{"pageNumber":"514","pageRowStart":"12825","pageSize":"25","recordCount":16501,"records":[{"id":14703,"text":"ofr86487 - 1986 - Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1983","interactions":[],"lastModifiedDate":"2017-06-14T11:20:52","indexId":"ofr86487","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-487","title":"Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1983","docAbstract":"<p>Hydro!ogic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in the Austin and Houston areas, and have been completed in the Dallas-Fort Worth and San Antonio areas.</p>\n<p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volumes.</li>\n<li>To determine the effect of urban development on flood peaks and volumes.</li>\n<li>To ascertain the variation in water quality for different flow conditions and different seasons.</li>\n</ol>\n<p>This report, the twentieth in a series of reports to be published annually, is primarily applicable to objective No. 2. The report presents hydrologic data collected in the Houston urban area for the 1983 water year (October 1, 1982, to September 30, 1983).</p>\n<p>A report by Johnson and Sayre (1973) utilized records collected from 1965 to 1969 to study the effects of urbanization on floods in the Houston area. That report also summarized various basin parameters. A report by Waddell, Massey, and Jennings (1979) presented data on runoff from the Houston area and computed concentrations and loads of selected water-quality constituents discharged to Galveston Bay. The study utilized a variation of the \"STORM\" model developed by the Hydrologic Engineering Center of the U.S. Army Corps of Engineers. A report prepared by Li scum and Massey (1980) presented a technique for estimating the magnitude and frequency of floods in the Houston area from drainage areas, bank-full conveyance, and percentage )f urban development.</p>\n<p>A definition of terms related to streamflow, water quality, and other hydrologic data, as used in this report, are defined in \" U.S. Geological Survey, Water-resources data for Texas, water year 1983, volume 2.\"</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr86487","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., 1986, Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1983: U.S. Geological Survey Open-File Report 86-487, viii, 287 p., https://doi.org/10.3133/ofr86487.","productDescription":"viii, 287 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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,{"id":32606,"text":"pp1134E - 1986 - Geochemical variability of soils and biogeochemical variability of plants in the Piceance Basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:09:19","indexId":"pp1134E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1134","chapter":"E","title":"Geochemical variability of soils and biogeochemical variability of plants in the Piceance Basin, Colorado","docAbstract":"Geochemical baselines for native soils and biogeochemical baselines for plants in the Piceance basin provide data that can be used to assess geochemical and biogeochemical effects of oil-shale development, monitor changes in the geochemical and biogeochemical environment during development, and assess the degree of success of rehabilitation of native materials after development. Baseline values for 52 properties in native soils, 15 properties in big sagebrush, and 13 properties in western wheatgrass were established. Our Study revealed statistically significant regional variations of the following properties across the basin: in soil&-aluminum, cobalt, copper, iron, manganese, sodium, nickel, phosphorus, lead, scandium, titanium, vanadium, zinc, organic and total carbon, pH, clay, dolomite, sodium feldspar, and DTPA-extractable calcium, cadmium, iron, potassium, manganese, nickel, phosphorus, yttrium, and zinc; in big sagebrush-barium, calcium, copper, magnesium, molybdenum, sodium, strontium, zinc, and ash; and in western wheatgrass-boron, barium, calcium, magnesium, manganese, molybdenum, strontium, zinc, and ash. These variations show up as north-south trends across the basin, or they reflect differences in elevation, hydrology, and soil parent material. Baseline values for properties that do not have statistically significant regional variations can be represented by geometric means and deviations calculated from all values within the basin. \r\n\r\nChemical and mineralogical analyses of soil and chemical analyses of western wheatgrass samples from Colorado State University's experimental revegetation plot at Anvil Points provide data useful in assessing potential effects on soil and plant properties when largescale revegetation operations begin. The concentrations of certain properties are related to the presence of topsoil over spent shale in the lysimeters. In soils, calcium, fluorine, lithium, magnesium, sodium, phosphorus, strontium, carbonate and total carbon, and DTPA-extractable boron, copper, iron, magnesium, and nickel have lower concentrations in topsoil than in the spent oil shale; whereas, silicon, titanium, ytterbium, clay, quartz, and DTPA-extractable potassium have greater concentrations in the topsoil than in the spent oil shale. In western wheatgrass, molybdenum has a lower concentration in grasses growing on the topsoil than in grasses on the spent oil shale; whereas, barium, calcium, manganese, strontium, zinc, and ash have greater concentrations in grasses growing on the topsoil than on the spent oil shale. When compared to baseline values, soils in the revegetation plot are significantly higher in concentrations of lead, zinc, organic and total carbon, and DTP A-extractable cadmium, iron, manganese, nickel, phosphorus, and zinc. Whereas, western wheatgrass grown within the revegetation plot has concentrations which fall within the baseline values established in the regional study. \r\n\r\nThe equations used in predicting concentrations of elements in plants from native and altered sites are cumbersome because of the large number of variables required to adequately predict expected concentrations and are of limited use because many explained only a small proportion of the total variation.","language":"ENGLISH","doi":"10.3133/pp1134E","usgsCitation":"Tuttle, M.L., Severson, R.C., Dean, W., and Klusman, R., 1986, Geochemical variability of soils and biogeochemical variability of plants in the Piceance Basin, Colorado: U.S. Geological Survey Professional Paper 1134, p. E1-E46, https://doi.org/10.3133/pp1134E.","productDescription":"p. E1-E46","costCenters":[],"links":[{"id":125089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1134e/report-thumb.jpg"},{"id":60463,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1134e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab97e","contributors":{"authors":[{"text":"Tuttle, M. L.","contributorId":71992,"corporation":false,"usgs":true,"family":"Tuttle","given":"M.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":208773,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Severson, R. C.","contributorId":46498,"corporation":false,"usgs":true,"family":"Severson","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":208772,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dean, W.E.","contributorId":97099,"corporation":false,"usgs":true,"family":"Dean","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":208775,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Klusman, R.W.","contributorId":93108,"corporation":false,"usgs":true,"family":"Klusman","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":208774,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":32487,"text":"pp1402E - 1986 - Geohydrology of bedrock aquifers in the Northern Great Plains in parts of Montana, North Dakota, South Dakota, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:09:09","indexId":"pp1402E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1402","chapter":"E","title":"Geohydrology of bedrock aquifers in the Northern Great Plains in parts of Montana, North Dakota, South Dakota, and Wyoming","docAbstract":"Rocks of Paleozoic and Mesozoic age underlie the entire northern Great Plains of the United States. These rocks form 5 artesian aquifer systems that are recharged in the mountainous areas of Montana, South Dakota, and Wyoming and extend more than 600 miles to discharge areas in the northeastern part of North Dakota and in the Canadian Province of Manitoba. Generally, the principal direction of flow in each aquifer is deflected to the north and south around the Williston basin. Flow through the Williston basin is restricted because of geologic structure, and decreased permeability of rocks in the deeper parts of the basin. Major fracture systems or lineaments traverse the geologic section and are either vertical or horizontal conduits, or barriers to, groundwater flow. Vertical leakage from the aquifers is restricted by shale of minimal permeability, halite beds, and stratigraphic traps or minimal-permeability zones associated with petroleum accumulations. Interaquifer leakage appears to occur through and along some of the major lineaments. During the Pleistocene Epoch, thick ice sheets completely covered the discharge areas of the bedrock aquifers. This effectively blocked flow northeastward from the system and, at some locations, it may have caused a reversal of flow. The existing flow, system therefore, may not have reached hydrologic equilibrium with the stress of the last glacial period. (USGS)","language":"ENGLISH","doi":"10.3133/pp1402E","usgsCitation":"Downey, J.S., 1986, Geohydrology of bedrock aquifers in the Northern Great Plains in parts of Montana, North Dakota, South Dakota, and Wyoming: U.S. Geological Survey Professional Paper 1402, p. E1-E87; 3 plates in pocket, https://doi.org/10.3133/pp1402E.","productDescription":"p. E1-E87; 3 plates in pocket","costCenters":[],"links":[{"id":104622,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4833.htm","linkFileType":{"id":5,"text":"html"},"description":"4833"},{"id":122607,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1402e/report-thumb.jpg"},{"id":60365,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1402e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":60366,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1402e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":60367,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1402e/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":60368,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1402e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a56","contributors":{"authors":[{"text":"Downey, J. S.","contributorId":100013,"corporation":false,"usgs":true,"family":"Downey","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":208585,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","interactions":[{"subject":{"id":9713,"text":"ofr84453 - 1984 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"ofr84453","publicationYear":"1984","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"wsp2280","publicationYear":"1986","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp2280","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2280","title":"Magnitude and frequency of high flows of unregulated streams in Kansas","docAbstract":"Information on high-flow magnitude and frequency is needed for hydrologic evaluation of such factors as flood-control storage and dam safety. High-flow information given in this report is for streamflows unaffected by major regulation, such as by large reservoirs. High-flow magnitude and frequency data are given for 91 streamflow-gaging stations throughout Kansas. Results of frequency calculations are given for durations of high flow of 1, 3, 7, 15, 30, 60, 90, 120, and 183 consecutive days. Accuracy of the magnitude-frequency values is influenced by the variability of flow, the number of years of flow record, and the recurrence interval calculated. \r\n\r\nHigh-flow magnitude and frequency for ungaged sites can be estimated from regression equations using significant drainage-basin characteristics of contributing-drainage area; 50-year, 24-hour rainfall; and free-water-surface evaporation. Standard errors of estimate for ungaged sites on ungaged streams range from 31 to 49 percent, generally increasing with recurrence interval. If an ungaged site is near a gaging station having 10 or more years of record on the same stream, the data for the gaging station may be used to improve the regression estimates.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2280","usgsCitation":"Jordan, P.R., 1986, Magnitude and frequency of high flows of unregulated streams in Kansas: U.S. Geological Survey Water Supply Paper 2280, iv, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2280.","productDescription":"iv, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":138368,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2280/report-thumb.jpg"},{"id":27445,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2280/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64962d","contributors":{"authors":[{"text":"Jordan, Paul Robert","contributorId":57819,"corporation":false,"usgs":true,"family":"Jordan","given":"Paul","email":"","middleInitial":"Robert","affiliations":[],"preferred":false,"id":144508,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27013,"text":"wri854270 - 1986 - Hydrology of the leeward aquifers, southeast Oahu, Hawaii","interactions":[],"lastModifiedDate":"2022-02-03T21:51:40.946903","indexId":"wri854270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4270","title":"Hydrology of the leeward aquifers, southeast Oahu, Hawaii","docAbstract":"The leeward southeast Oahu ground-water area includes the Waialae and Wailupe-Hawaii Kai aquifers. The Waialae aquifer is separated from the ground water of Kaimuki to the west by Palolo valley fill and the Kaau rift zone, and from the Wailupe-Hawaii Kai aquifer to the east by a line of northeast-trending volcanic dikes. The distinct ground-water head changes across these boundaries indicate that the aquifers are separate, with little or no leakage between them.\r\n\r\nA water budget of leeward southeast Oahu determined the quantity and spatial distribution of ground-water recharge. These estimates of recharge, 6 million gallons per day over the Waialae area and 9.1 million gallons per day over the Wailupe-Hawaii Kai area, were used as input to a finite-element two-dimensional ground-water flow model. Ground-water heads were simulated in the modeled aquifer for several pumping scenarios. Projected pumpage from the recently drilled wells int he area is predicted to draw the water table down about one foot from its present mean position.\r\n\r\nThe existing ground-water development of 1.4 million gallons per day is small compared to the quantity of ground water that flows through the area and discharges to the sea. Because the Waialae and Wailupe-Hawaii Kai aquifers are isolated from adjacent ground-water bodies, they can be fully developed without affecting ground-water resources outside the area.","language":"English","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri854270","usgsCitation":"Eyre, P.R., Ewart, C., and Shade, P.J., 1986, Hydrology of the leeward aquifers, southeast Oahu, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 85-4270, vii, 75 p., https://doi.org/10.3133/wri854270.","productDescription":"vii, 75 p.","costCenters":[{"id":525,"text":"Pacific Islands Water Science Center","active":true,"usgs":true}],"links":[{"id":395413,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36412.htm"},{"id":55898,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4270/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123879,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4270/report-thumb.jpg"}],"country":"United States","state":"Hawaii","otherGeospatial":"Oahu","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -157.825,\n              21.031\n            ],\n            [\n              -157.65,\n              21.031\n            ],\n            [\n              -157.65,\n              21.321\n            ],\n            [\n              -157.825,\n              21.321\n            ],\n            [\n              -157.825,\n              21.031\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683083","contributors":{"authors":[{"text":"Eyre, Paul R.","contributorId":15242,"corporation":false,"usgs":true,"family":"Eyre","given":"Paul","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197406,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ewart, Charles J.","contributorId":88759,"corporation":false,"usgs":true,"family":"Ewart","given":"Charles J.","affiliations":[],"preferred":false,"id":197408,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shade, Patricia J.","contributorId":30618,"corporation":false,"usgs":true,"family":"Shade","given":"Patricia","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197407,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":16220,"text":"ofr86483 - 1986 - Water-use information for California","interactions":[],"lastModifiedDate":"2012-02-02T00:07:17","indexId":"ofr86483","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-483","title":"Water-use information for California","docAbstract":"This pamphlet reports on the availability of water use information to and for the state of California, through the development of the State Water-Use Data System (SWUDS). SWUDS is currently organized into 12 water use categories: Agricultural non-irrigation; Commercial; Domestic; Industrial; Irrigation; Mining; Power generation--fossil fuel, geothermal, hydroelectric , nuclear; Sewage treatment; and Water supply. The information needs of this system include type of water use (by category); name of water user; location of water use (latitude/longitude, county, and hydrologic unit--drainage basin); sources of water supply and return (fresh, saline, or reclaimed surface or groundwater); volume of water withdrawn, delivered, consumed, released, and returned; and period of water use (month, year). (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86483","usgsCitation":"Templin, W., 1986, Water-use information for California: U.S. Geological Survey Open-File Report 86-483, 4 p.  :ill., maps ;22 x 40 cm., folded to 22 x 10 cm., https://doi.org/10.3133/ofr86483.","productDescription":"4 p.  :ill., maps ;22 x 40 cm., folded to 22 x 10 cm.","costCenters":[],"links":[{"id":150548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0483/report-thumb.jpg"},{"id":45146,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0483/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48b4e4b07f02db532f7a","contributors":{"authors":[{"text":"Templin, W. E.","contributorId":56243,"corporation":false,"usgs":true,"family":"Templin","given":"W. E.","affiliations":[],"preferred":false,"id":172442,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":236,"text":"wsp2290 - 1986 - Selected papers in the hydrologic sciences, 1986","interactions":[],"lastModifiedDate":"2024-01-25T19:18:10.492559","indexId":"wsp2290","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2290","title":"Selected papers in the hydrologic sciences, 1986","docAbstract":"West Point Reservoir is a multiple-purpose project on the Chattahoochee River about 112 river kilometers downstream from Atlanta on the Alabama-Georgia border. Urbanization has placed large demands on the Chattahoochee River, and water quality below Atlanta was degraded even before impoundment. Water-quality, bottom-sediment, and fish-tissue samples were collected from the reservoir to determine whether water-quality problems have occurred subsequent to impoundment. \r\n\r\nSevere hypolimnetic oxygen deficiency occurred in the reservoir following thermal stratification in the spring of 1978 and 1979. During stratified periods, concentrations of dissolved iron and manganese in the hypolimnion at the dam pool ranged from 0 to 7,700 and 30 to 2,000 micrograms per liter, respectively. \r\n\r\nDuring thermally stratified periods, phytoplankton standing crops in the upper lentic section of the reservoir ranged from 39,000 to 670,000 cells per milliliter. A maximum algal growth potential value (U.S. Geological Survey method) of 48.0 milligrams per liter was obtained at the uppermost data-collection station. The primary growth-limiting nutrients were nitrogen in the Iotic section and phosphorus in the lentic section. \r\n\r\nThe highest measured concentrations of volatile solids and total iron, manganese, phosphorus, and organic carbon in sediments occurred in the lentic section of the reservoir, where bottom sediments consist mainly of silt and clay. Polychlorinated biphenyls and chlordane concentrations in the bottom sediments were as high as 740 and 210 micrograms per kilogram, respectively. Concentrations of polychlorinated biphenyls and chlordane in fish tissue ranged from 19 to 3,800 and 6.0 to 280 micrograms per kilogram, respectively.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wsp2290","usgsCitation":"1986, Selected papers in the hydrologic sciences, 1986: U.S. Geological Survey Water Supply Paper 2290, v, 154 p., https://doi.org/10.3133/wsp2290.","productDescription":"v, 154 p.","costCenters":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"links":[{"id":424721,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25414.htm","text":"Recent growth of Gulkana Glacier, Alaska Range, and its relation to glacier-fed river runoff","linkFileType":{"id":5,"text":"html"},"description":"25414"},{"id":421144,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25324.htm","text":"Estimating stream-aquifer interactions in coal areas of eastern Kansas by using stream-flow records","linkFileType":{"id":5,"text":"html"},"description":"25324"},{"id":13682,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wsp/wsp2290/","linkFileType":{"id":5,"text":"html"}},{"id":424722,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25484.htm","text":"Aqueous geochemistry of the Bradys Hot Springs geothermal area, Churchill County, Nevada","linkFileType":{"id":5,"text":"html"},"description":"25484"},{"id":424723,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25573.htm","text":"Channel widening characteristics and bank slope development along a reach of Cane Creek, west Tennessee","linkFileType":{"id":5,"text":"html"},"description":"25573"},{"id":136528,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":424720,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25378.htm","text":"Limnology of West Point Reservoir, Georgia and Alabama","linkFileType":{"id":5,"text":"html"},"description":"25378"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db6553a5","contributors":{"editors":[{"text":"Subitzky, Seymour","contributorId":99111,"corporation":false,"usgs":true,"family":"Subitzky","given":"Seymour","email":"","affiliations":[],"preferred":false,"id":749878,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":28267,"text":"wri854238 - 1986 - Hydrology and effects of mining in the upper Russell Fork basin, Buchanan and Dickenson counties, Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri854238","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4238","title":"Hydrology and effects of mining in the upper Russell Fork basin, Buchanan and Dickenson counties, Virginia","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854238","usgsCitation":"Larson, J.D., and Powell, J.D., 1986, Hydrology and effects of mining in the upper Russell Fork basin, Buchanan and Dickenson counties, Virginia: U.S. Geological Survey Water-Resources Investigations Report 85-4238, viii, 63 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854238.","productDescription":"viii, 63 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4238/report-thumb.jpg"},{"id":57089,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605149","contributors":{"authors":[{"text":"Larson, J. D.","contributorId":83084,"corporation":false,"usgs":true,"family":"Larson","given":"J.","middleInitial":"D.","affiliations":[],"preferred":false,"id":199499,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Powell, John D.","contributorId":6045,"corporation":false,"usgs":true,"family":"Powell","given":"John","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199498,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44442,"text":"wri864046 - 1986 - Ground-water levels in three basalt hydrologic units underlying the Columbia Plateau, Washington and Oregon, spring 1984","interactions":[],"lastModifiedDate":"2023-03-13T19:56:15.075174","indexId":"wri864046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4046","title":"Ground-water levels in three basalt hydrologic units underlying the Columbia Plateau, Washington and Oregon, spring 1984","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864046","usgsCitation":"Whiteman, K.J., 1986, Ground-water levels in three basalt hydrologic units underlying the Columbia Plateau, Washington and Oregon, spring 1984: U.S. Geological Survey Water-Resources Investigations Report 86-4046, 4 Plates: 36.62 x 35.41 inches or smaller, https://doi.org/10.3133/wri864046.","productDescription":"4 Plates: 36.62 x 35.41 inches or smaller","costCenters":[],"links":[{"id":173649,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":414040,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36510.htm","linkFileType":{"id":5,"text":"html"}},{"id":81763,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4046/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81762,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4046/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81761,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4046/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81760,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4046/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon, Washington","otherGeospatial":"Columbia Plateau","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -121.633,\n              48.112\n            ],\n            [\n              -121.633,\n              44.817\n            ],\n            [\n              -116.367,\n              44.817\n            ],\n            [\n              -116.367,\n              48.112\n            ],\n            [\n              -121.633,\n              48.112\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6674be","contributors":{"authors":[{"text":"Whiteman, K. J.","contributorId":48147,"corporation":false,"usgs":true,"family":"Whiteman","given":"K.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":229772,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16627,"text":"ofr86401 - 1986 - Proceedings of conference XXXII; workshop on Future directions in evaluating earthquake hazards of Southern California","interactions":[],"lastModifiedDate":"2018-02-20T15:43:13","indexId":"ofr86401","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-401","title":"Proceedings of conference XXXII; workshop on Future directions in evaluating earthquake hazards of Southern California","docAbstract":"Hydrologic data were collected at White Sands Missile Range, NM, in 1985. The total groundwater withdrawal in 1985 was 676,433 ,800 gallons. The 11 supply wells in the Post Headquarters well field produced 642,056,000 gallons, or about 95 percent of the total. The six Range area supply wells produced 34,377,800 gallons. The total groundwater withdrawal was 8,841,200 gallons less in 1985 than 1984. Water samples from six Post Headquarters supply wells were collected for major chemical analysis. Water samples from 19 other wells were collected for pH and specific-conductance analysis. Depth-to-water measurements in the Post Headquarters supply wells showed seasonal fluctuations as well as continued long-term declines. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Menlo Park, CA","doi":"10.3133/ofr86401","usgsCitation":"1986, Proceedings of conference XXXII; workshop on Future directions in evaluating earthquake hazards of Southern California: U.S. Geological Survey Open-File Report 86-401, vii, 421 p., https://doi.org/10.3133/ofr86401.","productDescription":"vii, 421 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William M. III","contributorId":72365,"corporation":false,"usgs":true,"family":"Brown","given":"William","suffix":"III","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":729064,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Kockelman, William J.","contributorId":34510,"corporation":false,"usgs":true,"family":"Kockelman","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":729065,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Ziony, Joseph I.","contributorId":16829,"corporation":false,"usgs":true,"family":"Ziony","given":"Joseph I.","affiliations":[],"preferred":false,"id":729066,"contributorType":{"id":2,"text":"Editors"},"rank":3}]}}
,{"id":16621,"text":"ofr8655 - 1986 - Hydrologic data from small rural and developing watersheds in west-central Florida, 1981-84","interactions":[],"lastModifiedDate":"2012-02-02T00:07:12","indexId":"ofr8655","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-55","title":"Hydrologic data from small rural and developing watersheds in west-central Florida, 1981-84","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8655","usgsCitation":"Woodham, W.M., 1986, Hydrologic data from small rural and developing watersheds in west-central Florida, 1981-84: U.S. Geological Survey Open-File Report 86-55, iv, 105 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8655.","productDescription":"iv, 105 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":149651,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0055/report-thumb.jpg"},{"id":45632,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0055/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60786a","contributors":{"authors":[{"text":"Woodham, W. M.","contributorId":72356,"corporation":false,"usgs":true,"family":"Woodham","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":173167,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12369,"text":"ofr86141 - 1986 - Water-resources activities of the U.S. Geological Survey in New Mexico, fiscal year 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:06:39","indexId":"ofr86141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-141","title":"Water-resources activities of the U.S. Geological Survey in New Mexico, fiscal year 1986","docAbstract":"All U.S. Geological Survey hydrologic investigations in the New Mexico District in progress during fiscal year 1986 are summarized. The summaries include sections on the problem addressed, the objective and approach of the investigation, progress of the investigation and plans for 1986 fiscal year, and reports published as a result of the investigation. Water conditions in New Mexico during the 1985 water year are briefly described. Reports released during 1985 are listed. The New Mexico District office organization, cooperating agencies, and types of funding for the District operation are also summarized. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86141","usgsCitation":"Knutilla, R.L., 1986, Water-resources activities of the U.S. Geological Survey in New Mexico, fiscal year 1986: U.S. Geological Survey Open-File Report 86-141, vi, 83 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86141.","productDescription":"vi, 83 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":145837,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0141/report-thumb.jpg"},{"id":40605,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5454d5","contributors":{"authors":[{"text":"Knutilla, R. L. (compiler)","contributorId":68746,"corporation":false,"usgs":true,"family":"Knutilla","given":"R.","suffix":"(compiler)","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":166017,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12349,"text":"ofr86150 - 1986 - U.S. Geological Survey water resources activities in Florida, 1985-86","interactions":[],"lastModifiedDate":"2018-09-19T18:08:59","indexId":"ofr86150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-150","title":"U.S. Geological Survey water resources activities in Florida, 1985-86","docAbstract":"This report contains summary statements of water resources activities in Florida conducted by the Water Resources Division of the U.S. Geological Survey in cooperation with Federal, State , and local agencies during 1985-86. These activities are part of the Federal program of appraising the Nation 's water resources. Water resources appraisals in Florida are highly diversified, ranging from hydrologic records networks to interpretive appraisals of water resources and applied research to develop investigative techniques. Thus, water resource investigations range from basic descriptive water-availability studies for areas of low-intensity water development and management to sophisticated cause and effect studies in areas of high-intensity water development and management. The interpretive reports and records that are products of the investigations are a principal hydrologic foundation upon which the plans for development, management, and protection of Florida 's water resources may be based. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86150","usgsCitation":"1986, U.S. Geological Survey water resources activities in Florida, 1985-86: U.S. Geological Survey Open-File Report 86-150, vi, 95 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86150.","productDescription":"vi, 95 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":40587,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0150/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143772,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0150/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db61215f","contributors":{"editors":[{"text":"Glenn, M.E.","contributorId":57075,"corporation":false,"usgs":true,"family":"Glenn","given":"M.E.","email":"","affiliations":[],"preferred":true,"id":745675,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":1409,"text":"wsp2278 - 1986 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho","interactions":[{"subject":{"id":19013,"text":"ofr84461 - 1984 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River Plain, Idaho","indexId":"ofr84461","publicationYear":"1984","noYear":false,"title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River Plain, Idaho"},"predicate":"SUPERSEDED_BY","object":{"id":1409,"text":"wsp2278 - 1986 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho","indexId":"wsp2278","publicationYear":"1986","noYear":false,"title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp2278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2278","title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho","docAbstract":"A nonlinear, least-squares regression technique for the estimation of ground-water flow model parameters was applied to the regional aquifer underlying the eastern Snake River Plain, Idaho. The technique uses a computer program to simulate two-dimensional, steady-state ground-water flow. Hydrologic data for the 1980 water year were used to calculate recharge rates, boundary fluxes, and spring discharges. Ground-water use was estimated from irrigated land maps and crop consumptive-use figures. These estimates of ground-water withdrawal, recharge rates, and boundary flux, along with leakance, were used as known values in the model calibration of transmissivity. Leakance values were adjusted between regression solutions by comparing model-calculated to measured spring discharges. In other simulations, recharge and leakance also were calibrated as prior-information regression parameters, which limits the variation of these parameters using a normalized standard error of estimate. \r\n\r\nResults from a best-fit model indicate a wide areal range in transmissivity from about 0.05 to 44 feet squared per second and in leakance from about 2.2x10 -9 to 6.0 x 10 -8 feet per second per foot. Along with parameter values, model statistics also were calculated, including the coefficient of correlation between calculated and observed head (0.996), the standard error of the estimates for head (40 feet), and the parameter coefficients of variation (about 10-40 percent). Additional boundary flux was added in some areas during calibration to achieve proper fit to ground-water flow directions. Model fit improved significantly when areas that violated model assumptions were removed. It also improved slightly when y-direction (northwest-southeast) transmissivity values were larger than x-direction (northeast-southwest) transmissivity values. The model was most sensitive to changes in recharge, and in some areas, to changes in transmissivity, particularly near the spring discharge area from Milner Dam to King Hill.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Distribution Branch, Text Products Section, U.S. Geological Survey,","doi":"10.3133/wsp2278","usgsCitation":"Garabedian, S.P., 1986, Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho: U.S. Geological Survey Water Supply Paper 2278, iv, 60 p. :ill., maps ;28 cm.; 4 plates in pocket, https://doi.org/10.3133/wsp2278.","productDescription":"iv, 60 p. :ill., maps ;28 cm.; 4 plates in pocket","costCenters":[],"links":[{"id":138002,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2278/report-thumb.jpg"},{"id":26500,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2278/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26501,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2278/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26502,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2278/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26503,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2278/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26504,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2278/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67ab19","contributors":{"authors":[{"text":"Garabedian, Stephen P.","contributorId":91090,"corporation":false,"usgs":true,"family":"Garabedian","given":"Stephen","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":143703,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30265,"text":"wri854151 - 1986 - Plan of study for the Regional Aquifer-System Analysis, Columbia Plateau, Washington, northern Oregon, and northwestern Idaho","interactions":[],"lastModifiedDate":"2017-02-07T08:03:17","indexId":"wri854151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4151","title":"Plan of study for the Regional Aquifer-System Analysis, Columbia Plateau, Washington, northern Oregon, and northwestern Idaho","docAbstract":"The U.S. Geological Survey began a 4-year study of the regional aquifer system underlying the Columbia Plateau, in central and eastern Washington, northern Oregon, and northwestern Idaho in October 1983, as part of the Regional Aquifer System Analysis program. The study will describe the geohydrology, geochemistry, and quality of water in the Columbia River Basalt Group, the Miocene rocks that underlie 70,000 square miles in three States. Water from the basalts is used for municipal and industrial purposes, and most importantly, for agriculture. As more land is brought under cultivation and surface water becomes totally allocated, the groundwater is an increasingly important supply for agriculture and related activities. In addition, the basalts are being considered as a repository site for high-level nuclear wastes. For management agencies to make the best decisions regarding the future development of this area, the regional groundwater flow system, its relation to the surfacewater system , and the quality of the water need to be quantified. This report describes the geohydrologic setting, hydrologic problems, objectives, and approach for the region. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854151","usgsCitation":"Vaccaro, J.J., 1986, Plan of study for the Regional Aquifer-System Analysis, Columbia Plateau, Washington, northern Oregon, and northwestern Idaho: U.S. Geological Survey Water-Resources Investigations Report 85-4151, iii, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854151.","productDescription":"iii, 25 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":119472,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4151/report-thumb.jpg"},{"id":59052,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4151/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68560a","contributors":{"authors":[{"text":"Vaccaro, J. J.","contributorId":48173,"corporation":false,"usgs":true,"family":"Vaccaro","given":"J.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202958,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30196,"text":"wri854278 - 1986 - Three-dimensional steady-state simulation of flow in the sand-and-gravel aquifer, southern Escambia County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri854278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4278","title":"Three-dimensional steady-state simulation of flow in the sand-and-gravel aquifer, southern Escambia County, Florida","docAbstract":"The sand-and-gravel aquifer is the only freshwater aquifer in southern Escambia County, Florida and is the source of public water supply for the area, including the City of Pensacola. The aquifer was simulated by a two-layer, digital model to provide hydrologic information for water resource planning. The lower layer represents the main-producing zone; the upper layer represents all of the aquifer above the main-producing zone including an unconfined zone and discontinuous perched, confined , and confining zones. The model was designed for steady-state simulation and predicts the response of the aquifer (changes in water levels) to groundwater pumping where steady-state conditions have been reached. Input to the model includes matrices representing constant-head nodes, starting head, transmissivity of layer 1, leakance between layers 1 and 2, lateral hydraulic conductivity of layer 2, and altitude of the base layer 2. The sources of water to the model are from recharge by infiltrated precipitation (estimated from base runoff), inflow across boundaries, and induced recharge from river leakance in periods of prolonged groundwater pumping. Model output includes final head and drawdown for each layer and total values for discharge and recharge in the model area. The model was calibrated for 1972 pumping and tested by simulating pumpages during 1939-40, 1958, and 1977. Sensitivity analyses showed water levels in both layers were most sensitive to changes in the recharge matrix and least sensitive to river leakage. Suggestions for further development of the model include subdivision and expansion of the grid, assignment of storage coefficients for transient simulations, more intensive study of the stream-aquifer relations, and consideration of the effects of infiltration basins on recharge. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854278","usgsCitation":"Trapp, H., and Geiger, L., 1986, Three-dimensional steady-state simulation of flow in the sand-and-gravel aquifer, southern Escambia County, Florida: U.S. Geological Survey Water-Resources Investigations Report 85-4278, v, 149 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854278.","productDescription":"v, 149 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159962,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4278/report-thumb.jpg"},{"id":58988,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4278/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9b76","contributors":{"authors":[{"text":"Trapp, Henry","contributorId":107693,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","affiliations":[],"preferred":false,"id":202844,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Geiger, L.H.","contributorId":88761,"corporation":false,"usgs":true,"family":"Geiger","given":"L.H.","email":"","affiliations":[],"preferred":false,"id":202843,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70174099,"text":"70174099 - 1986 - Hydrology of carbonate aquifers in southwestern Linn County and adjacent parts of Benton, Iowa, and Johnson Counties, Iowa","interactions":[],"lastModifiedDate":"2025-07-30T14:37:03.487347","indexId":"70174099","displayToPublicDate":"1987-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":148,"text":"Water Supply Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"15","title":"Hydrology of carbonate aquifers in southwestern Linn County and adjacent parts of Benton, Iowa, and Johnson Counties, Iowa","docAbstract":"<p>Groundwater is the major source of water in Linn County and the surrounding area. Approximately 90 percent of the groundwater production is from Silurian, Devonian, and Quaternary aquifers.</p>\n<p>The Silurian and Devonian aquifers consist of limestone and dolomite with minor shale beds, which have a regional dip to the southwest of approximately 20 feet per mile. The Silurian aquifer in east-central Iowa is confined from below by Upper Ordovician, Maquoketa Formation shales, and from above by the Kenwood Member of the Wapsipinicon Formation and the Otis and Bertram formations. The Quaternary aquifer consists of unconsolidated sand and gravel beds in the glacial drift, and in the alluvium which is associated with modern streams. The alluvium consists of lenticular beds of poorly-to well-sorted silt, sand, and gravel. The sand and gravel beds are interlayered with relatively-impermeable beds of till, silt, and clay.</p>\n<p>Water moves through the Silurian aquifer in part due to a complex distribution of porous and dense carbonate facies. Horizons containing skeletal molds in the Silurian dolomite have porosities as much as 39 percent, and are laterally equivalent to dolomites with porosities as little as less than one percent. Because of subsequent fracturing and solutional enlargement of these porous horizons, hydrologic correlation of the primary water-yielding zones is not always possible. One horizon, however, does occur approximately 70 to 105 feet above the base of the Silurian, and is the most consistently productive water-yielding unit in the area. This horizon is Informally referred to as the Farmers Creek aquifer.</p>\n<p>The potentiometric surface of the Silurian aquifer has a gradient towards the Cedar River, indicating discharge from the aquifer through the alluvium into the river. By comparison, the potentiometric surface of the overlying Devonian aquifer is equal to that of the Silurian and may range to more than 40 feet higher. Yields to individual wells completed in the Silurian and Devonian carbonate aquifers vary from less than 10 to about 500 gallons per minute. Individual wells completed in the Quaternary aquifer yield as much as 2,000 gallons per minute.</p>\n<p>Water analyses from the Devonian and Silurian aquifers indicate that they are of similar chemical quality at most locations in the study area. However, they may commonly contain concentrations of sulfate that exceed 1,000 mil grams per liter. Dissolved-solids concentrations as much as 2,350 milligrams per liter occur in the Silurian aquifer in the western and southwestern part of the study area. Water from the Quaternary aquifer generally is suitable for most uses and dissolved-solids concentrations generally are less than 750 milligrams per liter.</p>","language":"English","publisher":"State of Iowa","publisherLocation":"Des Moines, IA","usgsCitation":"Wahl, K., and Bunker, B.J., 1986, Hydrology of carbonate aquifers in southwestern Linn County and adjacent parts of Benton, Iowa, and Johnson Counties, Iowa: Water Supply Bulletin 15, ix, 56 p.","productDescription":"ix, 56 p.","numberOfPages":"63","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":493181,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70174099/IGS_wsb_15.pdf","text":"Report","size":"4.01 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":324479,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Iowa","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -91.9281005859375,\n              41.79384042311992\n            ],\n            [\n              -91.9281005859375,\n              42.25088477477569\n            ],\n            [\n              -91.45294189453125,\n              42.25088477477569\n            ],\n            [\n              -91.45294189453125,\n              41.79384042311992\n            ],\n            [\n              -91.9281005859375,\n              41.79384042311992\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57724e31e4b07657d1a8199b","contributors":{"authors":[{"text":"Wahl, Kenneth","contributorId":172488,"corporation":false,"usgs":false,"family":"Wahl","given":"Kenneth","affiliations":[],"preferred":false,"id":640900,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bunker, Bill J.","contributorId":172487,"corporation":false,"usgs":false,"family":"Bunker","given":"Bill","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":640901,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70207634,"text":"70207634 - 1986 - Rock-water interaction in ash-flow tuffs (Yucca Mountain, Nevada, USA)- The record from uranium studies","interactions":[],"lastModifiedDate":"2020-06-04T14:34:09.362526","indexId":"70207634","displayToPublicDate":"1986-12-31T12:20:42","publicationYear":"1986","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3668,"text":"Uranium","active":true,"publicationSubtype":{"id":10}},"title":"Rock-water interaction in ash-flow tuffs (Yucca Mountain, Nevada, USA)- The record from uranium studies","docAbstract":"<p><span>Forty-eight core samples of ash-flow tuffs from Yucca Mountain, NV, were selected for comparative analysis by uranium-based methods to estimate past interaction with oxidizing water. Results aid in the selection of hydrologically isolated host rocks for radioactive waste disposal. U abundances were consistently more variable than thorium in whole rocks, suggesting some selective redistribution of U. Dissolved U correlates most strongly with dissolved manganese, indicating a predominant association of U with manganese oxides.</span></p>","language":"English","publisher":"Elsevier","usgsCitation":"Zielinski, R.A., Bush, C.A., Spengler, R., and Szabo, B.J., 1986, Rock-water interaction in ash-flow tuffs (Yucca Mountain, Nevada, USA)- The record from uranium studies: Uranium, v. 2, no. 4, p. 361-386.","productDescription":"26 p.","startPage":"361","endPage":"386","costCenters":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true},{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true}],"links":[{"id":370902,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Nevada","otherGeospatial":"Yucca Mountains","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.51550292968749,\n              35.98689628443789\n            ],\n            [\n              -113.7469482421875,\n              35.98689628443789\n            ],\n            [\n              -113.7469482421875,\n              37.36579146999664\n            ],\n            [\n              -116.51550292968749,\n              37.36579146999664\n            ],\n            [\n              -116.51550292968749,\n              35.98689628443789\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"2","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Zielinski, Robert A. 0000-0002-4047-5129 rzielinski@usgs.gov","orcid":"https://orcid.org/0000-0002-4047-5129","contributorId":1593,"corporation":false,"usgs":true,"family":"Zielinski","given":"Robert","email":"rzielinski@usgs.gov","middleInitial":"A.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":778686,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bush, Charles A. cbush@usgs.gov","contributorId":1258,"corporation":false,"usgs":true,"family":"Bush","given":"Charles","email":"cbush@usgs.gov","middleInitial":"A.","affiliations":[{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true}],"preferred":true,"id":778687,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Spengler, R.W.","contributorId":7281,"corporation":false,"usgs":true,"family":"Spengler","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":778688,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Szabo, Barney J.","contributorId":6848,"corporation":false,"usgs":true,"family":"Szabo","given":"Barney","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":778689,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70014716,"text":"70014716 - 1986 - Effects of pentachlorophenol on methanogenic fermentation of phenol","interactions":[],"lastModifiedDate":"2022-12-02T17:31:40.262057","indexId":"70014716","displayToPublicDate":"1986-12-01T00:00:00","publicationYear":"1986","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":"Effects of pentachlorophenol on methanogenic fermentation of phenol","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"Springer","doi":"10.1007/BF01623507","usgsCitation":"Godsy, E.M., Goerlitz, D., and Ehrlich, G.G., 1986, Effects of pentachlorophenol on methanogenic fermentation of phenol: Bulletin of Environmental Contamination and Toxicology, v. 36, no. 1, p. 271-277, https://doi.org/10.1007/BF01623507.","productDescription":"7 p.","startPage":"271","endPage":"277","numberOfPages":"7","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":225725,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"36","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a077be4b0c8380cd51703","contributors":{"authors":[{"text":"Godsy, E. Michael","contributorId":45842,"corporation":false,"usgs":true,"family":"Godsy","given":"E.","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":779745,"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":369117,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ehrlich, G. G.","contributorId":89126,"corporation":false,"usgs":true,"family":"Ehrlich","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":369119,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70186157,"text":"70186157 - 1986 - Preconcentration of trace elements from aqueous solutions by osmosis","interactions":[],"lastModifiedDate":"2020-03-05T20:01:50","indexId":"70186157","displayToPublicDate":"1986-12-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":761,"text":"Analytical Chemistry","active":true,"publicationSubtype":{"id":10}},"title":"Preconcentration of trace elements from aqueous solutions by osmosis","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"American Chemical Society ","doi":"10.1021/ac00127a070","usgsCitation":"Stec, R., Koirtyohann, S.R., and Taylor, H., 1986, Preconcentration of trace elements from aqueous solutions by osmosis: Analytical Chemistry, v. 58, no. 14, p. 3240-3242, https://doi.org/10.1021/ac00127a070.","productDescription":"3 p. ","startPage":"3240","endPage":"3242","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338801,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"58","issue":"14","noUsgsAuthors":false,"publicationDate":"2002-05-01","publicationStatus":"PW","scienceBaseUri":"58de1953e4b02ff32c699cc9","contributors":{"authors":[{"text":"Stec, R.J.","contributorId":190180,"corporation":false,"usgs":false,"family":"Stec","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":687697,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Koirtyohann, S. R.","contributorId":44287,"corporation":false,"usgs":true,"family":"Koirtyohann","given":"S.","middleInitial":"R.","affiliations":[],"preferred":false,"id":687698,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Taylor, H.D.","contributorId":190181,"corporation":false,"usgs":false,"family":"Taylor","given":"H.D.","email":"","affiliations":[],"preferred":false,"id":687699,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70175214,"text":"70175214 - 1986 - Formation of methane and carbon dioxide from dimethylselenide in anoxic sediments and by a methanogenic bacterium","interactions":[],"lastModifiedDate":"2023-01-26T18:06:59.001843","indexId":"70175214","displayToPublicDate":"1986-11-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":850,"text":"Applied and Environmental Microbiology","active":true,"publicationSubtype":{"id":10}},"title":"Formation of methane and carbon dioxide from dimethylselenide in anoxic sediments and by a methanogenic bacterium","docAbstract":"<p><span>Anaerobic San Francisco Bay salt marsh sediments rapidly metabolized [</span><sup>14</sup><span>C]dimethylselenide (DMSe) to&nbsp;</span><sup>14</sup><span>CH</span><sub>4</sub><span>&nbsp;and&nbsp;</span><sup>14</sup><span>CO</span><sub>2</sub><span>. Addition of selective inhibitors (2-bromoethanesulfonic acid or molybdate) to these sediments indicated that both methanogenic and sulfate-respiring bacteria could degrade DMSe to gaseous products. However, sediments taken from the selenium-contaminated Kesterson Wildlife Refuge produced only&nbsp;</span><sup>14</sup><span>CO</span><sub>2</sub><span>&nbsp;from [</span><sup>14</sup><span>C]DMSe, implying that methanogens were not important in the Kesterson samples. A pure culture of a dimethylsulfide (DMS)-grown methylotrophic methanogen converted [</span><sup>14</sup><span>C]DMSe to&nbsp;</span><sup>14</sup><span>CH</span><sub>4</sub><span>&nbsp;and</span><sup>14</sup><span>CO</span><sub>2</sub><span>. However, the organism could not grow on DMSe. Addition of DMS to either sediments or the pure culture retarded the metabolism of DMSe. This effect appeared to be caused by competitive inhibition, thereby indicating a common enzyme system for DMS and DMSe metabolism. DMSe appears to be degraded as part of the DMS pool present in anoxic environments. These results suggest that methylotrophic methanogens may demethylate methylated forms of other metals and metalloids found in nature.</span></p>","language":"English","publisher":"American Society for Microbiology","doi":"10.1128/aem.52.5.1031-1036.1986","usgsCitation":"Oremland, R.S., and Zehr, J.P., 1986, Formation of methane and carbon dioxide from dimethylselenide in anoxic sediments and by a methanogenic bacterium: Applied and Environmental Microbiology, v. 52, no. 5, p. 1031-1036, https://doi.org/10.1128/aem.52.5.1031-1036.1986.","productDescription":"6 p.","startPage":"1031","endPage":"1036","onlineOnly":"N","additionalOnlineFiles":"N","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":480125,"rank":2,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1128/aem.52.5.1031-1036.1986","text":"Publisher Index Page"},{"id":325972,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -122.5183140292261,\n              37.8295786034801\n            ],\n            [\n              -122.49359479094507,\n              37.760126555701305\n            ],\n            [\n              -122.41669049406985,\n              37.77532476984072\n            ],\n            [\n              -122.40570416594505,\n              37.731893014963944\n            ],\n            [\n              -122.43042340422608,\n              37.61667561726212\n            ],\n            [\n              -122.3068272128199,\n              37.54920141564425\n            ],\n            [\n              -122.23816266203869,\n              37.47730686076508\n            ],\n            [\n              -122.14752545500755,\n              37.462047598615285\n            ],\n            [\n              -122.11731305266363,\n              37.40752481071222\n            ],\n            [\n              -121.98273053313231,\n              37.392251313541635\n            ],\n            [\n              -121.90033307219485,\n              37.455506961327416\n            ],\n            [\n              -122.02667584563248,\n              37.51435209873242\n            ],\n            [\n              -122.0651279940701,\n              37.59926877498913\n            ],\n            [\n              -122.11181988860105,\n              37.627552824870605\n            ],\n            [\n              -122.13928570891387,\n              37.70147561964424\n            ],\n            [\n              -122.27112164641373,\n              37.81656131813628\n            ],\n            [\n              -122.2876011386011,\n              37.91196807962626\n            ],\n            [\n              -122.36175885344487,\n              37.95529394664449\n            ],\n            [\n              -122.21344342375731,\n              38.039705918073054\n            ],\n            [\n              -122.28210797453886,\n              38.26648565352335\n            ],\n            [\n              -122.51282086516387,\n              38.14130402181155\n            ],\n            [\n              -122.54028668547636,\n              37.914134979411244\n            ],\n            [\n              -122.5183140292261,\n              37.8295786034801\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"52","issue":"5","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57a1c42fe4b006cb45552c16","contributors":{"authors":[{"text":"Oremland, Ronald S. 0000-0001-7382-0147 roremlan@usgs.gov","orcid":"https://orcid.org/0000-0001-7382-0147","contributorId":931,"corporation":false,"usgs":true,"family":"Oremland","given":"Ronald","email":"roremlan@usgs.gov","middleInitial":"S.","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":644355,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zehr, Jon P.","contributorId":172749,"corporation":false,"usgs":false,"family":"Zehr","given":"Jon","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":644356,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70185548,"text":"70185548 - 1986 - Chemical qualities of water that contribute to human health in a positive way","interactions":[],"lastModifiedDate":"2020-01-18T11:43:21","indexId":"70185548","displayToPublicDate":"1986-10-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":5331,"text":"Science of Total Environment","active":true,"publicationSubtype":{"id":10}},"title":"Chemical qualities of water that contribute to human health in a positive way","docAbstract":"<p>The emphasis on harmful substances that may occur in potable waters has almost obscured the fact that important beneficial constituents are commonly present.</p><p>The chemical substances in water that make positive contributions to human health act mainly in two ways: (i) nutritionally, by supplying essential macro and micro elements that the diet (excluding water) may not provide in adequate amounts (for example, Mg, I and Zn); and (ii) by providing macro and micro elements that inhibit the absorption and/or effects of toxic elements such as Hg, Pb and Cd. Specific examples of these beneficial effects will be given, also examples of harmful effects on health that may result from excessive intake of these ordinarily beneficial elements.</p><p>Because concentrations of the essential macro and micro elements that occur in natural, potable waters vary greatly, depending upon their source, geographic considerations are very important in any studies attempting to relate water quality to health. In this context, the inverse relationship between hard water and cardiovascular disease will be discussed. Specific data relating hardness and Mg and Ca content of potable waters to specific geographic regions of the U.S.A. will be presented. These data show a strong positive correlation between low Mg content and decreased longevity, and between high Ca and Mg content and increased longevity. In the regions considered, increased longevity correlates strongly with decreased cardiovascular mortality, and the decreased longevity with increased cardiovascular mortality.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0048-9697(86)90266-4","usgsCitation":"Hopps, H.C., 1986, Chemical qualities of water that contribute to human health in a positive way: Science of Total Environment, v. 54, p. 207-216, https://doi.org/10.1016/0048-9697(86)90266-4.","productDescription":"10 p. ","startPage":"207","endPage":"216","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338197,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"54","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58d4df18e4b05ec79911d1fd","contributors":{"authors":[{"text":"Hopps, Howard C.","contributorId":189752,"corporation":false,"usgs":false,"family":"Hopps","given":"Howard","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":685933,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70185549,"text":"70185549 - 1986 - A new formula for the analytical solution of the radial dispersion problem","interactions":[],"lastModifiedDate":"2020-01-18T12:05:34","indexId":"70185549","displayToPublicDate":"1986-10-01T00:00:00","publicationYear":"1986","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":"A new formula for the analytical solution of the radial dispersion problem","docAbstract":"<p><span>A new formula is presented for the analytical solution of the radial dispersion problem, which analyzes the dispersive transport of a tracer in radial flow from a recharge well. This formula is simpler than a solution presented by previous investigators, but the two solutions are shown to be equivalent. Because the analytical solution consists of an integral of an oscillatory function, it is evaluated as an alternating series, the terms of which are the integrals over successive half cycles of the integrand. An efficient algorithm is used to accelerate convergence of the series. The accuracies of previous solutions obtained by finite difference, numerical Laplace transform, and perturbation methods are examined by comparison with the analytical solution. Numerical values of the solution are tabulated for readers interested in checking the accuracies of solute transport codes.</span></p>","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR022i011p01597","usgsCitation":"Hsieh, P.A., 1986, A new formula for the analytical solution of the radial dispersion problem: Water Resources Research, v. 22, no. 11, p. 1597-1605, https://doi.org/10.1029/WR022i011p01597.","productDescription":"9 p. ","startPage":"1597","endPage":"1605","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338198,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"22","issue":"11","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","scienceBaseUri":"58d4df18e4b05ec79911d1fb","contributors":{"authors":[{"text":"Hsieh, Paul A. 0000-0003-4873-4874 pahsieh@usgs.gov","orcid":"https://orcid.org/0000-0003-4873-4874","contributorId":1634,"corporation":false,"usgs":true,"family":"Hsieh","given":"Paul","email":"pahsieh@usgs.gov","middleInitial":"A.","affiliations":[{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true},{"id":39113,"text":"WMA - Office of Quality Assurance","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":true,"id":685934,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70121359,"text":"70121359 - 1986 - Introduction to stream network habitat analysis","interactions":[],"lastModifiedDate":"2014-08-21T10:06:08","indexId":"70121359","displayToPublicDate":"1986-09-01T09:52:46","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"seriesNumber":"Biological Report 86(8)","title":"Introduction to stream network habitat analysis","docAbstract":"<p>Increasing demands on stream resources by a variety of users have resulted in an increased emphasis on studies that evaluate the cumulative effects of basinwide water management programs.  Network habitat analysis refers to the evaluation of an entire river basin (or network) by predicting its habitat response to alternative management regimes.  The analysis principally focuses on the biological and hydrological components of the riv er basin, which include both micro- and macrohabitat.  (The terms micro- and macrohabitat are further defined and discussed later in this document.)  Both conceptual and analytic models are frequently used for simplifying and integrating the various components of the basin.  The model predictions can be used in developing management recommendations to preserve, restore, or enhance instream fish habitat.</p>\n<br/>\n<p>A network habitat analysis should begin with a clear and concise statement of the study objectives and a thorough understanding of the institutional setting in which the study results will be applied.  This includes the legal, social, and political considerations inherent in any water management setting.  The institutional environment may dictate the focus and level of detail required of the study to a far greater extent than the technical considerations.  After the study objectives, including species on interest, and institutional setting are collectively defined, the technical aspects should be scoped to determine the spatial and temporal requirements of the analysis.  A macro level approach should be taken first to identify critical biological elements and requirements.  Next, habitat availability is quantified much as in a \"standard\" river segment analysis, with the likely incorporation of some macrohabitat components, such as stream temperature.  Individual river segments may be aggregated to represent the networkwide habitat response of alternative water management schemes.  Things learned about problems caused or opportunities generated may be fed back to the design of new alternatives, which themselves may be similarly tested.  One may get as sophisticated an analysis as the decisionmaking process demands.</p>\n<br/>\n<p>Figure 1 shows a decision point that asks whether the results from the micro- or macrohabitat models display cumulative or synergistic effects.  If they do, then network habitat analysis is the appropriate tool.  We are left, however, in a difficult bind.  We may not know a priori whether the effects are cumulative or synergistic unless some network-type questions are investigated as part of the scoping process.  The next several sections raise issues designed to alert the modeler to relevant questions necessary to address this paradox.</p>","language":"English","publisher":"National Ecology Center","publisherLocation":"Washington, D.C.","usgsCitation":"Bartholow, J.M., and Waddle, T.J., 1986, Introduction to stream network habitat analysis, ix, 242 p.","productDescription":"ix, 242 p.","numberOfPages":"251","costCenters":[],"links":[{"id":292742,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53f707dee4b05ec1f2431bef","contributors":{"authors":[{"text":"Bartholow, John M.","contributorId":77598,"corporation":false,"usgs":true,"family":"Bartholow","given":"John","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":498974,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddle, Terry J.","contributorId":43430,"corporation":false,"usgs":true,"family":"Waddle","given":"Terry","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":498973,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70171504,"text":"70171504 - 1986 - Role of blanket deposits on the hydrology and water chemistry of the limestone water-table aquifer within the north coast of Puerto Rico through interpretation of geochemical data","interactions":[],"lastModifiedDate":"2016-06-01T16:41:03","indexId":"70171504","displayToPublicDate":"1986-08-01T07:45:00","publicationYear":"1986","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Role of blanket deposits on the hydrology and water chemistry of the limestone water-table aquifer within the north coast of Puerto Rico through interpretation of geochemical data","largerWorkType":{"id":24,"text":"Conference Paper"},"largerWorkTitle":"Proceedings of the Third Caribbean Islands Water-Resources Congress","largerWorkSubtype":{"id":19,"text":"Conference Paper"},"conferenceTitle":"Third Caribbean Islands Water-Resources Congress","conferenceDate":"22-23 July 1986","conferenceLocation":"St. Thomas, U.S. Virgin Islands","language":"English","publisher":"Puerto Rico Water Resources Association","publisherLocation":"San Juan, P.R.","usgsCitation":"Roman-Mas, A., 1986, Role of blanket deposits on the hydrology and water chemistry of the limestone water-table aquifer within the north coast of Puerto Rico through interpretation of geochemical data, <i>in</i> Proceedings of the Third Caribbean Islands Water-Resources Congress, St. Thomas, U.S. Virgin Islands, 22-23 July 1986.","productDescription":"1 p.","startPage":"33","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"links":[{"id":322063,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57500772e4b0ee97d51bb728","contributors":{"editors":[{"text":"Quinones, Ferdinand","contributorId":44138,"corporation":false,"usgs":true,"family":"Quinones","given":"Ferdinand","email":"","affiliations":[],"preferred":false,"id":631354,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Sanchez, A.V.","contributorId":94731,"corporation":false,"usgs":true,"family":"Sanchez","given":"A.V.","email":"","affiliations":[],"preferred":false,"id":631355,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Smith, H.","contributorId":48583,"corporation":false,"usgs":true,"family":"Smith","given":"H.","affiliations":[],"preferred":false,"id":631356,"contributorType":{"id":2,"text":"Editors"},"rank":3}],"authors":[{"text":"Roman-Mas, Angel","contributorId":59816,"corporation":false,"usgs":true,"family":"Roman-Mas","given":"Angel","email":"","affiliations":[],"preferred":false,"id":631352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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