{"pageNumber":"4518","pageRowStart":"112925","pageSize":"25","recordCount":165626,"records":[{"id":29437,"text":"wri854175 - 1985 - Estimation of flood peaks from channel characteristics in Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri854175","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":"85-4175","title":"Estimation of flood peaks from channel characteristics in Ohio","docAbstract":"Regression equations were developed to estimate flood peaks with selected recurrence intervals of 2 to 100 years for Ohio streams with alluvial and bedrock channels. CHannel-geometry characteristics, rather than basin characteristics, were used as independent variables. Width of active channel was the only channel-geometry characteristic significant at the 5-percent level in the estimating equations for alluvial channels. Standard errors of estimate for those equations range for the 100-year flood peak. The equations were developed from data collected at 142 gaging stations that have active-channel widths ranging from 2 to 495 feet.\r\n\r\nFor streams with bedrock or firm channels, depth of the bankfull channel and active-channel width were statistically significant characteristics at the 5-percent level for all but the 2-year recurrence interval flood-peak equation, for which only active-channel width was statistically significant. Standard errors of estimate range from 33 percent for the 5-year flood peak to 40 percent for the 100-year flood peak when both significant variables are included in the equations. Standard errors of estimate range from 36 percent to 46 percent when only the active-channel width independent variable is used. These equations are based on channel-geometry data collected at 20 gaging stations that have active-channel widths ranging from 14 to 240 feet and average bankfull-channel depths ranging from 2.5 to 9.2 feet.\r\n\r\nChannel-geometry characteristics also were measured at 168 ungaged sites to provide information that can be used to better define the geographic-area boundaries in three areas of Ohio where the boundaries were previously defined in a flood magnitude and frequency report.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854175","usgsCitation":"Roth, D., 1985, Estimation of flood peaks from channel characteristics in Ohio: U.S. Geological Survey Water-Resources Investigations Report 85-4175, iv, 63 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854175.","productDescription":"iv, 63 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124077,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4175/report-thumb.jpg"},{"id":58282,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4175/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb2ee","contributors":{"authors":[{"text":"Roth, D.K.","contributorId":60275,"corporation":false,"usgs":true,"family":"Roth","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":201525,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30292,"text":"wri854189 - 1985 - Selected methods for dissolved iron (II, III) and dissolved sulfide (-II) determinations in geothermal waters","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri854189","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":"85-4189","title":"Selected methods for dissolved iron (II, III) and dissolved sulfide (-II) determinations in geothermal waters","docAbstract":"Dissolved sulfide (-II) and dissolved iron (II, III) were determined in geothermal well water samples collected at Cerro Prieto, Mexico. Most samples consisted of liquid and gas (two phases) at the instant of collection; and a subset of samples, referred to as ' flashed ' samples, consisted of pressurized steam samples which were allowed to condense. Sulfide was determined by sulfide specific ion electrode; Fe(II) and Fe(III) plus Fe(II) were determined spectrophotometrically. The precision and accuracy of the methods were evaluated for these high-silica waters with replicate analyses, spike recoveries, and an alternate method. Direct current (d.c.) argon plasma emission spectrometry was the alternate method used for Fe(III)-plus-Fe(II) analyses. Mean dissolved iron concentrations ranged from 20.2 to 834 micrograms/L (ug/L) as Fe(II) and 26.8 to 904 ug/L as Fe(III) plus Fe(II). Mean sulfide concentrations ranged from about 0.01 to 5.3 mg/L (S-II) Generally, higher S(-II) values and larger Fe(II)/Fe(III) ratios were found in the two-phase samples. These findings suggest that the ' flashed ' samples are at a less reduced state than the two-phase samples. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Services Section, Western Distribution Branch, U.S. Geological Survey [distributor],","doi":"10.3133/wri854189","usgsCitation":"Vivit, D., and Jenne, E., 1985, Selected methods for dissolved iron (II, III) and dissolved sulfide (-II) determinations in geothermal waters: U.S. Geological Survey Water-Resources Investigations Report 85-4189, iv, 16 p. ;28 cm., https://doi.org/10.3133/wri854189.","productDescription":"iv, 16 p. ;28 cm.","costCenters":[],"links":[{"id":159851,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4189/report-thumb.jpg"},{"id":59082,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4189/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3f8d","contributors":{"authors":[{"text":"Vivit, D.V.","contributorId":28609,"corporation":false,"usgs":true,"family":"Vivit","given":"D.V.","email":"","affiliations":[],"preferred":false,"id":203002,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jenne, E. A.","contributorId":45716,"corporation":false,"usgs":true,"family":"Jenne","given":"E. A.","affiliations":[],"preferred":false,"id":203003,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29147,"text":"wri854148 - 1985 - Collecting, preparing, crossdating, and measuring tree increment cores","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri854148","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":"85-4148","title":"Collecting, preparing, crossdating, and measuring tree increment cores","docAbstract":"Techniques for collecting and handling increment tree cores are described. Procedures include those for cleaning and caring for increment borers, extracting the sample from a tree, core surfacing, crossdating, and measuring. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854148","usgsCitation":"Phipps, R., 1985, Collecting, preparing, crossdating, and measuring tree increment cores: U.S. Geological Survey Water-Resources Investigations Report 85-4148, vii, 48 p. :ill. ;28 cm., https://doi.org/10.3133/wri854148.","productDescription":"vii, 48 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":126539,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4148/report-thumb.jpg"},{"id":58021,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4148/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae917","contributors":{"authors":[{"text":"Phipps, R.L.","contributorId":23985,"corporation":false,"usgs":true,"family":"Phipps","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":201021,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30295,"text":"wri844355 - 1985 - A gazetteer of surface-mine lakes, Eastern Interior Coal Province, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri844355","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":"84-4355","title":"A gazetteer of surface-mine lakes, Eastern Interior Coal Province, Illinois","docAbstract":"Hundreds of lakes have been formed as a result of surface mining in Area 35 of the Eastern Interior Coal Province in Illinois. This gazetteer contains physical and chemical data from 107 surface-mine lakes sampled from June through August 1983. Information collected includes location, morphology, and vertical profile measurements of water quality of the lakes. Sampled lakes range in size from 8.8 to 210 acres, and are from 4.0 to 92.0 feet deep. Maximum widths range from 0.03 to 0.35 mile, and maximum lengths range from 0.27 to 3.08 miles. Some lake waters were stratified, whereas others were completely mixed. General water quality differed widely among the lakes. Specific conductances ranged from 130 to 7,800 micromhos per centimeter (at 25 degrees Celsius). Specific conductances of 2 ,000 to 5,000 micromhos per centimeter were most prevalent. The pH values ranged from 1.8 to 9.6 at the surface, whereas bottom measurements ranged from 2.0 to 8.5. Water temperatures near the surface ranged from 22.5 degrees Celsius in June to 34.5 degrees Celsius in August. Dissolved-oxygen concentrations differed greatly among the lakes; concentrations near the surface ranged from 6.0 to 13.2 milligrams per liter. Transparencies ranged from 0.3 to 35.4 feet. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844355","usgsCitation":"Voelker, D.C., 1985, A gazetteer of surface-mine lakes, Eastern Interior Coal Province, Illinois: U.S. Geological Survey Water-Resources Investigations Report 84-4355, iv, 81 p. :maps ;29 x 44 cm., https://doi.org/10.3133/wri844355.","productDescription":"iv, 81 p. :maps ;29 x 44 cm.","costCenters":[],"links":[{"id":123636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4355/report-thumb.jpg"},{"id":59084,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4355/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae6b6","contributors":{"authors":[{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203007,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29161,"text":"wri854083 - 1985 - Estimation of vertical hydraulic conductivity of the clay layer between the Eutaw and Gordo aquifers in the vicinity of Faunsdale, Marengo County, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri854083","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":"85-4083","title":"Estimation of vertical hydraulic conductivity of the clay layer between the Eutaw and Gordo aquifers in the vicinity of Faunsdale, Marengo County, Alabama","docAbstract":"The vertical hydraulic conductivity of the confining bed between the Eutaw and Gordo aquifers in the vicinity of Faunsdale, in northeast Marengo County, Alabama, is 1x10(-5) foot per day or less. Modeling vertical conductivities larger than 1x50(-5) foot per day produced drawdowns in the Eutaw aquifer greater than those observed in a test where 750 gallons per minute were pumped from the Gordo aquifer. Modeling has shown that vertical hydraulic conductivity of the confining bed is the controlling factor on the drawdown in the Eutaw aquifer. At equilibrium (steady-state) pumping 750 gallons per minute there was 3 feet of drawdown in the Eutaw aquifer with a confining bed conductivity of 1x10(-5) foot per day. When the conductivity was decreased to 1x10(-6) foot per day drawdown in the Eutaw aquifer was only 0.35 foot. A conductivity of 1x10(-5) foot per day in the 48-hour simulation reproduced the drawdown in the well from the 48-hour pumping test, but the conductivity may be as small as an untested 1x10(-6) foot per day. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854083","usgsCitation":"Planert, M., and Sparkes, A., 1985, Estimation of vertical hydraulic conductivity of the clay layer between the Eutaw and Gordo aquifers in the vicinity of Faunsdale, Marengo County, Alabama: U.S. Geological Survey Water-Resources Investigations Report 85-4083, v, 23 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854083.","productDescription":"v, 23 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119021,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4083/report-thumb.jpg"},{"id":58036,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4083/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb19b","contributors":{"authors":[{"text":"Planert, Michael","contributorId":56659,"corporation":false,"usgs":true,"family":"Planert","given":"Michael","email":"","affiliations":[],"preferred":false,"id":201055,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sparkes, A.K.","contributorId":104943,"corporation":false,"usgs":true,"family":"Sparkes","given":"A.K.","email":"","affiliations":[],"preferred":false,"id":201056,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28641,"text":"wri844239 - 1985 - Potential effects of surface coal mining on the hydrology of the Horse Creek area, Sheridan and Moorhead coal fields, southeastern Montana","interactions":[],"lastModifiedDate":"2022-01-06T22:58:50.636271","indexId":"wri844239","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":"84-4239","title":"Potential effects of surface coal mining on the hydrology of the Horse Creek area, Sheridan and Moorhead coal fields, southeastern Montana","docAbstract":"The Horse Creek area of the Sheridan and Moorhead coal fields, 16 miles east of the Decker Coal Mines near the Tongue River, contains large reserves of Federally owned coal that have been identified for potential lease sale. A hydrologic study was conducted in the area to describe existing hydrologic systems and to assess potential impacts of surface coal mining on local water resources. Hydrologic data collected from private wells, observation wells, test holes, and springs indicate that the aquifers are primarily coal and sandstone beds in the upper part of the Tongue River Member of the Fort Union Formation (Paleocene age) and sand and gravel of valley alluvium (Pleistocene and Holocene age). Surface-water resources are mostly limited to a few stock ponds receiving discharge from springs in the higher ports of the area. Two stock wells, one spring, and three stock ponds receiving discharge from springs supply most of the water used within the Horse Creek basin; the only use is watering of livestock. Mining of the Anderson and Dietz coal beds would destroy one stock well and two ponds receiving discharge from springs, and would lower the potentiometric surface within the coal and sandstone aquifers. Although mining would alter existing hydrologic systems, alternative deeper water supplies are available. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844239","usgsCitation":"McClymonds, N.E., 1985, Potential effects of surface coal mining on the hydrology of the Horse Creek area, Sheridan and Moorhead coal fields, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4239, v, 61 p., https://doi.org/10.3133/wri844239.","productDescription":"v, 61 p.","costCenters":[],"links":[{"id":57476,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4239/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120072,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4239/report-thumb.jpg"},{"id":393996,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36088.htm"}],"country":"United States","state":"Montana","otherGeospatial":"Horse Creek area, Sheridan and Moorhead coal fields","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.492,\n              45.075\n            ],\n            [\n              -106.305,\n              45.075\n            ],\n            [\n              -106.305,\n              45.158\n            ],\n            [\n              -106.492,\n              45.158\n            ],\n            [\n              -106.492,\n              45.075\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a83d1","contributors":{"authors":[{"text":"McClymonds, N. E.","contributorId":94653,"corporation":false,"usgs":true,"family":"McClymonds","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200160,"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":30559,"text":"wri844044 - 1985 - Aquifer tests in west-central Florida, 1952-76","interactions":[],"lastModifiedDate":"2012-02-02T00:09:09","indexId":"wri844044","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":"84-4044","title":"Aquifer tests in west-central Florida, 1952-76","docAbstract":"The ground-water system in west-central Florida is composed of, in descending order, the surficial (usually unconfined) aquifer, intermediate aquifer and confining beds, Floridan aquifer, and lower confining bed. Aquifer test data were analyzed to determine transmissivity, storage coefficient, leakance, and vertical hydraulic conductivity of the aquifers and confining beds. Transmissivities obtained from 29 aquifer tests range from 1,900 to 920,000 feet squared per day for parts of the Floridan aquifer, about 740 to 7,800 feet squared per day for the intermediate aquifer, and about 220 to 600 feet squared per day for the surficial aquifer. Storage coefficients obtained from aquifer tests range from 0.00013 to 0.0015 for the Floridan aquifer, 0.00005 to 0.00017 for the intermediate aquifer, and 0.004 to 0.02 for the surficial aquifer. The values of leakance obtained from aquifer tests range from 0.00005 to 0.009 feet per day per foot for the Floridan and 0.0002 to 0.0007 feet per day per foot for the intermediate aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844044","usgsCitation":"Wolansky, R., and Corral, M.A., 1985, Aquifer tests in west-central Florida, 1952-76: U.S. Geological Survey Water-Resources Investigations Report 84-4044, vi, 127 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844044.","productDescription":"vi, 127 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4044/report-thumb.jpg"},{"id":59325,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f1c","contributors":{"authors":[{"text":"Wolansky, R. M.","contributorId":89163,"corporation":false,"usgs":true,"family":"Wolansky","given":"R. M.","affiliations":[],"preferred":false,"id":203454,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Corral, M. A.","contributorId":25201,"corporation":false,"usgs":true,"family":"Corral","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203453,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28882,"text":"wri854273 - 1985 - Water-level declines in the Amargosa Valley area, Nye County, Nevada, 1962-84","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri854273","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":"85-4273","title":"Water-level declines in the Amargosa Valley area, Nye County, Nevada, 1962-84","docAbstract":"Groundwater flow in the Amargosa Valley area is in Nevada complex and involves a valley fill aquifer and an underlying carbonate rock aquifer. Groundwater development in the area is in the valley fill aquifer, about 10 mi. south-west of Lathrop Wells. Water levels measured in selected wells in the area in 1984 are lower than those measured in 1962, demonstrating that water levels have undergone a net decline since 1962. An implied water level rise and resulting groundwater mound suggested on a map from a U.S. Bureau of Reclamation report appear to be based on the inadvertent misplotting of two wells. Data presented in this report indicate that the implied mound does not exist. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Services Section, U.S. Geological Survey [distributor],","doi":"10.3133/wri854273","usgsCitation":"Nichols, W.D., and Akers, J.P., 1985, Water-level declines in the Amargosa Valley area, Nye County, Nevada, 1962-84: U.S. Geological Survey Water-Resources Investigations Report 85-4273, v, 7 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854273.","productDescription":"v, 7 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123287,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4273/report-thumb.jpg"},{"id":57755,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4273/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e9e4b07f02db5e933c","contributors":{"authors":[{"text":"Nichols, W. D.","contributorId":73220,"corporation":false,"usgs":true,"family":"Nichols","given":"W.","middleInitial":"D.","affiliations":[],"preferred":false,"id":200554,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Akers, J. P.","contributorId":82678,"corporation":false,"usgs":true,"family":"Akers","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200555,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30469,"text":"wri844294 - 1985 - Results of geohydrologic test drilling in the eastern Snake River Plain, Gooding County, Idaho","interactions":[],"lastModifiedDate":"2013-11-21T13:46:24","indexId":"wri844294","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":"84-4294","title":"Results of geohydrologic test drilling in the eastern Snake River Plain, Gooding County, Idaho","docAbstract":"A 1,123-foot test hole was core drilled near Wendell, Idaho, during 1981-82 as part of the Snake River Plain regional aquifer study. An upper basalt unit, an intermediate unconsolidated sedimentary rock unit, and a lower basalt unit were penetrated by the test hole. Drilling verified that the upper several hundred feet of high-resistivity material, as determined by surface electrical soundings, is basalt. Core examination, laboratory analysis, and correlation with other drill holes indicated that the basalt is typical of Quaternary basalt of the Snake River Group. Quaternary basalt in the test hole is 200 feet thick. Correlation with other drill holes and comparison with rock outcrops near the Snake River and in the Snake River canyon suggest that the underlying sediments and lower basalt unit are parts of the Tertiary and Quaternary Glenns Ferry Formation and Tertiary Banbury Basalt. Piezometers in the hole verify upward movement of water in a major discharge area for the regional aquifer. Hydraulic head in the bottom of the hole is about 155 feet higher than the water table. Lithologic sequence in the test hole correlates well with sequences in deep drill holes at scattered locations on the plain. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844294","collaboration":"Prepared as part of the Snake River Plain Regional Aquifer-Systems Analysis Study","usgsCitation":"Whitehead, R., and Lindholm, G.F., 1985, Results of geohydrologic test drilling in the eastern Snake River Plain, Gooding County, Idaho: U.S. Geological Survey Water-Resources Investigations Report 84-4294, Report: ii, 30 p.; 1 Plate: 25.19 x 22.52 inches, https://doi.org/10.3133/wri844294.","productDescription":"Report: ii, 30 p.; 1 Plate: 25.19 x 22.52 inches","numberOfPages":"34","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":159829,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4294/report-thumb.jpg"},{"id":59251,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4294/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59252,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4294/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","county":"Gooding County","otherGeospatial":"Snake River Plain","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -115.0,42.0 ], [ -115.0,44.25 ], [ -111.5,44.25 ], [ -111.5,42.0 ], [ -115.0,42.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0fe4b07f02db5feee5","contributors":{"authors":[{"text":"Whitehead, R.L.","contributorId":34891,"corporation":false,"usgs":true,"family":"Whitehead","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":203302,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindholm, G. F.","contributorId":88763,"corporation":false,"usgs":true,"family":"Lindholm","given":"G.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":203303,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30542,"text":"wri854060 - 1985 - Surface-water quality of coal-mine lands in Raccoon Creek Basin, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri854060","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":"85-4060","title":"Surface-water quality of coal-mine lands in Raccoon Creek Basin, Ohio","docAbstract":"The Ohio Department of Natural Resources, Division of Reclamation, plans to reclaim abandoned surface mines in the Raccoon Creek watershed in southern Ohio. Historic water-quality data collected between 1975 and 1983 were complied and analyzed in terms of eight selected mine-drainage characteristics to develop a data base for individual subbasin reclamation projects. Areas of mine drainage affecting Raccoon Creek basin, the study Sandy Run basin, the Hewett Fork basin, and the Little raccoon Creek basin.\r\n\r\nSurface-water-quality samples were collected from a 41-site network from November 1 through November 3, 1983, Results of the sampling reaffirmed that the major sources of mine drainage to Raccoon Creek are in the Little Raccoon Creek basin, and the Hewett Fork basin. However, water quality at the mouth of Sandy Run indicated that it is not a source of mine drainage to Raccoon Creek.\r\n\r\nBuffer Run, Goose Run, an unnamed tributary to Little Raccoon Creek, Mulga Run, and Sugar Run were the main sources of mine drainage sampled in the Little Raccoon Creek basin. All sites sampled in the East Branch Raccoon Creek basin were affected by mine drainage.\r\n\r\nThis information was used to prepare a work plan for additional data collection before, during, and after reclamation. The data will be used to define the effectiveness of reclamation effects in the basin.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854060","usgsCitation":"Wilson, K.S., 1985, Surface-water quality of coal-mine lands in Raccoon Creek Basin, Ohio: U.S. Geological Survey Water-Resources Investigations Report 85-4060, v, 61 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854060.","productDescription":"v, 61 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160710,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4060/report-thumb.jpg"},{"id":59318,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4060/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686893","contributors":{"authors":[{"text":"Wilson, K. S.","contributorId":41042,"corporation":false,"usgs":true,"family":"Wilson","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":203430,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29164,"text":"wri844135 - 1985 - Water-supply potential of the Floridan aquifer in Osceola, eastern Orange, and southwestern Brevard counties, Florida","interactions":[],"lastModifiedDate":"2022-09-21T19:10:10.406041","indexId":"wri844135","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":"84-4135","title":"Water-supply potential of the Floridan aquifer in Osceola, eastern Orange, and southwestern Brevard counties, Florida","docAbstract":"<p>The city of Melbourne and adjacent areas in south Brevard County obtain their water supply from Lake Washington. As of 1982, the lake could provide a maximum of 15 million gallons per day but the projected need for the year 2000 is nearly three times that amount. As one alternative for a future water supply, this study investigated with a digital model, the potential yields of well fields completed in the Floridan aquifer. Seven pumping schemes were simulated with the digital model. Each simulation was made under steady-state conditions so that storage properties of the ground-water system were not included. The most advantageous area for ground-water development was in central Osceola County. Poor quality of water precluded locating a well field within Brevard County. If the ground-water alternative is chosen for the future supply, an observation well network is advisable to monitor head changes; chloride concentration trends east of the pumping centers; and chloride concentration trends in zones below the pumped zone.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844135","usgsCitation":"Planert, M., and Aucott, W.R., 1985, Water-supply potential of the Floridan aquifer in Osceola, eastern Orange, and southwestern Brevard counties, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4135, vi 69 p., https://doi.org/10.3133/wri844135.","productDescription":"vi 69 p.","costCenters":[],"links":[{"id":407159,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36012.htm","linkFileType":{"id":5,"text":"html"}},{"id":58039,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4135/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126354,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4135/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Brevard County, Orange County, Osceola County","otherGeospatial":"Floridan aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.662,\n              27.819\n            ],\n            [\n              -80.537,\n              27.819\n            ],\n            [\n              -80.537,\n              28.585\n            ],\n            [\n              -81.662,\n              28.585\n            ],\n            [\n              -81.662,\n              27.819\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d50","contributors":{"authors":[{"text":"Planert, Michael","contributorId":56659,"corporation":false,"usgs":true,"family":"Planert","given":"Michael","email":"","affiliations":[],"preferred":false,"id":201060,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Aucott, W. R.","contributorId":64288,"corporation":false,"usgs":true,"family":"Aucott","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201061,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29885,"text":"wri854336 - 1985 - Ground-water flow and solute transport in the Equus beds area, south-central Kansas, 1940-79","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri854336","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":"85-4336","title":"Ground-water flow and solute transport in the Equus beds area, south-central Kansas, 1940-79","docAbstract":"Water levels have declined about 30 ft from 1940 to 1980 in part of the Equus beds aquifer in south-central Kansas where the city of Wichita operates a well field. A three-dimensional, finite-difference, groundwater flow model was developed to: (1) Reproduce hydrologic conditions in the flow system between the Equus beds aquifer and the underlying Wellington aquifer from 1940 to 1980, and (2) simulate the effect that future withdrawals could have on water supply in the Equus beds aquifer and on relationships between water levels in the Equus beds aquifer and the Wellington aquifer from 1980 to 2020. The model favorably reproduced both measured water levels and streamflow gains in the Equus beds aquifer for 1971 and 1980, and measured water levels in the Wellington aquifer. The flow model then was used to simulate the effects of five pumping alternatives based on rates of withdrawal by wells from 1971-79. For the first alternative, withdrawal rates were decreased by one-half. Projected saturated thickness in the aquifer and streamflow gain were the greatest among the five alternatives. For the second alternative, withdrawal rates for 1971-79 were continued. Compared to results from the first alternative, saturated thickness was projected to decline from 10 to 40 ft in some areas, and streamflow gains were maintained for the Arkansas and Little Arkansas Rivers. A two-dimensional, finite-difference, solute-transport model was developed to: (1) Reproduce the movement of chloride ion in part of the Equus beds aquifer, including the Wichita municipal well field, from 1940 to 1980, and (2) simulate the effect that future withdrawal rates could have on the concentration of chloride ion from 1980 to 2020. Sources of the chloride ion were oilfield brine disposed from 1932-43 that is moving toward the well field and water in the Arkansas River. Each simulation projected an increase in the concentration of chloride ion in the Wichita well field. The projections indicated that a continuous 1,000 mg/L source of chloride ion in streamflow losses from the Arkansas River had a greater effect on increasing chloride-ion concentrations in the Wichita well field than did the movement of residual oilfield brine. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854336","usgsCitation":"Spinazola, J., Gillespie, J.B., and Hart, R.J., 1985, Ground-water flow and solute transport in the Equus beds area, south-central Kansas, 1940-79: U.S. Geological Survey Water-Resources Investigations Report 85-4336, x, 68 p. :ill., maps (1 col.) ;28 cm., https://doi.org/10.3133/wri854336.","productDescription":"x, 68 p. :ill., maps (1 col.) ;28 cm.","costCenters":[],"links":[{"id":160113,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4336/report-thumb.jpg"},{"id":58693,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4336/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58694,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4336/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b08e4b07f02db69b80e","contributors":{"authors":[{"text":"Spinazola, J. M.","contributorId":32574,"corporation":false,"usgs":true,"family":"Spinazola","given":"J. M.","affiliations":[],"preferred":false,"id":202297,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gillespie, James B.","contributorId":72809,"corporation":false,"usgs":true,"family":"Gillespie","given":"James","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":202299,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hart, R. J.","contributorId":62607,"corporation":false,"usgs":true,"family":"Hart","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202298,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29953,"text":"wri854047 - 1985 - Computer program for the computation of total sediment discharge by the modified Einstein procedure","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri854047","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":"85-4047","title":"Computer program for the computation of total sediment discharge by the modified Einstein procedure","docAbstract":"Two versions of a computer program to compute total sediment discharge by the modified Einstein procedure are presented. The FORTRAN 77 language version is for use on the PRIME computer, and the BASIC language version is for use on most microcomputers. The program contains built-in limitations and input-output options that closely follow the original modified Einstein procedure. Program documentation and listings of both versions of the program are included. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854047","usgsCitation":"Stevens, H., 1985, Computer program for the computation of total sediment discharge by the modified Einstein procedure: U.S. Geological Survey Water-Resources Investigations Report 85-4047, 77 p.  :ill. ;28 cm., https://doi.org/10.3133/wri854047.","productDescription":"77 p.  :ill. ;28 cm.","costCenters":[],"links":[{"id":119461,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4047/report-thumb.jpg"},{"id":58772,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7d96","contributors":{"authors":[{"text":"Stevens, H.H.","contributorId":90347,"corporation":false,"usgs":true,"family":"Stevens","given":"H.H.","affiliations":[],"preferred":false,"id":202420,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29166,"text":"wri844102 - 1985 - Potentiometric surface and water quality in the Principal Aquifer, Mississippian Plateaus region, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri844102","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":"84-4102","title":"Potentiometric surface and water quality in the Principal Aquifer, Mississippian Plateaus region, Kentucky","docAbstract":"The Mississippian Plateaus region is the outcrop area of rocks of Mississippian age which extends as a broad arcuate band around the Western Coal Field in westcentral Kentucky. Much of the area is characterized by plains of low relief containing numerous sinkholes, subsurface drainage, and a low density of surface streams. The principal aquifer consists of a thick sequence of limestones extending downward stratigraphically from the base of the Chesterian Series to the black shales at the top of the Devonian rocks. Well yields range from several gallons per minute to as much as 500 gallons per minute in some karst areas where secondary openings are well developed. The potentiometric map indicates that ground-water movement generally conforms to the surface drainage pattern. The actual direction of movement varies from river basin to river basin. Most water from the principal aquifer is a calcium magnesium bicarbonate type and is generally good relative to current drinking water standards. The lower St Louis Limestone, in places, yields a calcium magnesium sulfate water that is corrosive and has a strong hydrogen sulfide odor. The karst areas of the principal aquifer are vulnerable to contamination because of the well-developed subsurface drainage. Urban areas, industries, and agriculture are sources of contaminants that can be easily flushed into the ground-water system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844102","usgsCitation":"Plebuch, R., Faust, R., and Townsend, M., 1985, Potentiometric surface and water quality in the Principal Aquifer, Mississippian Plateaus region, Kentucky: U.S. Geological Survey Water-Resources Investigations Report 84-4102, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844102.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123889,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4102/report-thumb.jpg"},{"id":58040,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4102/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58041,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4102/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683092","contributors":{"authors":[{"text":"Plebuch, R. O.","contributorId":29429,"corporation":false,"usgs":true,"family":"Plebuch","given":"R. O.","affiliations":[],"preferred":false,"id":201063,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Faust, R.J.","contributorId":80700,"corporation":false,"usgs":true,"family":"Faust","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":201064,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Townsend, M.A.","contributorId":88785,"corporation":false,"usgs":true,"family":"Townsend","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":201065,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30127,"text":"wri854011 - 1985 - Annual suspended-sediment loads in the Colorado River near Cisco, Utah, 1930-82","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri854011","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":"85-4011","title":"Annual suspended-sediment loads in the Colorado River near Cisco, Utah, 1930-82","docAbstract":"The Colorado River upstream of gaging station 09180500 near Cisco, Utah, drains about 24,100 square miles in Utah and Colorado. Altitudes in the basin range from 12,480 feet near the headwaters to 4,090 feet at station 09180500. The average annual precipitation for 1894-1982 near the station was 7.94 inches. The average annual precipitation near the headwaters often exceeds 50 inches. Rocks ranging in age from Precambrian to Holocene are exposed in the drainage basin upstream from station 09180500. Shale, limestone, siltstone, mudstone, and sandstone probably are the most easily eroded rocks in the basin, and they contribute large quantities of sediment to the Colorado River. During 1930-82, the U.S. Geological Survey collected records of fluvial sediment at station 09180500. Based on these records, the mean annual suspended-sediment load was 11,390,000 tone, ranging from 2,038,000 tons in water year 1981 to 35,700,000 tons in water year 1938. The minimum daily load of 14 tons was on August 22, 1960, and the maximum daily load of 2,790,000 tons was on October 14, 1941. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854011","usgsCitation":"Thompson, K.R., 1985, Annual suspended-sediment loads in the Colorado River near Cisco, Utah, 1930-82: U.S. Geological Survey Water-Resources Investigations Report 85-4011, iv, 19 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854011.","productDescription":"iv, 19 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4011/report-thumb.jpg"},{"id":58932,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b7f7","contributors":{"authors":[{"text":"Thompson, K. R.","contributorId":92677,"corporation":false,"usgs":true,"family":"Thompson","given":"K.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202727,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29956,"text":"wri854020 - 1985 - Determination of diffusivities in the Rustler Formation from exploratory-shaft construction at the Waste Isolation Pilot Plant in southeastern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri854020","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":"85-4020","title":"Determination of diffusivities in the Rustler Formation from exploratory-shaft construction at the Waste Isolation Pilot Plant in southeastern New Mexico","docAbstract":"The construction of an exploratory shaft 12 feet in diameter into the Salado Formation (repository horizon for transuranic waste material) at the Waste Isolation Pilot Plant site in southeastern New Mexico affected water-levels in water-bearing zones above the repository horizon. By reading the construction history of the exploratory shaft, an approximation of construction-generated hydraulic stresses at the shaft was made. The magnitude of the construction-generated stresses was calibrated using the hydrographs from one hydrologic test pad. Whereas flow rates from the Magenta Dolomite and Culebra Dolomite Members in the Rustler Formation into the exploratory shaft were unknown, the ratio of transmissivity to storage (diffusivity) was determined by mathematically simulating the aquifers and the hydrologic stresses with flood-wave-response digital model. These results indicate that the Magenta Dolomite and Culebra Dolomite Members of the Rustler Formation can be modeled as homogeneous, isotropic, and confined water-bearing zones. One simple and consistent explanation, but by no means the only explanation, of the lack of a single diffusivity value in the Culebra aquifer is that the open-hole observation wells at the hydrologic test pads dampen the amplitude of water-level changes. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854020","usgsCitation":"Stevens, K., and Beyeler, W., 1985, Determination of diffusivities in the Rustler Formation from exploratory-shaft construction at the Waste Isolation Pilot Plant in southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 85-4020, v, 32 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854020.","productDescription":"v, 32 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123562,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4020/report-thumb.jpg"},{"id":58775,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66789e","contributors":{"authors":[{"text":"Stevens, Ken","contributorId":101264,"corporation":false,"usgs":true,"family":"Stevens","given":"Ken","email":"","affiliations":[],"preferred":false,"id":202426,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Beyeler, Walt","contributorId":92306,"corporation":false,"usgs":true,"family":"Beyeler","given":"Walt","email":"","affiliations":[],"preferred":false,"id":202425,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29320,"text":"wri834210 - 1985 - Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York; part 3: Development and application of southern Nassau County model","interactions":[],"lastModifiedDate":"2022-01-04T21:31:14.384008","indexId":"wri834210","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":"83-4210","title":"Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York; part 3: Development and application of southern Nassau County model","docAbstract":"<p>By 1990, sanitary sewers in Nassau County Sewage Disposal Districts 2 and 3 and Suffolk County Southwest Sewer District will discharge to the ocean 140 cu ft of water per second that would otherwise be returned to the groundwater system through septic tanks and similar systems. To evaluate the effects of this loss on groundwater levels and streamflow, the U.S. Geological Survey developed a groundwater flow model that couples a fine-scale subregional model to a regional model of a larger scale. The regional model generates flux boundary conditions for the subregional model, and the subregional model provides detail in the area of concern. Results indicate that the water table will decline by as much as 90% from conditions in the early 1970's. This report is one of a three-part series describing the predicted hydrologic effects of sewers in southern Nassau and southwestern Suffolk Counties.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834210","usgsCitation":"Reilly, T.E., and Buxton, H., 1985, Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York; part 3: Development and application of southern Nassau County model: U.S. Geological Survey Water-Resources Investigations Report 83-4210, vi, 41 p., https://doi.org/10.3133/wri834210.","productDescription":"vi, 41 p.","costCenters":[],"links":[{"id":393885,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35853.htm"},{"id":58161,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4210/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123395,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4210/report-thumb.jpg"}],"country":"United States","state":"New York","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              -73.74435424804688,\n              40.58997103470645\n            ],\n            [\n              -73.42300415039062,\n              40.58997103470645\n            ],\n            [\n              -73.42300415039062,\n              40.77950154452172\n            ],\n            [\n              -73.74435424804688,\n              40.77950154452172\n            ],\n            [\n              -73.74435424804688,\n              40.58997103470645\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610f06","contributors":{"authors":[{"text":"Reilly, T. E.","contributorId":79460,"corporation":false,"usgs":true,"family":"Reilly","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":201343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buxton, H. T.","contributorId":67873,"corporation":false,"usgs":true,"family":"Buxton","given":"H. T.","affiliations":[],"preferred":false,"id":201342,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28625,"text":"wri854063 - 1985 - Feasibility of artificial recharge to the 800-foot sand of the Kirkwood Formation in the coastal plain near Atlantic City, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri854063","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":"85-4063","title":"Feasibility of artificial recharge to the 800-foot sand of the Kirkwood Formation in the coastal plain near Atlantic City, New Jersey","docAbstract":"Renewed development of the Atlantic City area since the mid-1970 's has increased the demand for water. Increased pumpage from the 800-foot sand of the Kirkwood Formation has reversed an antecedent water-level recovery in this aquifer, thus reducing water in storage and increasing the potential for saltwater intrusion. Practicable approaches to providing a dependable water supply while properly managing withdrawals from the 800-foot sand include development of surface- and ground-water supplies but artificial recharging the 800-foot sand is the principal alternative discussed. Investigation of its feasibility locally included a review of methods of artificial recharge and attendant operational problems, investigation of local hydrogeologic conditions, and collection and interpretation of water-quality data. System design and quality of injected water are important for successful artificial recharge. Mixtures of water from the 800-foot sand and from a representative local public-supply system may become supersaturated with oxygen. Significant temperature differences between two such waters would likely exacerbate that condition. Limited chemical analyses suggest that suspended solids concentration of water from local public supplies may at times be high enough to cause clogging of recharge-well screens. These problems are soluable by appropriate conditioning of recharge water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854063","usgsCitation":"May, J., 1985, Feasibility of artificial recharge to the 800-foot sand of the Kirkwood Formation in the coastal plain near Atlantic City, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 85-4063, iv, 28 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854063.","productDescription":"iv, 28 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118803,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4063/report-thumb.jpg"},{"id":57455,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7087","contributors":{"authors":[{"text":"May, J.E.","contributorId":7741,"corporation":false,"usgs":true,"family":"May","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":200137,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30143,"text":"wri844272 - 1985 - Geohydrology of test well USW H-3, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri844272","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":"84-4272","title":"Geohydrology of test well USW H-3, Yucca Mountain, Nye County, Nevada","docAbstract":"Test well USW H-3 is one of several wells drilled in the southwestern part of the Nevada Test Site for hydraulic testing, hydrologic monitoring, and geophysical logging. The work was performed in cooperation with the U.S. Department of Energy. The rocks penetrated by the well to a total depth of 1,219 meters were volcanic tuffs of Tertiary age. The most transmissive zone in this well is in the upper part of the Tram Member of the Crater Flat Tuff that was penetrated at a depth from 809 to 841 meters; transmissivity is about 7 x 10 -1 meter squared per day. The remainder of the rocks penetrated between the depths of 841 to 1,219 meters have a transmissivity of about 4 x 10 -1 meter squared per day and are predominatly in the Tram Member of the Crater Flat Tuff and the Lithic Ridge Tuff in the depths from 841 to 1,219 meters. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844272","usgsCitation":"Thordarson, W., Rush, F., and Waddell, S.J., 1985, Geohydrology of test well USW H-3, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4272, vi, 44 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844272.","productDescription":"vi, 44 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121462,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4272/report-thumb.jpg"},{"id":58955,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a00","contributors":{"authors":[{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":202755,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rush, F. E.","contributorId":56234,"corporation":false,"usgs":true,"family":"Rush","given":"F. E.","affiliations":[],"preferred":false,"id":202757,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Waddell, S. J.","contributorId":29839,"corporation":false,"usgs":true,"family":"Waddell","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202756,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29018,"text":"wri844247 - 1985 - Estimation of selected flow and water-quality characteristics of Alaskan streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844247","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":"84-4247","title":"Estimation of selected flow and water-quality characteristics of Alaskan streams","docAbstract":"Although hydrologic data are either sparse or nonexistent for large areas of Alaska, the drainage area, area of lakes, glacier and forest cover, and average precipitation in a hydrologic basin of interest can be measured or estimated from existing maps. Application of multiple linear regression techniques indicates that statistically significant correlations exist between properties of basins determined from maps and measured streamflow characteristics. This suggests that corresponding characteristics of ungaged basins can be estimated. Streamflow frequency characteristics can be estimated from regional equations developed for southeast, south-central and Yukon regions. Statewide or modified regional equations must be used, however, for the southwest, northwest, and Arctic Slope regions where there is a paucity of data. Equations developed from basin characteristics are given to estimate suspended-sediment values for glacial streams and, with less reliability, for nonglacial streams. Equations developed from available specific conductance data are given to estimate concentrations of major dissolved inorganic constituents. Suggestions are made for expanding the existing data base and thus improving the ability to estimate hydrologic characteristics for Alaskan streams. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844247","usgsCitation":"Parks, B., and Madison, R.J., 1985, Estimation of selected flow and water-quality characteristics of Alaskan streams: U.S. Geological Survey Water-Resources Investigations Report 84-4247, v, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844247.","productDescription":"v, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159516,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4247/report-thumb.jpg"},{"id":57883,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d5e3","contributors":{"authors":[{"text":"Parks, Bruce","contributorId":87542,"corporation":false,"usgs":true,"family":"Parks","given":"Bruce","email":"","affiliations":[],"preferred":false,"id":200799,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Madison, R. J.","contributorId":84734,"corporation":false,"usgs":true,"family":"Madison","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200798,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29030,"text":"wri844104 - 1985 - Preliminary assessment of ground-water resources of Lauderdale County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri844104","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":"84-4104","title":"Preliminary assessment of ground-water resources of Lauderdale County, Tennessee","docAbstract":"The ground-water resource in Lauderdale County is in a rudimentary stage of development. The principal shallow aquifers are the Mississippi alluvial deposits of Quaternary age and the Cockfield Formation, Memphis Sand, and Fort Pillow Sand of Tertiary age. Water levels fluctuate seasonally. High water levels generally occur in the winter, spring, or early summer, and low water levels occur in the fall or early winter. Water from the Mississippi alluvial deposits, Cockfield Formation, and Memphis Sand is a calcium bicarbonate type and is generally of good quality. Undesirable parameters from the standpoint of use are hardness and concentrations of dissolved iron and dissolved solids. The Fort Pillow Sand, as yet untapped, has potential to yield a sodium bicarbonate type of water of somewhat better quality than is available from the shallow aquifers. Estimated values of transmissivity from single-well pumping tests are highest for the Mississippi alluvial deposits and lowest for the Cockfield. Several north-northeast and west-northwest trending faults cross the country. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844104","usgsCitation":"Parks, W.S., Carmichael, J.K., and Graham, D., 1985, Preliminary assessment of ground-water resources of Lauderdale County, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 84-4104, v, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844104.","productDescription":"v, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2304,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri844104","linkFileType":{"id":5,"text":"html"}},{"id":158883,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":57892,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4104/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca47","contributors":{"authors":[{"text":"Parks, W. S.","contributorId":99555,"corporation":false,"usgs":true,"family":"Parks","given":"W.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200825,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carmichael, J. K.","contributorId":90276,"corporation":false,"usgs":true,"family":"Carmichael","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200824,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Graham, D. D.","contributorId":68314,"corporation":false,"usgs":true,"family":"Graham","given":"D. D.","affiliations":[],"preferred":false,"id":200823,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":21535,"text":"ofr85660L - 1985 - National Earthquake Information Center Waveform catalog, December 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:07:47","indexId":"ofr85660L","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":"85-660","chapter":"L","title":"National Earthquake Information Center Waveform catalog, December 1985","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85660L","usgsCitation":"Zirbes, M.D., Lishner, J.M., and Moon, B.J., 1985, National Earthquake Information Center Waveform catalog, December 1985: U.S. Geological Survey Open-File Report 85-660, v, 219 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85660L.","productDescription":"v, 219 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":153860,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0660l/report-thumb.jpg"},{"id":51124,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0660l/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698968","contributors":{"authors":[{"text":"Zirbes, Madeleine D.","contributorId":64653,"corporation":false,"usgs":true,"family":"Zirbes","given":"Madeleine","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":184610,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lishner, Janna M.","contributorId":87564,"corporation":false,"usgs":true,"family":"Lishner","given":"Janna","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":184611,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moon, Beverly J.","contributorId":101682,"corporation":false,"usgs":true,"family":"Moon","given":"Beverly","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":184612,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44085,"text":"ofr85266 - 1985 - Surficial materials map of Connecticut","interactions":[{"subject":{"id":44085,"text":"ofr85266 - 1985 - Surficial materials map of Connecticut","indexId":"ofr85266","publicationYear":"1985","noYear":false,"title":"Surficial materials map of Connecticut"},"predicate":"SUPERSEDED_BY","object":{"id":70046712,"text":"70046712 - 1992 - Surficial materials map of Connecticut","indexId":"70046712","publicationYear":"1992","noYear":false,"title":"Surficial materials map of Connecticut"},"id":1}],"supersededBy":{"id":70046712,"text":"70046712 - 1992 - Surficial materials map of Connecticut","indexId":"70046712","publicationYear":"1992","noYear":false,"title":"Surficial materials map of Connecticut"},"lastModifiedDate":"2025-09-09T14:15:18.060482","indexId":"ofr85266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered 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