{"pageNumber":"1560","pageRowStart":"38975","pageSize":"25","recordCount":46670,"records":[{"id":26394,"text":"wri844318 - 1985 - The hydrologic bench-mark program; a standard to evaluate time-series trends in selected water-quality constituents for streams in Georgia","interactions":[],"lastModifiedDate":"2017-01-24T10:13:42","indexId":"wri844318","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4318","title":"The hydrologic bench-mark program; a standard to evaluate time-series trends in selected water-quality constituents for streams in Georgia","docAbstract":"Significant temporal trends in monthly pH, specific conductance, total alkalinity, hardness, total nitrite-plus-nitrite nitrogen, and total phosphorus measurements at five stream sites in Georgia were identified using a rank correlation technique, the seasonal Kendall test and slope estimator. These sites include a U.S. Geological Survey Hydrologic Bench-Mark site, Falling Creek near Juliette, and four periodic water-quality monitoring sites. Comparison of raw data trends with streamflow-residual trends and, where applicable, with chemical-discharge trends (instantaneous fluxes) shws that some of these trends are responses to factors other than changing streamflow. Percentages of forested, agricultural, and urban cover with each basin did not change much during the periods of water-quality record, and therefore these non-flow-related trends are not obviously related to changes in land cover or land use. Flow-residual water-quality trends at the Hydrologic Bench-Mark site and at the Chattooga River site probably indicate basin reponses to changes in the chemical quality of atmospheric deposition. These two basins are predominantly forested and have received little recent human use. Observed trends at the other three sites probably indicate basin responses to various land uses and water uses associated with agricultural and urban land or to changes in specific uses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844318","usgsCitation":"Buell, G.R., and Grams, S., 1985, The hydrologic bench-mark program; a standard to evaluate time-series trends in selected water-quality constituents for streams in Georgia: U.S. Geological Survey Water-Resources Investigations Report 84-4318, v, 36 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844318.","productDescription":"v, 36 p. :ill., map ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":157852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4318/report-thumb.jpg"},{"id":55187,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4318/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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R.","contributorId":57103,"corporation":false,"usgs":true,"family":"Buell","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196314,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grams, S.C.","contributorId":31432,"corporation":false,"usgs":true,"family":"Grams","given":"S.C.","email":"","affiliations":[],"preferred":false,"id":196313,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28194,"text":"wri834241 - 1985 - Survey of Fena Reservoir, Island of Guam: Limnological reconnaissance","interactions":[],"lastModifiedDate":"2022-12-16T19:33:49.068075","indexId":"wri834241","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"83-4241","title":"Survey of Fena Reservoir, Island of Guam: Limnological reconnaissance","docAbstract":"<p>During the limnological reconnaissance of Fena Reservoir, samples of the water columns and bottom sediment were obtained and analyzed at five locations within the reservoir. Major ion analyses of filtered surface water indicated that calcium and bicarbonate are the dominant cation and anion in the reservoir. Thermal stratification was recorded at all five locations. Temperature data indicated a distinct hypolimnion at three of the sampling locations below a depth of 8 meters. Vertical profiles of pH exhibited changes with depth as did conductivity. Marked clinograde distributions of dissolved osygen were evident at all but the shallowest locations. Inverse clinograde distributions of total phosphorus, dissolved nitrate plus nitrite and dissolved ammonia were observed at the two deepest stations. Total organic carbon had no distinct profile and had an average concentration of 13.8 milligrams per liter. Data are also provided for nutrient analysis of the sediment.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834241","usgsCitation":"LaBaugh, J.W., 1985, Survey of Fena Reservoir, Island of Guam: Limnological reconnaissance: U.S. Geological Survey Water-Resources Investigations Report 83-4241, iii, 17 p., https://doi.org/10.3133/wri834241.","productDescription":"iii, 17 p.","costCenters":[],"links":[{"id":57032,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4241/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159166,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4241/report-thumb.jpg"},{"id":410641,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35878.htm","linkFileType":{"id":5,"text":"html"}}],"otherGeospatial":"Fena Reservoir, Guam","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              144.7556170106963,\n              13.402869576401343\n            ],\n            [\n              144.7556170106963,\n              13.2781588435151\n            ],\n            [\n              144.79727202845658,\n              13.2781588435151\n            ],\n            [\n              144.79727202845658,\n              13.402869576401343\n            ],\n            [\n              144.7556170106963,\n              13.402869576401343\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688823","contributors":{"authors":[{"text":"LaBaugh, J. W.","contributorId":23484,"corporation":false,"usgs":true,"family":"LaBaugh","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199373,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26288,"text":"wri854050 - 1985 - Traveltime, longitudinal-dispersion, reaeration, and basin characteristics of the White River, Colorado and Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri854050","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4050","title":"Traveltime, longitudinal-dispersion, reaeration, and basin characteristics of the White River, Colorado and Utah","docAbstract":"Traveltime and longitudinal-dispersion characteristics were measured for the White River using dye tracers. Discharges ranged from 281 to 1,840 cubic feet per second and velocities ranged from 1.26 to 3.17 miles per hour. Traveltimes were determined for discharges other than measured discharges by a graphical method and a linear-regression method. Longitudinal-dispersion coefficients ranged from 284 square feet per second at a discharge of 539 cubic feet per second to 5,430 square feet per second at a discharge of 1,580 cubic feet per second. Reaeration was measured in four reaches of the White River during a medium-flow period in August 1982. Reaeration coefficients at 20 degrees Celsius ranged from 5.3 to 25.3 per day. The results of a comparison with measured reaeration coefficients and reaeration coefficients predicted using empirical equations showed that the most accurate equations were by Bennett and Rathbun (1972) and Isaacs and Gaudy (1968). Basin characteristics were computed using U.S. Geological Survey topographic maps, precipitation data from the National Weather Service, and aerial photographs taken on September 11, 1981. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854050","usgsCitation":"Boyle, J.M., and Spahr, N., 1985, Traveltime, longitudinal-dispersion, reaeration, and basin characteristics of the White River, Colorado and Utah: U.S. Geological Survey Water-Resources Investigations Report 85-4050, v, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854050.","productDescription":"v, 54 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":156699,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4050/report-thumb.jpg"},{"id":55096,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4050/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697dd1","contributors":{"authors":[{"text":"Boyle, J. M.","contributorId":46567,"corporation":false,"usgs":true,"family":"Boyle","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196121,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spahr, N.E.","contributorId":79476,"corporation":false,"usgs":true,"family":"Spahr","given":"N.E.","email":"","affiliations":[],"preferred":false,"id":196122,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26455,"text":"wri844240 - 1985 - Estimating average base flow at low-flow partial-record stations on the south shore of Long Island, New York","interactions":[],"lastModifiedDate":"2013-01-22T14:39:07","indexId":"wri844240","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4240","title":"Estimating average base flow at low-flow partial-record stations on the south shore of Long Island, New York","docAbstract":"Base flows of the 29 major streams in southeast Nassau and southwest Suffolk Counties, New York, were statistically analyzed to discern the correlation among flows of adjacent streams. Concurrent base-flow data from a partial-record and a nearby continuous-record station were related; the data were from 1968-75, a period near hydrologic equilibrium on Long Island. The average base flow at each partial-record station was estimated from a regression equation and average measured base flow for the period at the continuous-record stations. Regression analyses are presented for the 20 streams with partial-record stations. Average base flow of the nine streams with a continuous record totaled 90 cu ft/sec; the predicted average base flow for the 20 streams with a partial record was 73 cu ft/sec (with a 95% confidence interval of 63 to 84 cu ft/sec.) Results indicate that this method provides reliable estimates of average low flow for streams such as those on Long Island, which consist mostly of base flow and are geomorphically similar. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844240","usgsCitation":"Buxton, H., 1985, Estimating average base flow at low-flow partial-record stations on the south shore of Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 84-4240, iv, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844240.","productDescription":"iv, 32 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_84_4240.jpg"},{"id":266237,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4240/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc9bf","contributors":{"authors":[{"text":"Buxton, H. T.","contributorId":67873,"corporation":false,"usgs":true,"family":"Buxton","given":"H. T.","affiliations":[],"preferred":false,"id":196422,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30186,"text":"wri844358 - 1985 - Techniques for estimating flood peak discharges for unregulated streams and streams regulated by small floodwater retarding structures in Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri844358","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4358","title":"Techniques for estimating flood peak discharges for unregulated streams and streams regulated by small floodwater retarding structures in Oklahoma","docAbstract":"Statewide regression relations for Oklahoma were determined for estimating peak discharge of floods for selected recurrence intervals from 2 to 500 years. The independent variables required for estimating flood discharge for rural streams are contributing drainage area and mean annual precipitation. Main-channel slope, a variable used in previous reports, was found to contribute very little to the accuracy of the relations and was not used. The regression equations are applicable for watersheds with drainage areas less than 2,500 square miles that are not significantly affected by regulation from manmade works. These relations are presented in graphical form for easy application.\r\nLimitations on the use of the regression relations and the reliability of regression estimates for rural unregulated streams are discussed. Basin and climatic characteristics, log-Pearson Type III statistics and the flood-frequency relations for 226 gaging stations in Oklahoma and adjacent states are presented.\r\n\r\nRegression relations are investigated for estimating flood magnitude and frequency for watersheds affected by regulation from small FRS (floodwater retarding structures) built by the U.S. Soil Conservation Service in their watershed protection and flood prevention program. Gaging-station data from nine FRS regulated sites in Oklahoma and one FRS regulated site in Kansas are used. For sites regulated by FRS, an adjustment of the statewide rural regression relations can be used to estimate flood magnitude and frequency. The statewide regression equations are used by substituting the drainage area below the FRS, or drainage area that represents the percent of the basin unregulated, in the contributing drainage area parameter to obtain flood-frequency estimates. Flood-frequency curves and flow-duration curves are presented for five gaged sites to illustrate the effects of FRS regulation on peak discharge.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844358","usgsCitation":"Tortorelli, R.L., and Bergman, D.L., 1985, Techniques for estimating flood peak discharges for unregulated streams and streams regulated by small floodwater retarding structures in Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 84-4358, vii, 85 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844358.","productDescription":"vii, 85 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4358/report-thumb.jpg"},{"id":58983,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4358/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685e0e","contributors":{"authors":[{"text":"Tortorelli, R. L.","contributorId":105755,"corporation":false,"usgs":true,"family":"Tortorelli","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202827,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bergman, D. L.","contributorId":93038,"corporation":false,"usgs":true,"family":"Bergman","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202826,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29529,"text":"wri854279 - 1985 - A two-constituent solute-transport model for ground water having variable density","interactions":[],"lastModifiedDate":"2018-02-21T15:33:42","indexId":"wri854279","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4279","title":"A two-constituent solute-transport model for ground water having variable density","docAbstract":"A numerical model has been developed to simulate solute transport and dispersion of either one or two constituents in groundwater where there is two-dimensional, density-dependent flow. The model is a modified version of the one documented by Konikow and Bredehoeft (1978), which uses finite-difference methods and the method of characteristics to solve the flow and transport equations. The model was tested on an idealized seawater intrusion problem for which an analytical solution has been developed. The results were nearly identical to those of other numerical models tested on the same problem. A description of the formats for the input data, a sample of input and output for a two-constituent example problem, and a listing of the Fortran program are presented. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854279","usgsCitation":"Sanford, W., and Konikow, L.F., 1985, A two-constituent solute-transport model for ground water having variable density: U.S. Geological Survey Water-Resources Investigations Report 85-4279, v, 88 p. :ill. ;28 cm., https://doi.org/10.3133/wri854279.","productDescription":"v, 88 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":58367,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4279/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123479,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4279/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a54d8","contributors":{"authors":[{"text":"Sanford, W. E. 0000-0002-6624-0280","orcid":"https://orcid.org/0000-0002-6624-0280","contributorId":102112,"corporation":false,"usgs":true,"family":"Sanford","given":"W. E.","affiliations":[],"preferred":false,"id":201668,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Konikow, Leonard F. 0000-0002-0940-3856 lkonikow@usgs.gov","orcid":"https://orcid.org/0000-0002-0940-3856","contributorId":158,"corporation":false,"usgs":true,"family":"Konikow","given":"Leonard","email":"lkonikow@usgs.gov","middleInitial":"F.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":201667,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29198,"text":"wri854220 - 1985 - Dissolved constituents including selenium in waters in the vicinity of Kesterson National Wildlife Refuge and the west grassland, Fresno and Merced Counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri854220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4220","title":"Dissolved constituents including selenium in waters in the vicinity of Kesterson National Wildlife Refuge and the west grassland, Fresno and Merced Counties, California","docAbstract":"Analyses were made for dissolved constituents including selenium (Se) in waters associated with subsurface agricultural drainage from the western San Joaquin Valley of California. In the vicinity of Kesterson National Wildlife Refuge and the Grassland wetlands area Se was found to be mobilized in water. As a consequence of this mobility and bioaccumulation in the aquatic food chain, Se occurred in waterfowl at levels toxic enough to cause deformities and deaths. Se concentrations in sumps that collect subsurface agricultural drainage water and inflows to drains sampled, ultimately leading into Kesterson National Wildlife Refuge and the Grassland, ranged from 84 to 4200 microgram/L (ug/L) Se. Levels of Se were reduced in the San Luis Drain flowing into Kesterson National Wildlife Refute to approximately 300 ug/L Se and in three of the drains sampled flowing into the Grassland to approximately 50 ug/L Se. Serious effects on water fowl habitat were caused by both these levels. Se contents of algal mats and salt crusts from evaporation ponds of the San Luis Drain contained up to parts per million Se. Total ecosystem assessment of Se may be necessary for the evaluation of the toxicity of Se to the environment. No other trace element reported exceeded the various criteria for water at the level of magnitude of Se. Other dissolved constituents and the isotopic ratios of oxygen and hydrogen were analyzed to elucidate water types, reaction states of the aqueous solution with respect to minerals, and the origin of mixed waters. These data will be used later to evaluate the geologic source of Se. Methods used for collection and analysis are described and documented. Hydrologic effects were found to be complex. Preliminary indications from wells are also given. A historical sequence is adhered to and other data from the study area which serve as a guide to the toxicity of Se are included. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854220","usgsCitation":"Presser, T.S., and Barnes, I., 1985, Dissolved constituents including selenium in waters in the vicinity of Kesterson National Wildlife Refuge and the west grassland, Fresno and Merced Counties, California: U.S. Geological Survey Water-Resources Investigations Report 85-4220, vi, 73 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854220.","productDescription":"vi, 73 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123319,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4220/report-thumb.jpg"},{"id":58059,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4220/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a281","contributors":{"authors":[{"text":"Presser, T. S.","contributorId":93875,"corporation":false,"usgs":true,"family":"Presser","given":"T.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":201130,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, Ivan","contributorId":56619,"corporation":false,"usgs":true,"family":"Barnes","given":"Ivan","email":"","affiliations":[],"preferred":false,"id":201129,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48920,"text":"ofr85300A - 1985 - Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska, January 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:10:05","indexId":"ofr85300A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-300","chapter":"A","title":"Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska, January 1985","language":"ENGLISH","doi":"10.3133/ofr85300A","usgsCitation":"Townshend, J.B., Papp, J., Sauter, E., Torrence, L., and Franklin, P., 1985, Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska, January 1985: U.S. Geological Survey Open-File Report 85-300, 22 p. chiefly ill. ; 28 cm., https://doi.org/10.3133/ofr85300A.","productDescription":"22 p. chiefly ill. ; 28 cm.","costCenters":[],"links":[{"id":161961,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0300a/report-thumb.jpg"},{"id":85816,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0300a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db673e1b","contributors":{"authors":[{"text":"Townshend, John B.","contributorId":70383,"corporation":false,"usgs":true,"family":"Townshend","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":238583,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Papp, J.E.","contributorId":95057,"corporation":false,"usgs":true,"family":"Papp","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":238584,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sauter, E.A.","contributorId":51738,"corporation":false,"usgs":true,"family":"Sauter","given":"E.A.","email":"","affiliations":[],"preferred":false,"id":238581,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Torrence, L.Y.","contributorId":62587,"corporation":false,"usgs":true,"family":"Torrence","given":"L.Y.","email":"","affiliations":[],"preferred":false,"id":238582,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Franklin, P.A.","contributorId":100039,"corporation":false,"usgs":true,"family":"Franklin","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":238585,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":47716,"text":"wri854112 - 1985 - Maps of the Bonsall area of the San Luis Rey River valley, San Diego County, California, showing geology, hydrology, and ground-water quality","interactions":[],"lastModifiedDate":"2015-09-24T15:20:56","indexId":"wri854112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4112","title":"Maps of the Bonsall area of the San Luis Rey River valley, San Diego County, California, showing geology, hydrology, and ground-water quality","docAbstract":"<p>In November 1984, 84 wells and 1 spring in the Bonsall area of the San Luis Rey River valley were inventoried by U.S. Geological Survey personnel. Depth to water in 38 wells ranged from 1.3 to 38 ft and 23 wells had depths to water less than 10 feet. Dissolved solids concentration of water from 29 wells and 1 spring sampled in autumn 1983 and spring 1984 ranged from 574 to 2,370 mgs/L. Groundwater with a dissolved solids concentration less than 1,000 mgs/L was generally restricted to the eastern part of the aquifer. The total volume of alluvial fill in the Bonsall area is 113,000 acre-feet; the amount of groundwater storage available in the alluvial aquifer is 18,000 acre-feet. The alluvial aquifer is, in part, surrounded and underlain by colluvium and weathered crystalline rock that add some additional groundwater storage capacity to the system. Data in this report are presented on five maps showing well locations , thickness of alluvial fill, water level contours in November 1983 and hydrographs of selected wells, groundwater quality in spring 1960 and graphs showing changes in dissolved solids concentrations of water from selected wells with time, and groundwater quality in spring 1984. This report is part of a larger cooperative project between the Rainbow Municipal Irrigation District and the U.S. Geological Survey. The purpose of the larger project is to develop an appropriate groundwater management plan for the Bonsall area of the San Luis Rey River valley. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854112","usgsCitation":"Izbicki, J., 1985, Maps of the Bonsall area of the San Luis Rey River valley, San Diego County, California, showing geology, hydrology, and ground-water quality: U.S. Geological Survey Water-Resources Investigations Report 85-4112, 5 Plates: 27.66 x 29.98 inches or smaller, https://doi.org/10.3133/wri854112.","productDescription":"5 Plates: 27.66 x 29.98 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":308562,"rank":301,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-2.pdf","text":"Plate 2","size":"17,543 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":84625,"rank":300,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-1.pdf","text":"Plate 1","size":"16,080 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":169426,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4112/report-thumb.jpg"},{"id":308563,"rank":302,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-3.pdf","text":"Plate 3","size":"16,194 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":308564,"rank":303,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-4.pdf","text":"Plate 4","size":"17,766 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":308565,"rank":304,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-5.pdf","text":"Plate 5","size":"15,405 KB","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"San Diego County","otherGeospatial":"San Luis Rey River Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.32437133789061,\n              33.10879798900969\n            ],\n            [\n              -117.32437133789061,\n              33.415967956844625\n            ],\n            [\n              -116.96113586425781,\n              33.415967956844625\n            ],\n            [\n              -116.96113586425781,\n              33.10879798900969\n            ],\n            [\n              -117.32437133789061,\n              33.10879798900969\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc199","contributors":{"authors":[{"text":"Izbicki, John A. 0000-0003-0816-4408 jaizbick@usgs.gov","orcid":"https://orcid.org/0000-0003-0816-4408","contributorId":1375,"corporation":false,"usgs":true,"family":"Izbicki","given":"John A.","email":"jaizbick@usgs.gov","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":236066,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":41681,"text":"ofr85341 - 1985 - Arsenic, nitrate, iron, and hardness, in ground water, Goldstream Road, Yankovich Road, and Murphy Dome Road areas, (T.1N, R.2W, FM), Fairbanks, Alaska","interactions":[],"lastModifiedDate":"2022-12-01T17:22:57.562505","indexId":"ofr85341","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-341","title":"Arsenic, nitrate, iron, and hardness, in ground water, Goldstream Road, Yankovich Road, and Murphy Dome Road areas, (T.1N, R.2W, FM), Fairbanks, Alaska","docAbstract":"<p>Arsenic, nitrate, iron, and hardness in well water are concerns of homeowners and planners in the Fairbanks North Star Borough, Alaska. Arsenic and nitrate in water may affect human health. Iron and hardness can be aesthetically objectionable, impair plumbing systems, and discolor plumbing fixtures. This report is a compilation of the arsenic, nitrate, iron, and hardness data collected through February 1983 in the Goldstream Road, Murphy Dome Road, and Yankovich-Miller Hill Road areas of Fairbanks. Within these areas, concentrations of arsenic ranged from 0 to 1600 micrograms per liter, nitrate (as nitrogen) ranged from 0 to 78 milligrams per liter, iron ranged from 0 to 46 milligrams per liter, and hardness (as calcium carbonate) ranged from 34 to 1220 milligrams per liter.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85341","usgsCitation":"Hopkins, G.C., and Maxwell, K.F., 1985, Arsenic, nitrate, iron, and hardness, in ground water, Goldstream Road, Yankovich Road, and Murphy Dome Road areas, (T.1N, R.2W, FM), Fairbanks, Alaska: U.S. Geological Survey Open-File Report 85-341, 2 Plates: 19.56 × 28.46 inches and 19.29 × 29.03 inches, https://doi.org/10.3133/ofr85341.","productDescription":"2 Plates: 19.56 × 28.46 inches and 19.29 × 29.03 inches","costCenters":[],"links":[{"id":409926,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_18996.htm","linkFileType":{"id":5,"text":"html"}},{"id":79405,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0341/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79404,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0341/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":135490,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Alaska","city":"Fairbanks","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -148.0469,\n              64.95\n            ],\n            [\n              -148.0469,\n              64.8636\n            ],\n            [\n              -147.8442,\n              64.8636\n            ],\n            [\n              -147.8442,\n              64.95\n            ],\n            [\n              -148.0469,\n              64.95\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db672d00","contributors":{"authors":[{"text":"Hopkins, Gary C.","contributorId":33691,"corporation":false,"usgs":true,"family":"Hopkins","given":"Gary","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":225371,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maxwell, Kevin F.","contributorId":25536,"corporation":false,"usgs":true,"family":"Maxwell","given":"Kevin","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":225370,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":40964,"text":"ofr85679 - 1985 - Potentiometric surface of the upper Floridan Aquifer, west-central Florida, September 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:10:33","indexId":"ofr85679","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-679","title":"Potentiometric surface of the upper Floridan Aquifer, west-central Florida, September 1985","docAbstract":"The potentiometric surface is the level to which water will rise in tightly cased wells that tap the Upper Floridan aquifer. The surface is mapped by determining the altitude of water levels in a network of wells and is represented on maps by contours that connect points of equal altitude. Maps of the potentiometric surface of the Upper Floridan aquifer in west-central Florida are prepared semiannually by the U.S. Geological Survey in cooperation with the Southwest Florida Water Management District. Maps for May and September show, respectively, the potentiometric surfaces of the normally expected annual low and high water level conditions. The potentiometric surface of the Upper Floridan aquifer is shown for September 1985. Most of the water level data were collected during September 9-13. Supplemental data were collected by other agencies and companies. The map represents water level conditions near the end of the summer rainy season when groundwater withdrawals for agricultural use are low. Hence, the potentiometric surface is near its highest level for the year. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/ofr85679","usgsCitation":"Barr, G., 1985, Potentiometric surface of the upper Floridan Aquifer, west-central Florida, September 1985: U.S. Geological Survey Open-File Report 85-679, 1 map :photocopy ;79 x 56 cm., on sheet 92 x 68 cm., https://doi.org/10.3133/ofr85679.","productDescription":"1 map :photocopy ;79 x 56 cm., on sheet 92 x 68 cm.","costCenters":[],"links":[{"id":173599,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":78856,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0679/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682bdb","contributors":{"authors":[{"text":"Barr, G. L.","contributorId":22312,"corporation":false,"usgs":true,"family":"Barr","given":"G. L.","affiliations":[],"preferred":false,"id":224251,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48996,"text":"ofr87306 - 1985 - Digital cartographic data standards; an interim proposed standard","interactions":[],"lastModifiedDate":"2018-10-22T18:27:51","indexId":"ofr87306","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"87-306","title":"Digital cartographic data standards; an interim proposed standard","language":"ENGLISH","doi":"10.3133/ofr87306","usgsCitation":"1985, Digital cartographic data standards; an interim proposed standard: U.S. Geological Survey Open-File Report 87-306, 156 p. ill. ; 28 cm., https://doi.org/10.3133/ofr87306.","productDescription":"156 p. ill. ; 28 cm.","costCenters":[],"links":[{"id":173628,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0306/report-thumb.jpg"},{"id":85876,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0306/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b463a","contributors":{"editors":[{"text":"Moellering, Harold","contributorId":31429,"corporation":false,"usgs":true,"family":"Moellering","given":"Harold","affiliations":[],"preferred":false,"id":749266,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":44459,"text":"wri854284 - 1985 - Water budget and estimated suspended-sediment inflow for Reelfoot Lake, Obion and Lake Counties, Northwestern Tennessee, May 1984-April 1985","interactions":[],"lastModifiedDate":"2019-08-16T09:23:40","indexId":"wri854284","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4284","title":"Water budget and estimated suspended-sediment inflow for Reelfoot Lake, Obion and Lake Counties, Northwestern Tennessee, May 1984-April 1985","docAbstract":"Reelfoot Lake in northwestern Tennessee, with a surface area of 15,500 acres at normal pool elevation, is the largest natural lake in Tennessee. Over the years, the lake has become an important economic, environmental, and recreational resource to the people in the area, and to the State of Tennessee. The natural eutrophic succession rate of the lake has apparently been accelerated by land use practices within the Reelfoot Lake drainage basin during the past several decades. The potential loss of Reelfoot Lake has prompted the State to make management and restoration of the lake and its resources a priority objective. The U.S. Geological Survey entered into a cooperative study in May 1984 with the Tennessee Wildlife Resources Agency and the Tennessee Department of Health and Environment, Division of Water Management, to collect and analyze hydrologic data and prepare an annual water budget for Reelfoot Lake. The purpose of the water budget is to provide an analysis of the surface-groundwater-lake-atmospheric water relation at Reelfoot Lake. Results of the analysis can be used by lake managers to evaluate the potential effects of proposed lake management strategies upon the lake and surrounding hydrologic system. The water budget for the 12-month study period (May 1, 1984 through April 30, 1985) is presented in this report. In addition, estimates of suspended-sediment discharge from tributary streams in the Reelfoot Lake basin and an analysis of concentrations of constituents in stream-bottom material at three inflow sites are also presented. (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri854284","usgsCitation":"Robbins, C.H., 1985, Water budget and estimated suspended-sediment inflow for Reelfoot Lake, Obion and Lake Counties, Northwestern Tennessee, May 1984-April 1985: U.S. Geological Survey Water-Resources Investigations Report 85-4284, 1 Plate: 37.74 x 34.55 inches, https://doi.org/10.3133/wri854284.","productDescription":"1 Plate: 37.74 x 34.55 inches","costCenters":[],"links":[{"id":366593,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4284/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":161990,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4284/report-thumb.jpg"}],"country":"United States","state":"Tennessee","county":"Lake County, Obion County","otherGeospatial":"Reelfoot Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.45068359374999,\n              36.34610265300638\n            ],\n            [\n              -89.31747436523438,\n              36.34610265300638\n            ],\n            [\n              -89.31747436523438,\n              36.48424477824479\n            ],\n            [\n              -89.45068359374999,\n              36.48424477824479\n            ],\n            [\n              -89.45068359374999,\n              36.34610265300638\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa267","contributors":{"authors":[{"text":"Robbins, Clarence H.","contributorId":44159,"corporation":false,"usgs":true,"family":"Robbins","given":"Clarence","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":229805,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44464,"text":"wri854046 - 1985 - Occurrence of ground water and potential for seawater intrusion, Island County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:10:09","indexId":"wri854046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4046","title":"Occurrence of ground water and potential for seawater intrusion, Island County, Washington","docAbstract":"The data from a study of groundwater availability and quality in Island County, Washington, are presented. Increased groundwater withdrawals associated with the population increase in Island County have caused concern about groundwater availability and potential seawater intrusion. The most widely used aquifer lies near sea level. Locally, available data indicate that one or more water-bearing zones lie above the sea-level aquifer. Pumpage in 1979 was about 1.67 billion gallons, about 90% of which was pumped from the sea-level aquifer. Most large producing wells in the county have pumping water levels near or below sea level, so that if pumping continues for a long enough time, seawater intrusion would result. Chloride concentrations in water samples taken in July 1978, April 1980 and August 1980 indicate that seawater intrusion is occurring in northeastern and southern Camano Island and in central Whidbey island. (USGS)","language":"ENGLISH","doi":"10.3133/wri854046","usgsCitation":"Jones, M., 1985, Occurrence of ground water and potential for seawater intrusion, Island County, Washington: U.S. Geological Survey Water-Resources Investigations Report 85-4046, 7 maps on 6 sheets ; 47 x 34 cm., sheets 61 x 76 cm., https://doi.org/10.3133/wri854046.","productDescription":"7 maps on 6 sheets ; 47 x 34 cm., sheets 61 x 76 cm.","costCenters":[],"links":[{"id":162061,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81791,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4046/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81792,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4046/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81793,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4046/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81794,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4046/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81795,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4046/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81796,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4046/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af5e4b07f02db6924b2","contributors":{"authors":[{"text":"Jones, M. A.","contributorId":37736,"corporation":false,"usgs":true,"family":"Jones","given":"M. A.","affiliations":[],"preferred":false,"id":229815,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44480,"text":"wri844360 - 1985 - Ground-water levels in the Columbia River basalt and overlying materials, spring 1983, southeastern Washington","interactions":[],"lastModifiedDate":"2022-05-19T18:40:18.783766","indexId":"wri844360","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4360","title":"Ground-water levels in the Columbia River basalt and overlying materials, spring 1983, southeastern Washington","docAbstract":"A 2 1/2-year study of the Columbia Plateau in Washington was begun in March 1982 to define spatial and temporal variations in dissolved sodium in aquifers of the Columbia River Basalt Group and to relate these variations to the groundwater system and its geologic framework. This report is part of that study and describes groundwater level contours for four major geohydrologic units in southeastern Washington, constructed from water-level data collected from approximately 1,100 wells during the spring of 1983, data from U.S. Geological Survey studies in the area, and other indirect methods. Configuration of the groundwater level contours is controlled by: (1) extent of a geohydrologic unit and geologic structure, (2) recharge from precipitation and surface water bodies, (3) rivers, lakes, and coulees that drain the groundwater system, and (4) hydraulic conductivities of each unit. Upgradient flexures of water level contours north of Connel, Washington, show effects of prolonged irrigation while downgradient flexures in an area south of Potholes Reservoir, in the vicinity of the East Low Irrigation Canal, show the effects of increased man-induced recharge. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844360","usgsCitation":"Bauer, H.H., Vaccaro, J.J., and Lane, R.C., 1985, Ground-water levels in the Columbia River basalt and overlying materials, spring 1983, southeastern Washington: U.S. Geological Survey Water-Resources Investigations Report 84-4360, 4 Plates: 44.10 × 29.00 inches or smaller, https://doi.org/10.3133/wri844360.","productDescription":"4 Plates: 44.10 × 29.00 inches or smaller","costCenters":[],"links":[{"id":134642,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":400826,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36191.htm"},{"id":81838,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4360/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81837,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4360/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81836,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4360/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81835,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4360/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Washington","otherGeospatial":"Columbia River basalt","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121,\n              45.603\n            ],\n            [\n              -116.903,\n              45.603\n            ],\n            [\n              -116.903,\n              48.2440\n            ],\n            [\n              -121,\n              48.2440\n            ],\n            [\n              -121,\n              45.603\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a384e","contributors":{"authors":[{"text":"Bauer, H. H.","contributorId":85142,"corporation":false,"usgs":true,"family":"Bauer","given":"H.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":229850,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vaccaro, John J. jvaccaro@usgs.gov","contributorId":5848,"corporation":false,"usgs":true,"family":"Vaccaro","given":"John","email":"jvaccaro@usgs.gov","middleInitial":"J.","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229848,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lane, R. C.","contributorId":6421,"corporation":false,"usgs":true,"family":"Lane","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":229849,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44491,"text":"wri844149 - 1985 - Hydrology of Lake Placid and adjacent area, Highlands County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:04:57","indexId":"wri844149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4149","title":"Hydrology of Lake Placid and adjacent area, Highlands County, Florida","docAbstract":"The study conducted during 1982-83, documents hydrologic conditions in Lake Placid and surrounding areas of Florida. Lake-stage data indicate that the 2- to 50-year flood stage ranges from 93.9 to 96.2 ft. Lake stage is reflected by annual departure of precipitation of the previous year from long-term average. A bathymetric map at 5 ft intervals indicates sinks in the lake bottom. Maximum depth and volume were 54 ft and more than 85,000 acre-feet, respectively. Lake Placid is a surface expression of the water table surficial aquifer with normal flow direction from south to north. Above average amounts of precipitation during winter 1983 created a groundwater mound north of Mirror Lake that caused reversal of the groundwater gradient in the water table aquifer. Lake water is neutral to slightly acidic, with low alkalinity and salinity. Nutrient concentrations are low and remain constant since 1966. Water samples collected since 1966 show trends toward increasing ionic composition and dissolved solids. Organic, inorganic, and phytoplankton analyses show Lake Placid to be relatively clear and clean. (USGS)","language":"ENGLISH","doi":"10.3133/wri844149","usgsCitation":"Adams, D.B., and Stoker, Y.E., 1985, Hydrology of Lake Placid and adjacent area, Highlands County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4149, 4 maps on 1 sheet : col. ; 34 x 27 cm. and smaller, sheet 78 x 109 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri844149.","productDescription":"4 maps on 1 sheet : col. ; 34 x 27 cm. and smaller, sheet 78 x 109 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":134702,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81851,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4149/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604872","contributors":{"authors":[{"text":"Adams, D. Briane","contributorId":35707,"corporation":false,"usgs":true,"family":"Adams","given":"D.","email":"","middleInitial":"Briane","affiliations":[],"preferred":false,"id":229870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stoker, Yvonne E. ystoker@usgs.gov","contributorId":5101,"corporation":false,"usgs":true,"family":"Stoker","given":"Yvonne","email":"ystoker@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":229869,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44500,"text":"wri844259 - 1985 - Geohydrology of the Irondequoit Creek Basin near Rochester, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:04:52","indexId":"wri844259","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4259","title":"Geohydrology of the Irondequoit Creek Basin near Rochester, New York","docAbstract":"Geohydrologic information on the area within and surrounding the Irondequoit Creek basin near Rochester, in north-central New York, is presented on five maps at 1:24,000 scale indicating: (1) locations of glacial geomorphic features, (2) surficial geology, (3) soil permeability, (4) potentiometric-surface altitude and directions of groundwater movement, and (5) groundwater recharge and flow patterns. Also included are 20 geologic sections showing statigraphic relationships, aquifer composition, and depth to bedrock. Each map includes a short text and a list of references. Results indicate that groundwater within the basin flows northward to Irondequoit Bay and Lake Ontario and that the groundwater drainage system is considerably smaller than the overlying surface drainage area. These maps, based on available records and published data, depict the location of major recharge areas, relative rates of recharge, and the direction and rates of groundwater flow within the basin for use in aquifer management. (USGS)","language":"ENGLISH","doi":"10.3133/wri844259","usgsCitation":"Yager, R.M., Zarriello, P.J., and Kappel, W.M., 1985, Geohydrology of the Irondequoit Creek Basin near Rochester, New York: U.S. Geological Survey Water-Resources Investigations Report 84-4259, 5 maps on 7 sheets ; 77 x 44 cm., sheets 89 x 63 cm. and 89 x 71 cm., folded in envelope 33 x 25 cm., https://doi.org/10.3133/wri844259.","productDescription":"5 maps on 7 sheets ; 77 x 44 cm., sheets 89 x 63 cm. and 89 x 71 cm., folded in envelope 33 x 25 cm.","costCenters":[],"links":[{"id":134987,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81868,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4259/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81869,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4259/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81870,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4259/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81871,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4259/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81872,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4259/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81873,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4259/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81874,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4259/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a897f","contributors":{"authors":[{"text":"Yager, Richard M. 0000-0001-7725-1148 ryager@usgs.gov","orcid":"https://orcid.org/0000-0001-7725-1148","contributorId":950,"corporation":false,"usgs":true,"family":"Yager","given":"Richard","email":"ryager@usgs.gov","middleInitial":"M.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true},{"id":614,"text":"Virginia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229886,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zarriello, Phillip J. 0000-0001-9598-9904 pzarriel@usgs.gov","orcid":"https://orcid.org/0000-0001-9598-9904","contributorId":1868,"corporation":false,"usgs":true,"family":"Zarriello","given":"Phillip","email":"pzarriel@usgs.gov","middleInitial":"J.","affiliations":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229888,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kappel, William M. 0000-0002-2382-9757 wkappel@usgs.gov","orcid":"https://orcid.org/0000-0002-2382-9757","contributorId":1074,"corporation":false,"usgs":true,"family":"Kappel","given":"William","email":"wkappel@usgs.gov","middleInitial":"M.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229887,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":39661,"text":"pp1360 - 1985 - Evaluating earthquake hazards in the Los Angeles region— An earth-science perspective","interactions":[],"lastModifiedDate":"2021-08-19T21:30:19.084438","indexId":"pp1360","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1360","title":"Evaluating earthquake hazards in the Los Angeles region— An earth-science perspective","docAbstract":"Potentially destructive earthquakes are inevitable in the Los Angeles region of California, but hazards prediction can provide a basis for reducing damage and loss. This volume identifies the principal geologically controlled earthquake hazards of the region (surface faulting, strong shaking, ground failure, and tsunamis), summarizes methods for characterizing their extent and severity, and suggests opportunities for their reduction. \r\n\r\nTwo systems of active faults generate earthquakes in the Los Angeles region: northwest-trending, chiefly horizontal-slip faults, such as the San Andreas, and west-trending, chiefly vertical-slip faults, such as those of the Transverse Ranges. Faults in these two systems have produced more than 40 damaging earthquakes since 1800. Ninety-five faults have slipped in late Quaternary time (approximately the past 750,000 yr) and are judged capable of generating future moderate to large earthquakes and displacing the ground surface. Average rates of late Quaternary slip or separation along these faults provide an index of their relative activity. The San Andreas and San Jacinto faults have slip rates measured in tens of millimeters per year, but most other faults have rates of about 1 mm/yr or less. Intermediate rates of as much as 6 mm/yr characterize a belt of Transverse Ranges faults that extends from near Santa Barbara to near San Bernardino. The dimensions of late Quaternary faults provide a basis for estimating the maximum sizes of likely future earthquakes in the Los Angeles region: moment magnitude .(M) 8 for the San Andreas, M 7 for the other northwest-trending elements of that fault system, and M 7.5 for the Transverse Ranges faults. Geologic and seismologic evidence along these faults, however, suggests that, for planning and designing noncritical facilities, appropriate sizes would be M 8 for the San Andreas, M 7 for the San Jacinto, M 6.5 for other northwest-trending faults, and M 6.5 to 7 for the Transverse Ranges faults. The geologic and seismologic record indicates that parts of the San Andreas and San Jacinto faults have generated major earthquakes having recurrence intervals of several tens to a few hundred years. In contrast, the geologic evidence at points along other active faults suggests recurrence intervals measured in many hundreds to several thousands of years. The distribution and character of late Quaternary surface faulting permit estimation of the likely location, style, and amount of future surface displacements. \r\n\r\nAn extensive body of geologic and geotechnical information is used to evaluate areal differences in future levels of shaking. Bedrock and alluvial deposits are differentiated according to the physical properties that control shaking response; maps of these properties are prepared by analyzing existing geologic and soils maps, the geomorphology of surficial units, and. geotechnical data obtained from boreholes. The shear-wave velocities of near-surface geologic units must be estimated for some methods of evaluating shaking potential. Regional-scale maps of highly generalized shearwave velocity groups, based on the age and texture of exposed geologic units and on a simple two-dimensional model of Quaternary sediment distribution, provide a first approximation of the areal variability in shaking response. More accurate depictions of near-surface shear-wave velocity useful for predicting ground-motion parameters take into account the thickness of the Quaternary deposits, vertical variations in sediment .type, and the correlation of shear-wave velocity with standard penetration resistance of different sediments. A map of the upper Santa Ana River basin showing shear-wave velocities to depths equal to one-quarter wavelength of a 1-s shear wave demonstrates the three-dimensional mapping procedure. \r\n\r\nFour methods for predicting the distribution and strength of shaking from future earthquakes are presented. These techniques use different measures of strong-motion","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1360","usgsCitation":"1985, Evaluating earthquake hazards in the Los Angeles region— An earth-science perspective: U.S. Geological Survey Professional Paper 1360, xii, 505 p., https://doi.org/10.3133/pp1360.","productDescription":"xii, 505 p.","costCenters":[],"links":[{"id":388205,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74284.htm"},{"id":119439,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1360/report-thumb.jpg"},{"id":67381,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1360/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","city":"Los Angeles","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.88281249999999,\n              33.100745405144245\n            ],\n            [\n              -115.94970703125,\n              33.100745405144245\n            ],\n            [\n              -115.94970703125,\n              35.29943548054545\n            ],\n            [\n              -119.88281249999999,\n              35.29943548054545\n            ],\n            [\n              -119.88281249999999,\n              33.100745405144245\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fb09b","contributors":{"editors":[{"text":"Ziony, Joseph I.","contributorId":82766,"corporation":false,"usgs":true,"family":"Ziony","given":"Joseph","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":749949,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":48932,"text":"ofr85410 - 1985 - Annual summary of ground-water conditions in Arizona, Spring 1983 to Spring 1984","interactions":[],"lastModifiedDate":"2022-06-02T20:30:10.413945","indexId":"ofr85410","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-410","title":"Annual summary of ground-water conditions in Arizona, Spring 1983 to Spring 1984","docAbstract":"<p>A summary map shows various aspects of groundwater availability in Arizona. Potential well production, in increments of 0 to 10 gpm, 10 to 500 gpm, and 50 to 2500 gpm (average 1000 gpm) os the primary emphasis of the map; however, data on changes in water level from spring 1983 to spring 1984, status of groundwater inventory, and estimated groundwater pumpage in Arizona in 1983, are also presented. The total water pumpage is also broken down by the following use categories: drainage, public supply, domestic, livestock, industrial and agricultural.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85410","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, Annual summary of ground-water conditions in Arizona, Spring 1983 to Spring 1984: U.S. Geological Survey Open-File Report 85-410, 2 Plates: 25.17 x 38.05 inches and 25.15 x 38.11 inches, https://doi.org/10.3133/ofr85410.","productDescription":"2 Plates: 25.17 x 38.05 inches and 25.15 x 38.11 inches","costCenters":[],"links":[{"id":401661,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0410/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":401660,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0410/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":401659,"rank":2,"type":{"id":36,"text":"NGMDB Index 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