],\n [\n -80.10955810546875,\n 25.83203324251533\n ],\n [\n -80.04638671875,\n 26.418930009317858\n ],\n [\n -80.01617431640625,\n 26.799557733065328\n ],\n [\n -80.0738525390625,\n 26.953289277151505\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
In December 1967, Bulletin No. 15, \"A Uniform Technique for Determining Flood Flow Frequencies,\" was issued by the Hydrology Committee of the Water Resources Council. The report recommended use of the Pearson Type III distribution with log transformation of the data (log-Pearson Type III distribution) as a base method for flood flow frequency studies. As pointed out in that report, further studies were needed covering various aspects of flow frequency determinations.
In March 1976, Bulletin 17, \"Guidelines for Determining Flood Flow Frequency\" was issued by the Water Resources Council. The guide was an extension and update of Bulletin No. 15. It provided a more complete guide for flood flow frequency analysis incorporating currently accepted technical methods with sufficient detail to promote uniform application. It was limited to defining flood potentials in terms of peak discharge and exceedance probability at locations where a systematic record of peak flood flows is available. The recommended set of procedures was selected from those used or described in the literature prior to 1976, based on studies conducted for this purpose at the Center for Research in Water Resources of the University of Texas at Austin (summarized in Appendix 14) and on studies by the Work Group on Flood Flow Frequency.
The \"Guidelines\" were revised and reissued in June 1977 as Bulletin 17A. Bulletin 17B is the latest effort to improve and expand upon the earlier publications. Bulletin 17B provides revised procedures for weighting a station skew value with the results from a generalized skew study, detecting and treating outliers, making two station comparisons, and computing confidence limits about a frequency curve. The Work Group that prepared this revision did not address the suitability of the original distribution or the generalized skew map.
Major problems are encountered when developing guides for flood flow frequency determinations. There is no procedure or set of procedures that can be adopted which, when rigidly applied to the available data, will accurately define the flood potential of any given watershed. Statistical analysis alone will not resolve all flood frequency problems. As discussed in subsequent sections of this guide, elements of risk and uncertainty are inherent in any flood frequency analysis. User decisions must be based on properly applied procedures and proper interpretation of results considering risk and uncertainty. Therefore, the judgment of a professional experienced in hydrologic analysis will enhance the usefulness of a flood frequency analysis and promote appropriate application.
It is possible to standarize many elements of flood frequency analysis. This guide describes each major element of the process of defining the flood potential at a specific location in terms of peak discharge and exceedance probability. Use is confined to stations where available records are adequate to warrant statistical analysis of the data. Special situations may require other approaches. In those cases where the procedures of this guide are not followed, deviations must be supported by appropriate study and accompanied by a comparison of results using the recommended procedures.
As a further means of achieving consistency and improving results, the Work Group recommends that studies be coordinated when more than one analyst is working currently on data for the same location. This recommendation holds particularly when defining exceedance probabilities for rare events, where this guide allows more latitude.
Flood records are limited. As more years of record become available at each location, the determination of flood potential may change. Thus, an estimate may be outdated a few years after it is made. Additional flood data alone may be sufficient reason for a fresh assessment of the flood potential. When making a new assessment, the analyst should incorporate in his study a review of earlier estimates. Where differences appear, they should be acknowledged and explained.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70275162","usgsCitation":"Interagency Advisory Committee on Water Data, 1982, Guidelines for determining flood flow frequency: Bulletin #17B of the Hydrology Subcommittee (Revised September 1981, Editorial Corrections March 1982): Bulletin 17B, 194 p., https://doi.org/10.3133/70275162.","productDescription":"194 p.","costCenters":[],"links":[{"id":503223,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70275162/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":503222,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70275162/report-thumb.jpg"}],"edition":"Revised September 1981, Editorial Corrections March 1982","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Interagency Advisory Committee on Water Data","contributorId":370138,"corporation":true,"usgs":false,"organization":"Interagency Advisory Committee on Water Data","id":959854,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36686,"text":"36686 - 1982 - Liming of acidified waters: issues and research - a report of the International Liming Workshop","interactions":[],"lastModifiedDate":"2014-07-23T15:03:46","indexId":"36686","displayToPublicDate":"1982-01-01T13:55:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"80/40.14","title":"Liming of acidified waters: issues and research - a report of the International Liming Workshop","docAbstract":"Acidic deposition is a problem of significant national and international concern. It is strongly suspected that acidic deposition has adversely affected aquatic resources in Scandinavia and North America. While substantial resources are being devoted to understanding the causative factors associated with surface water acidification, much less research is being conducted on mitigative strategies. Mitigative techniques involving liming may be useful for short-term protection of specific component of aquatic communities or for renovation of seriously impacted aquatic ecosystems.
\nThe selection of effective liming strategies is based on an integrated understanding of the following key factors: biological systems, water chemistry, sediment chemistry, hydrology, and watershed characteristics, effectiveness of neutralizing materials, and application techniques. Research in Scandinavia, Canada, and the U.S. has led to a partial understanding of some of the key factors for successful neutralization of surface waters (Bengtsson, 1982; Fraser and Britt, 1982). However, conflicting results of liming operations and experiments have been reported. (Fraser et al., 1982; Fraser and Britt, 1982; Sverdrup and Bjerle, 1982). Additional research is required to improve the ability of scientists and resource managers to select effective liming strategies.
\nAn International Liming workshop was convened during 19-25 September 1982 at the University of Washington's Friday Harbor Laboratories. The major objective of this workshop were:
\n- To identify the most critical deficiencies in the scientific understanding of liming techniques and their long-term consequences.
\n- To develop and document a research strategy to address information deficiencies that are pertinent to the protection or renovation of acidic surface waters in the United States.
\nThe participants who contributed to this workshop are listed in Table 1.
","language":"English","publisher":"U.S. Fish and Wildlife Service","collaboration":"Performed for the Eastern Energy and Land Use Team, Division of Biological Services, Research and Development, Fish and Wildlife Service, U.S. Department of the Interior","usgsCitation":"Schreiber, R.K., 1982, Liming of acidified waters: issues and research - a report of the International Liming Workshop: FWS/OBS 80/40.14, vi, 36 p.","productDescription":"vi, 36 p.","costCenters":[],"links":[{"id":290832,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57ff901ae4b0824b2d16e113","contributors":{"authors":[{"text":"Schreiber, R. Kent","contributorId":58145,"corporation":false,"usgs":true,"family":"Schreiber","given":"R.","email":"","middleInitial":"Kent","affiliations":[],"preferred":false,"id":216789,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70231796,"text":"70231796 - 1982 - Processing capabilities for hydrologic information systems","interactions":[],"lastModifiedDate":"2022-05-26T16:11:59.512127","indexId":"70231796","displayToPublicDate":"1982-01-01T11:05:09","publicationYear":"1982","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Processing capabilities for hydrologic information systems","docAbstract":"No abstract available.
","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"U.S. Army Corps of Engineers Remote Sensing Symposium","largerWorkSubtype":{"id":12,"text":"Conference publication"},"conferenceTitle":"U.S. Army Corps of Engineers Remote Sensing Symposium","conferenceDate":"November 30-December 2, 1981","conferenceLocation":"Radisson Plaza, Nashville, Tennessee, United States","language":"English","publisher":"U. S. Army Corps of Engineers","usgsCitation":"Moore, G.K., 1982, Processing capabilities for hydrologic information systems, in U.S. Army Corps of Engineers Remote Sensing Symposium, Radisson Plaza, Nashville, Tennessee, United States, November 30-December 2, 1981.","startPage":"114","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":401154,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Moore, G. K.","contributorId":67550,"corporation":false,"usgs":true,"family":"Moore","given":"G.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":843857,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70094968,"text":"70094968 - 1982 - Compilation of hydrologic data for the Edwards Aquifer, San Antonio area, Texas, 1934-80","interactions":[],"lastModifiedDate":"2016-08-24T10:31:02","indexId":"70094968","displayToPublicDate":"1982-01-01T08:33:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5177,"text":"Edwards Underground Water District Bulletin","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"40","title":"Compilation of hydrologic data for the Edwards Aquifer, San Antonio area, Texas, 1934-80","docAbstract":"No abstract available.
","language":"English","publisher":"Edwards Underground Water District","publisherLocation":"San Antonia, TX","collaboration":"Prepared in cooperation with the U.S. Geological Survey and the Texas Department of Water Resources","usgsCitation":"Reeves, R., Maclay, R., and Davis, M., 1982, Compilation of hydrologic data for the Edwards Aquifer, San Antonio area, Texas, 1934-80: Edwards Underground Water District Bulletin 40, 128 p.","productDescription":"128 p.","numberOfPages":"134","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":282804,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70094968.JPG"},{"id":284821,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70094968/report.pdf"}],"country":"United States","state":"Texas","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -100.7971,29.0834 ], [ -100.7971,30.2330 ], [ -97.7105,30.2330 ], [ -97.7105,29.0834 ], [ -100.7971,29.0834 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57c6aef0e4b0f2f0cebe460a","contributors":{"authors":[{"text":"Reeves, R.D.","contributorId":95043,"corporation":false,"usgs":true,"family":"Reeves","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":491008,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maclay, R.W.","contributorId":72804,"corporation":false,"usgs":true,"family":"Maclay","given":"R.W.","affiliations":[],"preferred":false,"id":491006,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davis, M.F.","contributorId":79400,"corporation":false,"usgs":true,"family":"Davis","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":491007,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}