{"pageNumber":"4585","pageRowStart":"114600","pageSize":"25","recordCount":165623,"records":[{"id":19315,"text":"ofr84385 - 1984 - Luminescence properties and chemical composition of crude oils","interactions":[],"lastModifiedDate":"2012-02-02T00:07:38","indexId":"ofr84385","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-385","title":"Luminescence properties and chemical composition of crude oils","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84385","usgsCitation":"Henry, M.E., and Donovan, T., 1984, Luminescence properties and chemical composition of crude oils: U.S. Geological Survey Open-File Report 84-385, iii, 38 p. :ill. ;28 cm., https://doi.org/10.3133/ofr84385.","productDescription":"iii, 38 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152131,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0385/report-thumb.jpg"},{"id":48786,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0385/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6489fb","contributors":{"authors":[{"text":"Henry, M. E.","contributorId":103734,"corporation":false,"usgs":true,"family":"Henry","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":180671,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Donovan, T.J.","contributorId":43762,"corporation":false,"usgs":true,"family":"Donovan","given":"T.J.","email":"","affiliations":[],"preferred":false,"id":180670,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27159,"text":"wri844233 - 1984 - Magnitude and frequency of flood volumes for urban watersheds in Leon County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri844233","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4233","title":"Magnitude and frequency of flood volumes for urban watersheds in Leon County, Florida","docAbstract":"Techniques are provided for estimating runoff magnitudes for urban-flow streams in Leon County, Florida, for recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years. Synthetic runoff volumes were generated by using a calibrated lumped-parameter rainfall-runoff model, pan evaporation data from Milton, Florida, and long-term unit rainfall records from Thomasville-Coolidge, Georgia, and Pensacola, Florida. The synthetic runoff volumes were used to develop station runoff-frequency relations which were used in multiple linear regression analyses to derive regional equations relating runoff to basin characteristics. The significant basin characteristic was impervious area. The average standard error of regression was + or - 16 percent for all recurrence intervals except the 2-year, + or - 18 percent and the 500-year + or - 17 percent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844233","usgsCitation":"Franklin, M., 1984, Magnitude and frequency of flood volumes for urban watersheds in Leon County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4233, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844233.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123871,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4233/report-thumb.jpg"},{"id":56036,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4233/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6494f2","contributors":{"authors":[{"text":"Franklin, M.A.","contributorId":13631,"corporation":false,"usgs":true,"family":"Franklin","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":197662,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":41683,"text":"ofr85130 - 1984 - Reconnaissance geology of the Ash Shubaykiyah Quadrangle, sheet 25/43 C, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:02","indexId":"ofr85130","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"85-130","title":"Reconnaissance geology of the Ash Shubaykiyah Quadrangle, sheet 25/43 C, Kingdom of Saudi Arabia","language":"ENGLISH","doi":"10.3133/ofr85130","usgsCitation":"Bohannon, R.G., 1984, Reconnaissance geology of the Ash Shubaykiyah Quadrangle, sheet 25/43 C, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 85-130, 1 map :photocopy ;66 x 51 cm., on sheet 83 x 148 cm., https://doi.org/10.3133/ofr85130.","productDescription":"1 map :photocopy ;66 x 51 cm., on sheet 83 x 148 cm.","costCenters":[],"links":[{"id":135492,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":21090,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0130/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":21091,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0130/plate-1-preview.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db640ff2","contributors":{"authors":[{"text":"Bohannon, Robert G. rbohannon@usgs.gov","contributorId":2255,"corporation":false,"usgs":true,"family":"Bohannon","given":"Robert","email":"rbohannon@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":225374,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27340,"text":"wri834078 - 1984 - Storage analyses for ephemeral streams in semiarid regions","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri834078","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4078","title":"Storage analyses for ephemeral streams in semiarid regions","docAbstract":"A model has been developed for determining the probability of a reservoir being unable to provide a specified downstream water supply. By applying the model with a number of assumed storage capacities, the long-term water supply potential of a stream below a reservoir can be evaluated. Previous methods for determining available water supply from streamflow records using a reservoir storage analysis have met with limited success in semiarid regions. The shortcomings are due to the failure of the methods to account for zero-flow periods and the high day-to-day variability of discharge of many streams. The reservoir storage model presented in this report is designed to account for these streamflow characteristics. Reservoir inflow, outflow, and evaporation are modeled as varying daily, and values of storage probability are adjusted for zero-flow periods. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834078","usgsCitation":"Glover, K.C., 1984, Storage analyses for ephemeral streams in semiarid regions: U.S. Geological Survey Water-Resources Investigations Report 83-4078, v, 55 p. :ill. ;28 cm., https://doi.org/10.3133/wri834078.","productDescription":"v, 55 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158905,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4078/report-thumb.jpg"},{"id":56205,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b42fe","contributors":{"authors":[{"text":"Glover, K. C.","contributorId":14828,"corporation":false,"usgs":true,"family":"Glover","given":"K.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197945,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":62717,"text":"gq1583 - 1984 - Geologic map of the Oak Spring quadrangle, McKinley County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-10T00:10:43","indexId":"gq1583","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1583","title":"Geologic map of the Oak Spring quadrangle, McKinley County, New Mexico","language":"ENGLISH","doi":"10.3133/gq1583","usgsCitation":"Kirk, A.R., and Zech, R.S., 1984, Geologic map of the Oak Spring quadrangle, McKinley County, New Mexico: U.S. Geological Survey Geologic Quadrangle 1583, 1 map :col. ;58 x 48 cm., on sheet 84 x 101 cm., folded in envelope 31 x 24 cm., https://doi.org/10.3133/gq1583.","productDescription":"1 map :col. ;58 x 48 cm., on sheet 84 x 101 cm., folded in envelope 31 x 24 cm.","costCenters":[],"links":[{"id":102662,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_1112.htm","linkFileType":{"id":5,"text":"html"},"description":"1112"},{"id":248873,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1583/report.pdf","size":"68","linkFileType":{"id":1,"text":"pdf"}},{"id":254349,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1583/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -108.5,35.6175 ], [ -108.5,35.75 ], [ -108.36749999999999,35.75 ], [ -108.36749999999999,35.6175 ], [ -108.5,35.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db69611e","contributors":{"authors":[{"text":"Kirk, A. R.","contributorId":34911,"corporation":false,"usgs":true,"family":"Kirk","given":"A.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":267773,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zech, R. S.","contributorId":51289,"corporation":false,"usgs":true,"family":"Zech","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":267774,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27198,"text":"wri834162 - 1984 - Quality of water, Quillayute River basin, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri834162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4162","title":"Quality of water, Quillayute River basin, Washington","docAbstract":"Groundwater in Quillayute River basin is generally of the calcium bicarbonate type, although water from some wells is affected by seawater intrusion and is predominantly of the sodium chloride type. The water is generally of excellent quality for most uses. River-water quality was generally excellent, as evaluated against Washington State water-use and water-quality criteria. Fecal coliform concentrations in all major tributaries met State water-quality criteria; water temperatures occasionally exceeded criteria maximum during periods of warm weather and low streamflow. Nutrient concentrations were generally low to very low. The four largest lakes in the basin were temperature-stratified in summer and one had an algal bloom. The Quillayute estuary had salt-wedge mixing characteristics; pollutants entering the salt wedge tended to spread to the toe of the wedge. Upwelling ocean water was the major cause of the low dissolved-oxygen concentrations observed in the estuary; ammonia concentrations in the estuary, however, were increased by the upwelling ocean waters. As in the rivers, total-coliform bacteria concentrations in the estuary were greater than fecal-coliform concentrations, indicating that many of the bacteria were of nonfecal origin and probably originated from soils. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834162","usgsCitation":"Fretwell, M.O., 1984, Quality of water, Quillayute River basin, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4162, viii, 96 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834162.","productDescription":"viii, 96 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158488,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4162/report-thumb.jpg"},{"id":56072,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4162/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a63e4b07f02db6370bb","contributors":{"authors":[{"text":"Fretwell, M. O.","contributorId":50518,"corporation":false,"usgs":true,"family":"Fretwell","given":"M.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":197720,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27205,"text":"wri844037 - 1984 - Evaluation of a hydrograph-shifting method for estimating suspended-sediment loads in Illinois streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844037","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4037","title":"Evaluation of a hydrograph-shifting method for estimating suspended-sediment loads in Illinois streams","docAbstract":"A hydrograph-shifting method for estimating monthly and annual suspended-sediment loads was applied to suspended-sediment records for 12 streams in Illinois. Transport equations for each station were developed and synthetic sediment-discharge hydrographs were then generated by using these transport equations and records of daily streamflow. Hydrographs were shifted to measured values of daily sediment discharge selected to represent weekly, biweekly, and monthly sampling frequencies. Estimates of monthly suspended-sediment load ranged from 16 to 326 percent of measured values. Estimates of annual suspended-sediment loads ranged from 41 to 136 percent of measured values. (The method provides a reasonable means of estimating annual loads for most sites.) An experiment designed to measure the subjectivity of the method showed it to be more dependent on the particular days selected as control points than on the person applying the method. An evaluation of the effect of the length of record used to develop transport equations was not conclusive. Although standard errors of estimate showed no improvement, the comparison of estimated loads with measured loads showed slight improvement when 1 or 2 years of data were added to the data used to develop transport equations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844037","usgsCitation":"Frost, L., and Mansue, L., 1984, Evaluation of a hydrograph-shifting method for estimating suspended-sediment loads in Illinois streams: U.S. Geological Survey Water-Resources Investigations Report 84-4037, v, 37 p. :ill. ;28 cm., https://doi.org/10.3133/wri844037.","productDescription":"v, 37 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":121497,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4037/report-thumb.jpg"},{"id":56081,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4037/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf31","contributors":{"authors":[{"text":"Frost, L.R.","contributorId":96675,"corporation":false,"usgs":true,"family":"Frost","given":"L.R.","affiliations":[],"preferred":false,"id":197731,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mansue, L.J.","contributorId":98328,"corporation":false,"usgs":true,"family":"Mansue","given":"L.J.","affiliations":[],"preferred":false,"id":197732,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":62842,"text":"gq1576 - 1984 - Geologic map of the Mammoth quadrangle, Kanawha and Clay Counties, West Virginia","interactions":[],"lastModifiedDate":"2012-02-10T00:10:41","indexId":"gq1576","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1576","title":"Geologic map of the Mammoth quadrangle, Kanawha and Clay Counties, West Virginia","language":"ENGLISH","doi":"10.3133/gq1576","usgsCitation":"Henry, T.W., 1984, Geologic map of the Mammoth quadrangle, Kanawha and Clay Counties, West Virginia: U.S. Geological Survey Geologic Quadrangle 1576, 1 map :col. ;58 x 45 cm., on sheet 87 x 92 cm., https://doi.org/10.3133/gq1576.","productDescription":"1 map :col. ;58 x 45 cm., on sheet 87 x 92 cm.","costCenters":[],"links":[{"id":101963,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_303.htm","linkFileType":{"id":5,"text":"html"},"description":"303"},{"id":248990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1576/report.pdf","size":"69","linkFileType":{"id":1,"text":"pdf"}},{"id":251663,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1576/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -81.36749999999999,38.25 ], [ -81.36749999999999,38.3675 ], [ -81.25,38.3675 ], [ -81.25,38.25 ], [ -81.36749999999999,38.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696ccd","contributors":{"authors":[{"text":"Henry, Thomas W.","contributorId":54196,"corporation":false,"usgs":true,"family":"Henry","given":"Thomas","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":267945,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57291,"text":"wdrSC831 - 1984 - Water resources data, South Carolina water year 1983","interactions":[],"lastModifiedDate":"2020-10-23T18:58:57.61666","indexId":"wdrSC831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"SC-83-1","title":"Water resources data, South Carolina water year 1983","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrSC831","usgsCitation":"Bennett, C., Hayes, R., Gissendanner, J., and Herlong, H., 1984, Water resources data, South Carolina water year 1983: U.S. Geological Survey Water Data Report SC-83-1, x, 342 p., https://doi.org/10.3133/wdrSC831.","productDescription":"x, 342 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faccb","contributors":{"authors":[{"text":"Bennett, C.S.","contributorId":13273,"corporation":false,"usgs":true,"family":"Bennett","given":"C.S.","email":"","affiliations":[],"preferred":false,"id":256596,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hayes, R.D.","contributorId":19197,"corporation":false,"usgs":true,"family":"Hayes","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":256597,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gissendanner, J.W.","contributorId":39856,"corporation":false,"usgs":true,"family":"Gissendanner","given":"J.W.","affiliations":[],"preferred":false,"id":256598,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Herlong, H.E.","contributorId":48978,"corporation":false,"usgs":true,"family":"Herlong","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":256599,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25971,"text":"wri844194 - 1984 - Evaluation of the hydrologic system and potential effects of mining in the Dickinson lignite area, eastern slope and western Stark and Hettinger counties, North Dakota","interactions":[],"lastModifiedDate":"2018-02-14T15:41:55","indexId":"wri844194","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4194","title":"Evaluation of the hydrologic system and potential effects of mining in the Dickinson lignite area, eastern slope and western Stark and Hettinger counties, North Dakota","docAbstract":"<p>The investigation of the water resources of the Dickinson lignite area, an area of about 500 square miles, was undertaken to define the hydrologic system of the area and to project probable effects of coal mining on the system.</p><p>Aquifers occur in sandstone beds in: the Fox Hills Sandstone and the lower Hell Creek Formation of Cretaceous age, the upper Hell Creek Formation of Cretaceous age and the lower Ludlow Member of the Fort Union Formation of Tertiary age, and the upper Ludlow and lower Tongue River Members of the Fort Union Formation of Tertiary age. Aquifers also occur in the sandstone and lignite lenses in the upper Tongue River Member and the Sentinel Butte Member of the Fort Union Formation. </p><p>Depths to the Fox Hills-lower Hell Creek aquifer system range from about 1,300 to 1,710 feet. Well yields range from 18 to 100 gallons per minute. The water is soft and is a sodium bicarbonate type. Dissolvedsolids concentrations in samples collected from the aquifer system ranged from 1,230 to 1,690 milligrams per liter.</p><p>Depths to the upper Hell Creek-lower Ludlow aquifer system range from about 720 to 1,040 feet. Well yields generally are less than 30 gallons per minute but may be as much as 150 gallons per minute. The water is soft and a sodium bicarbonate type. Dissolved-solids concentrations in samples collected from the aquifer system ranged from 1,010 to 1,450 milligrams per liter.</p><p>Depths to the upper Ludlow-lower Tongue River aquifer system range from about 440 to 713 feet. Well yields may range from about 1 to 100 gallons per minute. The water generally is soft and a sodium bicarbonate type but may be moderately hard and a sulfate type in the southwestern part of the area. Dissolved-solids concentrations in samples collected from the aquifer system ranged from 995 to 1,990 milligrams per liter. </p><p>Depths to the upper Tongue River-Sentinel Butte aquifer system range from near land surface to about 530 feet below land surface. Well yields generally range from about 1 to 185 gallons per minute. Yields from the lignite parts of the system range from about 2 to 60 gallons per minute. The water generally is a sodium bicarbonate type, but locally sulfate is the dominant anion. Dissolved-solids concentrations in samples collected from the aquifer system generally ranged from 574 to 2,720 milligrams per liter.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844194","usgsCitation":"Armstrong, C.A., 1984, Evaluation of the hydrologic system and potential effects of mining in the Dickinson lignite area, eastern slope and western Stark and Hettinger counties, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 84-4194, Report: v, 35 p.; Plate: 22.55 x 19.31 inches, https://doi.org/10.3133/wri844194.","productDescription":"Report: v, 35 p.; Plate: 22.55 x 19.31 inches","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":123870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4194/report-thumb.jpg"},{"id":54717,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4194/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54718,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4194/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Dakota","county":"Hettinger County, Stark County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa3b1","contributors":{"authors":[{"text":"Armstrong, C. A.","contributorId":66231,"corporation":false,"usgs":true,"family":"Armstrong","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":195565,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57299,"text":"wdrAZ821 - 1984 - Water resources data, Arizona water year 1982","interactions":[],"lastModifiedDate":"2022-11-30T18:51:37.64363","indexId":"wdrAZ821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AZ-82-1","title":"Water resources data, Arizona water year 1982","docAbstract":"<p>Water resources data for the 1982 water year for Arizona consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; measurements of ground-water levels; and quality of water from selected wells. Also included are discharge data for crest-stage partial-record stations and water-quality data for partial-record stations. Locations of the gaging stations are shown in figures 4, 6, and 7, and of water-quality stations in figures 5 and 6. Additional water data were collected at various sites, which are not part of the systematic data-collection program, and are published as miscellaneous measurements or miscellaneous water-quality analyses. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Arizona.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrAZ821","collaboration":"Prepared in cooperation with the State of Arizona and with other agencies","usgsCitation":"White, N.D., and Garrett, W.B., 1984, Water resources data, Arizona water year 1982: U.S. Geological Survey Water Data Report AZ-82-1, xiii, 440 p., https://doi.org/10.3133/wdrAZ821.","productDescription":"xiii, 440 p.","costCenters":[],"links":[{"id":409878,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1982/az-82-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181989,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1982/az-82-1/report-thumb.jpg"}],"country":"United 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B.","contributorId":23963,"corporation":false,"usgs":true,"family":"Garrett","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":256625,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25548,"text":"wri834262 - 1984 - Ground-water conditions and well yields in fractured rocks, southwestern Nevada County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri834262","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4262","title":"Ground-water conditions and well yields in fractured rocks, southwestern Nevada County, California","docAbstract":"This report describes the availability of ground water in the southwestern part of Nevada County, and suggests general guidelines for selecting sites for future ground-water development in the study area. Ground water in this area occurs chiefly in fractures in hard pre-Tertiary metavolcanic and plutonic rocks generally above a depth of 215 feet. Some ground water is found at the contact between alluvium or decomposed granite and the underlying hard rock; little is found in alluvium or colluvium. Mean yield is less than 18 gallons per minute. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834262","usgsCitation":"Page, R.W., Anttila, P., Johnson, K.L., and Pierce, M., 1984, Ground-water conditions and well yields in fractured rocks, southwestern Nevada County, California: U.S. Geological Survey Water-Resources Investigations Report 83-4262, iv, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834262.","productDescription":"iv, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4262/report-thumb.jpg"},{"id":54267,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d2e7","contributors":{"authors":[{"text":"Page, R. W.","contributorId":17215,"corporation":false,"usgs":true,"family":"Page","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194145,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anttila, P.W.","contributorId":56231,"corporation":false,"usgs":true,"family":"Anttila","given":"P.W.","email":"","affiliations":[],"preferred":false,"id":194146,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnson, K. L.","contributorId":75543,"corporation":false,"usgs":true,"family":"Johnson","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194147,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Pierce, M.J.","contributorId":8893,"corporation":false,"usgs":true,"family":"Pierce","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":194144,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26263,"text":"wri844256 - 1984 - Hydrology of a surface coal mined area in Randolph County, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"wri844256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4256","title":"Hydrology of a surface coal mined area in Randolph County, Illinois","docAbstract":"Ground water was monitored from October 1980 to April 1983 and surface water was monitored from October 1980 to September 1982 in the 0.6-square-mile basin of Plum Creek Tributary in Randolph County, Illinois, to determine effects of surface mining for coal. During the study period, the basin was being surfaced mined. The mine pit advanced about 100 feet into the basin every month, reducing the basin 's drainage area from an initial area of 0.6 square mile in October 1980 to 0.2 square mile in May 1982. The average daily flow of Plum Creek Tributary was 0.49 cubic foot per second. Periods of no flow occurred 18 percent of the time. Total recoverable iron at Plum Creek Tributary exceeded the Illinois Environmental Protection Agency 's (IEPA) effluent standards. Mining activity may have been the cause. Ground-water levels of nine wells declined during the monitored period. The largest was a 35-foot decline in 16 months. Ground-water samples had dissolved-solids concentration that exceeded the IEPA 's limit for potable supply for all geohydrologic units except the unconsolidated sand. Chloride concentrations exceeded IEPA 's limits in all bedrock units except for a limestone unit. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844256","usgsCitation":"Borghese, J., and Klinger, A.R., 1984, Hydrology of a surface coal mined area in Randolph County, Illinois: U.S. Geological Survey Water-Resources Investigations Report 84-4256, iv, 36 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844256.","productDescription":"iv, 36 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122908,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4256/report-thumb.jpg"},{"id":55074,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4256/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ce4b07f02db6a95fc","contributors":{"authors":[{"text":"Borghese, J.V.","contributorId":16458,"corporation":false,"usgs":true,"family":"Borghese","given":"J.V.","email":"","affiliations":[],"preferred":false,"id":196079,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Klinger, A. R.","contributorId":63431,"corporation":false,"usgs":true,"family":"Klinger","given":"A.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196080,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2539,"text":"wsp2208 - 1984 - Streamflow augmentation at Fosters Brook, Long Island, New York — A hydraulic feasibility study","interactions":[],"lastModifiedDate":"2021-12-14T20:41:00.979324","indexId":"wsp2208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"2208","title":"Streamflow augmentation at Fosters Brook, Long Island, New York — A hydraulic feasibility study","docAbstract":"A 27-day streamflow augmentation test was conducted in December 1979 at Fosters Brook, near the south shore of Long Island, to investigate the hydraulic feasibility of pumping ground water to supply flow to an ephemeral stream during dry periods. \r\n\r\nMeasurements of soil moisture in the unsaturated zone beneath the streambed indicate that infiltration rate and soil-moisture content are interrelated. Initial infiltration was measured with a neutron logger; the wetting front traversed the unsaturated zone at an average of 11.2 inches per hour and reached the water table in 5.5 hours. Soil moisture in the unsaturated zone ranged from 20 percent at the start of the test to nearly 41 percent, nearly the saturation point, 20 days later. \r\n\r\nStream discharge was measured at four sites along the stream channel, and the augmentation rate was monitored continuously at the starting point. Infiltration rates increased steadily in all reaches during the first 12 days of the test, but from the 12th to the 20th day, when discharge was increased by 50 percent, infiltration rates decreased along the two upstream reaches but continued to increase along the three downstream reaches. Infiltration rates remained constant from days 20 through 26. \r\n\r\nDuring the first 24 hours of the test, the stream reached a maximum length of 2,050 feet, but after 13 days, it had shortened to 1,300 feet as a result of seepage losses. The relationship between discharge and stream length was linear within the range of discharge investigated (0.54-1.63 cubic feet per second). \r\n\r\nGround-water levels rose in response to flow augmentation and reached a maximum rise of about 6.5 feet in a well situated 14 feet from the center of the streambed and 225 feet downstream from the start of the flow. Measured water-level response was compared to levels predicted by a one-dimensional analytical model and a three-dimensional mathematical model; results indicate that ground-water response is determined principally by streambed characteristics and soil-moisture content in the unsaturated zone. \r\n\r\nVariations in water temperature and in streambed composition had significant effects upon infiltration rates. Changes in water temperature, amount of vegetation, soil-moisture content, and stream stage, combined with local variations in streambed permeability and aquifer conductivity, make accurate prediction of seepage rates virtually impossible at present. Data from this study suggest that site-specific investigations are necessary wherever streamflow augmentation is planned.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2208","usgsCitation":"Prince, K.R., 1984, Streamflow augmentation at Fosters Brook, Long Island, New York — A hydraulic feasibility study: U.S. Geological Survey Water Supply Paper 2208, iv, 43 p., https://doi.org/10.3133/wsp2208.","productDescription":"iv, 43 p.","costCenters":[],"links":[{"id":28780,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2208/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138638,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2208/report-thumb.jpg"},{"id":392882,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25440.htm"}],"country":"United States","state":"New York","otherGeospatial":"Fosters Brook, Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.676,\n              40.69\n            ],\n            [\n              -73.664,\n              40.69\n            ],\n            [\n              -73.664,\n              40.701\n            ],\n            [\n              -73.676,\n              40.701\n            ],\n            [\n              -73.676,\n              40.69\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e87","contributors":{"authors":[{"text":"Prince, Keith R. krprince@usgs.gov","contributorId":1413,"corporation":false,"usgs":true,"family":"Prince","given":"Keith","email":"krprince@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":145370,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26287,"text":"wri844022 - 1984 - Quantity and quality of streamflow in the White River basin, Colorado and Utah","interactions":[],"lastModifiedDate":"2022-07-22T19:38:41.047971","indexId":"wri844022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4022","title":"Quantity and quality of streamflow in the White River basin, Colorado and Utah","docAbstract":"<p>The water quality and flow of existing streams in the White River basin, located in northwestern Colorado and northeastern Utah, are adequate for present uses, but future development (such as energy) may affect stream quality and quantity. Present conditions are described as a baseline to enable planners to allocate available water and to measure changes in quantity and quality of water in the future. The White River basin contains extensive energy resources consisting of oil, natural gas, coal, and oil shale. Large quantities of water will be required for energy-resource development and associated municipal and industrial uses. An average of 70% of the annual flow in the White River occurs during May, June, and July as a result of snowmelt runoff. The 7-day, 10-year low-flow discharges/sq mi and the 1-day, 25-year high-flow discharges/sq mi are larger in the eastern part of the basin than in the western part. Flow-duration curves indicate that high flows in the White River and the North and South Fork White Rivers result mainly from snowmelt runoff and that base flow is sustained throughout the year by groundwater discharge from the alluvial and bedrock aquifers. Water type varies in the basin; however, calcium and sodium are the dominantly occurring cations and sulfate and bicarbonate are the dominantly occurring anions. Computed total annual dissolved-solids loads in the White River range from 31 ,800 tons/yr in the North Fork White River to 284,000 tons/yr at the mouth. A 10% increase to a 14% decrease of the dissolved-solids load could result at the mouth of the White River near Ouray, Utah. This corresponds to a 5% increase to a 10% decrease in dissolved-solids concentration. The seasonal pattern of stream temperatures was found to fit a harmonic curve.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844022","usgsCitation":"Boyle, J.M., Covay, K., and Bauer, D.P., 1984, Quantity and quality of streamflow in the White River basin, Colorado and Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4022, viii, 84 p., https://doi.org/10.3133/wri844022.","productDescription":"viii, 84 p.","costCenters":[],"links":[{"id":404386,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35925.htm","linkFileType":{"id":5,"text":"html"}},{"id":55095,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157583,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4022/report-thumb.jpg"}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"White River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.698,\n              40.387\n            ],\n            [\n              -107.148,\n              40.387\n            ],\n            [\n              -107.148,\n              39.55\n            ],\n            [\n              -109.698,\n              39.55\n            ],\n            [\n              -109.698,\n              40.387\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ac28","contributors":{"authors":[{"text":"Boyle, J. M.","contributorId":46567,"corporation":false,"usgs":true,"family":"Boyle","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196120,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Covay, K.J.","contributorId":44948,"corporation":false,"usgs":true,"family":"Covay","given":"K.J.","affiliations":[],"preferred":false,"id":196119,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bauer, D. P.","contributorId":32542,"corporation":false,"usgs":true,"family":"Bauer","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":196118,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26306,"text":"wri824088 - 1984 - Ground water in the Dickson area of the western Highland Rim of Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri824088","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4088","title":"Ground water in the Dickson area of the western Highland Rim of Tennessee","docAbstract":"A hydrologic study of the Dickson, Tennessee, area provided additional information on the occurrence of ground water in the Mississippian carbonate rocks of the western Highland Rim. Twenty-six test wells were drilled to determine the occurrence of ground water in relation to topographic position, regolith thickness, streamflow gains or losses, and the lithology of the underlying formations. Yields to 26 test wells ranged from 0 to about 300 gal/min and averaged about 68 gal/mi. Nine wells yielded 80 to about 300 gal/min; their specific capacities ranged from about 0.71 to 12.7 (gal/min)/ft of drawdown. Seven of these nine wells yielded water from solution openings in the Warsaw Limestone. The other two wells yielded water from gravel and sand in the regolith. Yield-specific-capacity tests were made on two wells. One well was pumped at an average rate of 350 gal/min for 72 hours with 39.77 feet of drawdown. The second well was pumped for 8 hours at 120 gal/min with 20.86 feet of drawdown. The water from both wells was generally of good quality. Dissolved solids concentrations were less than 200 mg/L. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824088","usgsCitation":"Bradley, M.W., 1984, Ground water in the Dickson area of the western Highland Rim of Tennessee: U.S. Geological Survey Water-Resources Investigations Report 82-4088, v, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824088.","productDescription":"v, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2000,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri824088","linkFileType":{"id":5,"text":"html"}},{"id":123763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_82_4088.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d99c","contributors":{"authors":[{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196147,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26366,"text":"wri834190 - 1984 - Impact of development on availability and quality of ground water in eastern Nassau County, Florida, and southeastern Camden County, Georgia","interactions":[],"lastModifiedDate":"2017-01-24T09:27:23","indexId":"wri834190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4190","title":"Impact of development on availability and quality of ground water in eastern Nassau County, Florida, and southeastern Camden County, Georgia","docAbstract":"The primary sources of water in the area are from the surficial and Floridan aquifers. The surficial aquifer, consisting of thin permeable zones of sand, shell, and limestone, provides limited water supplies (10-50 gallons per minute). Its estimated transmissivity ranges from less than 100 to 10,000 feet squared per day. Its water is generally of acceptable quality for most uses, except near the coast. The Floridan aquifer consists of three zones of permeable limestone and dolomite separated by semiconfining beds of hard, massive dolomite and limestone, all of which are confined by leaky confining beds. The upper and middle zones, about 530-1,000 feet and 1,200-1,700 feet below land surface, respectively, have transmissivities ranging from 20,000-50,000 and 40,000-60,000 feet squared per day, respectively. The lower zone, about 2,000-2,100 feet below land surface contains very saline water. Water in the upper zone contains chloride concentrations generally ranging from 20-40 milligrams per liter. In Fernandina Beach, water from a few wells tapping this zone has relatively high chloride concentrations (190 milligrams per liter), probably due to upward migration of saline water from deeper zones through uncased or improperly-plugged well bores and not by lateral intrusion. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834190","usgsCitation":"Brown, D., 1984, Impact of development on availability and quality of ground water in eastern Nassau County, Florida, and southeastern Camden County, Georgia: U.S. Geological Survey Water-Resources Investigations Report 83-4190, vi, 133 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834190.","productDescription":"vi, 133 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":122964,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4190/report-thumb.jpg"},{"id":55160,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4190/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida, Georgia","county":"Camden County, Nassau County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.4853515625,\n              29.964452850852005\n            ],\n            [\n              -82.4853515625,\n              31.942839972853083\n            ],\n            [\n              -81.024169921875,\n              31.942839972853083\n            ],\n            [\n              -81.024169921875,\n              29.964452850852005\n            ],\n            [\n              -82.4853515625,\n              29.964452850852005\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6f9f","contributors":{"authors":[{"text":"Brown, D.P.","contributorId":95881,"corporation":false,"usgs":true,"family":"Brown","given":"D.P.","email":"","affiliations":[],"preferred":false,"id":196265,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17430,"text":"ofr84108 - 1984 - Nearshore marine geologic investigations, Wainwright to Skull Cliff, Northeast Chukchi Sea","interactions":[],"lastModifiedDate":"2012-02-02T00:07:14","indexId":"ofr84108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-108","title":"Nearshore marine geologic investigations, Wainwright to Skull Cliff, Northeast Chukchi Sea","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84108","usgsCitation":"Phillips, R., Reiss, T.E., Kempema, E., and Reimnitz, E., 1984, Nearshore marine geologic investigations, Wainwright to Skull Cliff, Northeast Chukchi Sea: U.S. Geological Survey Open-File Report 84-108, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84108.","productDescription":"34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":149324,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0108/report-thumb.jpg"},{"id":46572,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0108/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697ec1","contributors":{"authors":[{"text":"Phillips, R. L.","contributorId":98289,"corporation":false,"usgs":true,"family":"Phillips","given":"R. L.","affiliations":[],"preferred":false,"id":176364,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reiss, T. E.","contributorId":36940,"corporation":false,"usgs":true,"family":"Reiss","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":176362,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kempema, E.","contributorId":53395,"corporation":false,"usgs":true,"family":"Kempema","given":"E.","affiliations":[],"preferred":false,"id":176363,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Reimnitz, Erk","contributorId":17963,"corporation":false,"usgs":true,"family":"Reimnitz","given":"Erk","email":"","affiliations":[],"preferred":false,"id":176361,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26013,"text":"wri844322 - 1984 - Nitrate in the Columbia Aquifer, central Delmarva Peninsula, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri844322","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4322","title":"Nitrate in the Columbia Aquifer, central Delmarva Peninsula, Maryland","docAbstract":"A study of nitrate in water from 604 wells tapping the Columbia aquifer on the Delmarva Peninsula in eastern Maryland describes the factors that affect nitrate variability. Samples were collected from 196 randomly selected wells and analyzed for nitrogen species. Many were also analyzed for major ions. In addition, results of 313 nitrate analyses were randomly selected from county health department files. About 95 analyses of water samples collected from 1945 to 1978 were also evaluated. The frequency distribution of the nitrate analyses is bimodal, with 25 percent of the sample ranging from 0 to about 0.42 milligrams per liter (mg/L) nitrate as nitrogen (N), and the median is about 0.1 mg/L; the rest ranges from 0.42 to 58 mg/L, and the median is about 5.9 mg/L. The overall median nitrate concentration is about 3.5 mg/L as N. Over half of the samples had nitrate concentrations of 3 mg/L as N or higher, indicating that the water in the aquifer has been affected by human activity. Nitrate-nitrogen concentrations exceeded the water-quality standard of 10 mg/L in 15 percent of the samples established by the U.S. Environmental Protection Agency. The major factors affecting nitrate concentration are the presence of a nitrogen source, hydrogeological conditions, and the soil drainage. Sites with poorly drained soils may have a lower nitrate concentration either because the soils block the entrance of nitrate into the aquifer or because the aquifer under a poorly drained soil is associated with a chemical environment that promotes denitrification. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844322","usgsCitation":"Bachman, L., 1984, Nitrate in the Columbia Aquifer, central Delmarva Peninsula, Maryland: U.S. Geological Survey Water-Resources Investigations Report 84-4322, vi, 51 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri844322.","productDescription":"vi, 51 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":122946,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4322/report-thumb.jpg"},{"id":54784,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4322/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54785,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4322/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54786,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4322/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54787,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4322/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54788,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4322/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae0a6","contributors":{"authors":[{"text":"Bachman, L. J.","contributorId":47760,"corporation":false,"usgs":true,"family":"Bachman","given":"L. J.","affiliations":[],"preferred":false,"id":195642,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2221,"text":"wsp2197 - 1984 - Ground-water monitoring at Santa Barbara, California: Phase 2 — Effects of pumping on water levels and on water quality in the Santa Barbara ground-water basin","interactions":[{"subject":{"id":10186,"text":"ofr82366 - 1982 - Ground-water monitoring at Santa Barbara, California; Phase 2-effects of pumping on water levels and water quality in the Santa Barbara ground-water basins","indexId":"ofr82366","publicationYear":"1982","noYear":false,"title":"Ground-water monitoring at Santa Barbara, California; Phase 2-effects of pumping on water levels and water quality in the Santa Barbara ground-water basins"},"predicate":"SUPERSEDED_BY","object":{"id":2221,"text":"wsp2197 - 1984 - Ground-water monitoring at Santa Barbara, California: Phase 2 — Effects of pumping on water levels and on water quality in the Santa Barbara ground-water basin","indexId":"wsp2197","publicationYear":"1984","noYear":false,"title":"Ground-water monitoring at Santa Barbara, California: Phase 2 — Effects of pumping on water levels and on water quality in the Santa Barbara ground-water basin"},"id":1}],"lastModifiedDate":"2022-01-04T20:05:24.878393","indexId":"wsp2197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"2197","title":"Ground-water monitoring at Santa Barbara, California: Phase 2 — Effects of pumping on water levels and on water quality in the Santa Barbara ground-water basin","docAbstract":"From July 1978 to January 1980, water levels in the southern part of the Santa Barbara ground-water basin declined more than 100 feet. These water-level declines resulted from increases in municipal pumping since July 1978. The increase in municipal pumping was part of a basin-testing program designed to determine the usable quantity of ground water in storage. The pumping, centered in the city less than 1 mile from the coast, has caused water-level declines to altitudes below sea level in the main water-bearing zones. As a result, the ground-water basin would be subject to saltwater intrusion if the study-period pumpage were maintained or increased. \r\n\r\nData indicate that saltwater intrusion has degraded the quality of the water yielded from six coastal wells. During the study period, the six coastal wells all yielded water with chloride concentrations in excess of 250 milligrams per liter, and four of the wells yielded water with chloride concentrations in excess of 1,000 milligrams per liter. \r\n\r\nPrevious investigators believed that saltwater intrusion was limited to the shallow part of the aquifer, directly adjacent to the coast. The possibility of saltwater intrusion into the deeper water-bearing deposits in the aquifer was thought to be remote because an offshore fault truncates these deeper deposits so that they lie against consolidated rocks on the seaward side of the fault. Results of this study indicate, however, that ocean water has intruded the deeper water-bearing deposits, and to a much greater extent than in the shallow part of the aquifer. Apparently the offshore fault is not an effective barrier to saltwater intrusion. \r\n\r\nNo physical barriers are known to exist between the coast and the municipal well field. Therefore, if the pumping rate maintained during the basin-testing program were continued, the degraded water along the coast could move inland and contaminate the municipal supply wells. The time required for the degraded water to move from the coast to the nearest supply well is estimated, using Darcy's equation, to be about 20 years. \r\n\r\nManagement alternatives for controlling saltwater intrusion in the Santa Barbara area include (1) decreasing municipal pumping, (2) increasing the quantity of water available for recharge by releasing surplus water from surface reservoirs to Mission Creek, (3) artificially recharging the basin using injection wells, and (4) locating municipal supply wells farther from the coast and spacing them farther apart in order to minimize drawdown. Continued monitoring of water levels and water quality would enable assessment of the effectiveness of the control measures employed.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2197","usgsCitation":"Martin, P., 1984, Ground-water monitoring at Santa Barbara, California: Phase 2 — Effects of pumping on water levels and on water quality in the Santa Barbara ground-water basin: U.S. Geological Survey Water Supply Paper 2197, iv, 31 p., https://doi.org/10.3133/wsp2197.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":27970,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2197/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137671,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2197/report-thumb.jpg"},{"id":393873,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25353.htm"}],"country":"United States","state":"California","city":"Santa Barbara","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.82376098632814,\n              34.3955786154917\n            ],\n            [\n              -119.52713012695314,\n              34.3955786154917\n            ],\n            [\n              -119.52713012695314,\n              34.513346401475786\n            ],\n            [\n              -119.82376098632814,\n              34.513346401475786\n            ],\n            [\n              -119.82376098632814,\n              34.3955786154917\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db66078d","contributors":{"authors":[{"text":"Martin, Peter pmmartin@usgs.gov","contributorId":799,"corporation":false,"usgs":true,"family":"Martin","given":"Peter","email":"pmmartin@usgs.gov","affiliations":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"preferred":true,"id":144841,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":61193,"text":"mf1589B - 1984 - Geologic map of the Ten Lake Wilderness Study Area, Lincoln County, Montana","interactions":[],"lastModifiedDate":"2012-02-10T00:10:50","indexId":"mf1589B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1589","chapter":"B","title":"Geologic map of the Ten Lake Wilderness Study Area, Lincoln County, Montana","language":"ENGLISH","doi":"10.3133/mf1589B","usgsCitation":"Whipple, J.W., 1984, Geologic map of the Ten Lake Wilderness Study Area, Lincoln County, Montana: U.S. Geological Survey Miscellaneous Field Studies Map 1589, 1 map ;42 x 42 cm., on sheet 66 x 106 cm., folded in envelope 25 x 32 cm., https://doi.org/10.3133/mf1589B.","productDescription":"1 map ;42 x 42 cm., on sheet 66 x 106 cm., folded in envelope 25 x 32 cm.","costCenters":[],"links":[{"id":106091,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_7507.htm","linkFileType":{"id":5,"text":"html"},"description":"7507"},{"id":187302,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"0","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -115,48.8675 ], [ -115,49 ], [ -114.75,49 ], [ -114.75,48.8675 ], [ -115,48.8675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a575","contributors":{"authors":[{"text":"Whipple, J. W.","contributorId":61477,"corporation":false,"usgs":true,"family":"Whipple","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":265163,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26232,"text":"wri844058 - 1984 - Estimation of streamflow for selected sites on the Carson and Truckee rivers in California and Nevada, 1944-80","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri844058","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4058","title":"Estimation of streamflow for selected sites on the Carson and Truckee rivers in California and Nevada, 1944-80","docAbstract":"Daily mean and monthly discharges were estimated for 10 sites on the Carson and Truckee Rivers for periods of incomplete records and for tributary sites affected by reservoir regulation. On the basis of the hydrologic characteristics, stream-flow data for a water year were grouped by month or season for subsequent regression analysis. In most cases, simple linear regressions adequately defined a relation of streamflow between gaging stations, but in some instances a nonlinear relation for several months of the water year was derived. Statistical data are presented to indicate the reliability of the estimated streamflow data. Records of discharges including historical and estimated data for the gaging stations for the water years 1944-80 are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844058","usgsCitation":"Blodgett, J.C., Oltmann, R., and Poeschel, K., 1984, Estimation of streamflow for selected sites on the Carson and Truckee rivers in California and Nevada, 1944-80: U.S. Geological Survey Water-Resources Investigations Report 84-4058, iv, 223 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844058.","productDescription":"iv, 223 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121907,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4058/report-thumb.jpg"},{"id":55031,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4058/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649fe2","contributors":{"authors":[{"text":"Blodgett, J. C.","contributorId":32154,"corporation":false,"usgs":true,"family":"Blodgett","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196026,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oltmann, R.N.","contributorId":69164,"corporation":false,"usgs":true,"family":"Oltmann","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":196027,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Poeschel, K.R.","contributorId":98715,"corporation":false,"usgs":true,"family":"Poeschel","given":"K.R.","affiliations":[],"preferred":false,"id":196028,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2675,"text":"wsp2212 - 1984 - Water quality in the New River from Calexico to the Salton Sea, Imperial County, California","interactions":[],"lastModifiedDate":"2022-12-12T21:58:23.002753","indexId":"wsp2212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"2212","title":"Water quality in the New River from Calexico to the Salton Sea, Imperial County, California","docAbstract":"The New River enters the United States at Calexico, Calif., after it crosses the international boundary. Water-quality data from routine collection indicated that the New River was degraded by high organic and bacterial content. Intensive sampling for chemical and physical constituents and properties of the river was done May 9-13, 1977, to quantify the chemical composition of the water and to identify water-quality problems. \r\n\r\nConcentrations of total organic carbon in the New River at Calexico ranged from 80 to 161 milligrams per liter and dissolved organic carbon ranged from 34 to 42 milligrams per liter; the maximum chemical oxygen demand was 510 milligrams per liter. Intensive sampling for chemical and biological characteristics was done in the New River from May 1977 to June 1978 to determine the occurrence of the organic material and its effects on downstream water quality. \r\n\r\nDissolved-oxygen concentration was measured along longitudinal profiles of the river from Calexico to the Salton Sea. A dissolved-oxygen sag downstream from the Calexico gage varied seasonally. The sag extended farther downstream and had lower concentrations of dissolved oxygen during the summer months than during the winter months. The sag of zero dissolved-oxygen concentration extended 26 miles in July 1977. In December 1976, the sag extended 20 miles but the minimum dissolved-oxygen concentration was 2.5 milligrams per liter. The greatest diel (24-hour) variation in dissolved-oxygen concentration occurred in the reach from the Calexico gage to Lyons Crossing, 8.8 miles downstream. High concentrations of organic material were detected as far as Highway 80, 19.5 miles downstream from the international boundary. \r\n\r\nBiological samples analyzed for benthic invertebrates showed that water at the Calexico and Lyons Crossing sites, nearest the international boundary, was of such poor quality that very few bottom-dwelling organisms could survive. Although the water was of poor quality at Keystone Road, 36 miles downstream, it was able to support a benthic community. The April sample had more than 9,150 organisms on a multiplate sampler, 8,770 of which were of one species. Farther downstream at the Westmorland gage, the water quality, as indicated by the number and diversity of organisms, had improved over that at the Keystone site. The Alamo River at its outlet to the Salton Sea--the control site--had the greatest diversity of all the study sites. This diversity, when compared with the diversity at the Westmorland gage, indicated that the effects of the degraded water quality observed at the New River at Calexico are detected as far as 62 miles downstream. Standard bacteria indicator tests indicate that fecal contamination exists in the New River. Counts of fecal coliform bacteria ranged from 180,000 to 2,800,000 colonies per 100 milliliters for the 20-mile reach from Calexico to Highway 80, and fecal streptococcal bacteria ranged from 5,000 to 240,000 colonies per 100 milliliters.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2212","usgsCitation":"Setmire, J.G., 1984, Water quality in the New River from Calexico to the Salton Sea, Imperial County, California: U.S. Geological Survey Water Supply Paper 2212, iv, 42 p., https://doi.org/10.3133/wsp2212.","productDescription":"iv, 42 p.","numberOfPages":"46","costCenters":[],"links":[{"id":410325,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25472.htm","linkFileType":{"id":5,"text":"html"}},{"id":138262,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2212/report-thumb.jpg"},{"id":29025,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","city":"Calexico","otherGeospatial":"New River, Salton Sea","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -115.76476950261613,\n              33.20524890046873\n            ],\n            [\n              -115.76476950261613,\n              32.6695879689143\n            ],\n            [\n              -115.37091000447533,\n              32.6695879689143\n            ],\n            [\n              -115.37091000447533,\n              33.20524890046873\n            ],\n            [\n              -115.76476950261613,\n              33.20524890046873\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602b29","contributors":{"authors":[{"text":"Setmire, James G.","contributorId":105284,"corporation":false,"usgs":true,"family":"Setmire","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145595,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25126,"text":"cir930B - 1984 - International strategic minerals inventory summary report; chromium","interactions":[],"lastModifiedDate":"2018-11-05T10:20:12","indexId":"cir930B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"930","chapter":"B","title":"International strategic minerals inventory summary report; chromium","docAbstract":"Major world resources of chromium, a strategic mineral commodity, are described in this summary report of information in the International Strategic Minerals Inventory {ISMI}. ISMI is a cooperative data-collection effort of earth-science and mineral-resource agencies in Australia, Canada, the Federal Republic of Germany, the Republic of South Africa, and the United States of America. This report, designed to be of benefit to policy analysts, contains two parts. Part I presents an overview of the resources and potential supply of chromium on the basis of inventory information. Part II contains tables of some of the geologic information and mineral-resource and production data that were collected by ISMI participants.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir930B","usgsCitation":"DeYoung, J., Lee, M.P., and Lipin, B., 1984, International strategic minerals inventory summary report; chromium: U.S. Geological Survey Circular 930, v. :ill. ;26 cm.; 41 p., https://doi.org/10.3133/cir930B.","productDescription":"v. :ill. ;26 cm.; 41 p.","costCenters":[{"id":245,"text":"Eastern Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"links":[{"id":54106,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0930b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122560,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0930b/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0829","contributors":{"authors":[{"text":"DeYoung, J.H. Jr.","contributorId":86367,"corporation":false,"usgs":true,"family":"DeYoung","given":"J.H.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":193259,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lee, M. P.","contributorId":40198,"corporation":false,"usgs":true,"family":"Lee","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":193257,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lipin, B. R.","contributorId":61031,"corporation":false,"usgs":true,"family":"Lipin","given":"B. R.","affiliations":[],"preferred":false,"id":193258,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26088,"text":"wri844276 - 1984 - Flood-profile analysis, Big Darby Creek at State Route 762, Orient, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844276","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4276","title":"Flood-profile analysis, Big Darby Creek at State Route 762, Orient, Ohio","docAbstract":"The U.S. Geological Survey, in cooperation with the Ohio Department of Transportation, made a hydraulic analysis of the 25- and 100-year floods on Big Darby Creek where State Route 762 crosses the stream at Orient, Ohio. Two proposed bridge plans were analyzed to determine the effects on flood profiles subsequent to the placement of a 376-foot-long, four-span deck bridge across the stream 90 feet upstream of the existing State Route 762 bridge. In plan 1, the brigde is set at a 25-degrees skew to the river and at sufficient elevation to pass the 100-year flood below it. In plan 2, the skew is 28 degrees and elevations are 3 feet lower than in plan 1, which result in partial submergence of the bridge during the 100-year flood.\r\n\r\nThis analysis shows that the 25-year flood profiles upstream of the new bridge would increase by 0.4 foot if plan 1 is adopted and by 0.3 foot if plan 2 is adopted. Both profiles converge with the present-condition profiles 5,750 feet upstream. The profiles for the 100-year flood would increase by 0.6 foot plan 1 and 1.1 feet for plan 2. This additional backwater affects profiles is 0.1 foot higher than for present conditions, and the plan 2 profile is 0.2 foot higher than profiles for present conditions.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844276","usgsCitation":"Bartlett, W., and Sherwood, J.M., 1984, Flood-profile analysis, Big Darby Creek at State Route 762, Orient, Ohio: U.S. Geological Survey Water-Resources Investigations Report 84-4276, iii, 12 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844276.","productDescription":"iii, 12 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124151,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4276/report-thumb.jpg"},{"id":54857,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4276/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6049b6","contributors":{"authors":[{"text":"Bartlett, W.P.","contributorId":76780,"corporation":false,"usgs":true,"family":"Bartlett","given":"W.P.","affiliations":[],"preferred":false,"id":195777,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sherwood, J. M.","contributorId":83554,"corporation":false,"usgs":true,"family":"Sherwood","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195778,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}