{"pageNumber":"2051","pageRowStart":"51250","pageSize":"25","recordCount":68919,"records":[{"id":26770,"text":"wri844238 - 1984 - Water quality of a stream-aquifer system, southern Franklin County, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844238","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":"84-4238","title":"Water quality of a stream-aquifer system, southern Franklin County, Ohio","docAbstract":"The chemical quality of the water resources in the Scioto River valley south of Columbus, Ohio, was evaluated on the basis of data collected from 74 wells and 4 surface-water sites. A very hard calcium bicarbonate water that is high in dissolved solids is characteristic of the aquifer. Mean pH of the ground water is 7.3, and bicaerbonate concentrations range from 238 to 530 milligrams per liter. Concentrations of dissolved iron in water samples (0.01 to 3.9 milligrams per liter) frequently exceed the drinking water standard of 0.3 milligrams per liter established by the Ohio Environmental Protection Agency.\r\n\r\nThe chemical quality of local streams closely resembles the ground-water quality, except for higher concentrations of sodium, chloride, and sulfate in the surface water. Microbiological testing of ground water for fecal bacteria indicated concentrations ranging from 1 to 2,400 colonies per 100 milliliters. The higher concentrations were observed in one well on the Scioto River flood plain after a flood event.\r\n\r\nMass-balance calculations of the chemical data indicate that pH is buffered primarily by the carbonate system. Data for pH, calculated Eh, and concentrations of ferrous iron and reduced sulfur show that areas of different chemical environments exist within the aquifer. A reaction model of an induced-infiltration radial collector system indicates the amount of mass transfer (chemical reactions that occur as ground water and surface water mix) is small, and that the mixing ratio between ground and surface waters is four to one.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844238","usgsCitation":"De Roche, J., and Razem, A., 1984, Water quality of a stream-aquifer system, southern Franklin County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 84-4238, v, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844238.","productDescription":"v, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158326,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4238/report-thumb.jpg"},{"id":55659,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69935a","contributors":{"authors":[{"text":"De Roche, J.T.","contributorId":66691,"corporation":false,"usgs":true,"family":"De Roche","given":"J.T.","affiliations":[],"preferred":false,"id":196972,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":196971,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27498,"text":"wri834149 - 1984 - Effects of hydraulic borehole mining on ground water at a test site in northeast St Johns County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri834149","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":"83-4149","title":"Effects of hydraulic borehole mining on ground water at a test site in northeast St Johns County, Florida","docAbstract":"An experimental mining project was conducted in northeast St. Johns County, Florida, to determine the feasibility of extracting deeply buried phosphate ore by hydraulic borehole mining techniques. The phosphate zone is between 232 and 250 feet below land surface and consists of approximately equal proportions of fine-grained phosphate, sand, and clay. Six wells were constructed at the test site to monitor effects of the mining operation on the ground-water resources of the area. One well penetrated the Floridan aquifer beneath the phosphate zone, another was completed in the phosphate zone, and the other four were finished in water-bearing zones above the phosphate zone. The mining project consisted of three separate tests in which different mining methods were used. Changes in water levels, other than in the mined zone, were detected only in the overlying monitored zone during the first two tests as a result of roof failures in cavities formed by the mining operation. Water-quality changes were observed only in the mined zone and resulted from the injection of water from the deeper Floridan aquifer as part of the mining operation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834149","usgsCitation":"Hampson, P.S., 1984, Effects of hydraulic borehole mining on ground water at a test site in northeast St Johns County, Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4149, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834149.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123037,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4149/report-thumb.jpg"},{"id":56348,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4149/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611e96","contributors":{"authors":[{"text":"Hampson, P. S.","contributorId":58677,"corporation":false,"usgs":true,"family":"Hampson","given":"P.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":198218,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11292,"text":"ofr84439 - 1984 - Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas","interactions":[{"subject":{"id":11292,"text":"ofr84439 - 1984 - Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas","indexId":"ofr84439","publicationYear":"1984","noYear":false,"title":"Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas"},"predicate":"SUPERSEDED_BY","object":{"id":2739,"text":"wsp2268 - 1987 - Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas","indexId":"wsp2268","publicationYear":"1987","noYear":false,"title":"Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas"},"id":1}],"supersededBy":{"id":2739,"text":"wsp2268 - 1987 - Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas","indexId":"wsp2268","publicationYear":"1987","noYear":false,"title":"Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas"},"lastModifiedDate":"2017-10-03T10:28:52","indexId":"ofr84439","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":"84-439","title":"Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas","docAbstract":"<p>A study was conducted to evaluate water-resources problems related to abandoned lead and zinc mines in Cherokee County, Kansas, and adjacent areas in Missouri and Oklahoma. Past mining activities have caused changes in the hydrogeology of the area. Lead and zinc mining has caused discontinuities and perforations in the confining shale west of the Pennsylvanian-Mississippian geologic contact (referred to as the western area), which have created artificial ground-water recharge and discharge areas. Recharge to the shallow aquifer (rocks of Mississippian age) through collapses, shafts, and drill holes in the shale has caused the formation of a groundwater \"mound\" in the vicinity of the Picher Field in Kansas and Oklahoma. Discharge of mine-contaminated ground water to Tar Creek occurs in'Oklahoma from drill holes and shafts where the potentiometric surface of the shallow aquifer is above the land surface. Mining of ore in the shallow aquifer has resulted in extensive fracturing and removal of material, which has created highly transmissive zones and voids and increased ground-water storage properties of the aquifer. In the area east of the Pennsylvanian-Mississippian geologic contact (referred to as the eastern area), fractured rock and tailings on the land surface increased the amount of water available for infiltration to the shallow aquifer; in the western area, tailings on the impermeable shale created artificial, perched aquifer systems that slowly drain to surface streams.</p><p>Pumping of the deep aquifer (rocks of Cambrian and Ordovician age) by towns and industries, which developed as a result of the mining industry, has resulted in a potential for downward movement of water from the shallow aquifer. The potential is greatest in Ottawa County, Oklahoma. Because of the large volume of water that may be transported from the shallow to the deep aquifer, open drill holes or casings present the greatest contamination hazard to water supplies in the deep aquifer.</p><p>Mining allowed oxidation of ore deposits which, on saturation with water, resulted in poor-quality water that generally contains large concentrations of sulfate and trace metals. Water from mines in the eastern area contained dissolved-solids concentrations of less than 500 mg/L (milligrams per liter), a median pH of 3.9, sulfate concentrations that ranged between 98 and 290 mg/L, and median concentrations for zinc of 37,600 pg/L (micrograms per liter), for lead of 240 pg/L, for cadmium of 180 ug/L, for iron of 70 pg/L, for manganese of 240 pg/L, and for silica of 15 mg/L. Water from mines in the western area contained dissolved-solids concentrations of generally more than 500 mg/L, a median pH of 6.8, sulfate concentrations that ranged between 170 and 2,150 mg/L, and median concentrations for zinc of 3,200 pg/L, for lead of 0 pg/L (minimum detection limit&nbsp;is 10 pg/L), for cadmium of 6 pg/L, for iron of 840 pg/L, for manganese of 440 ug/L, and for silica of 11 mg/L.</p><p>No conclusive evidence of lateral migration of water from the mines into domestic well-water supplies in the shallow aquifer was found in the study area in Kansas. Analyses of water from public-supply wells tapping the deep aquifer did not indicate contamination with trace metals, although chemical analyses from four of six wells exhibited increasing trends through time in sulfate concentrations. These increases probably reflect localized leakage of water from the shallow aquifer along corroded or leaky well casings.</p><p>Effects of abandoned lead and zinc mines on tributaries of the Spring River in the eastern area are most severe in Short Creek. Compared with water samples from three other major streams in the eastern area, a sample collected from Short Creek, 2 miles west of Galena, Kansas, during August 1981, contained the largest concentrations of dissolved sulfate (240 mg/L), zinc (25,000 pg/L), cadmium (170 pg/L), manganese (1,700 ug/L), and the lowest pH (6.0). Concentrations of these constituents are due primarily to inflow of ground water from the breccia, mines, and to seepage from chat piles in the Short Creek basin. The largest concentrations of zinc and manganese in the Spring River during August 1981, were observed in analyses of samples collected below Short Creek. In the western area, drainage from tailings, which act as perched aquifers on the impervious Pennsylvanian shales, appeared to have little effect on water quality in Willow Creek during low-flow conditions but caused larger concentrations of dissolved zinc just after a wet period during June 1981. Drainage from tailings cause large concentrations of sulfate, zinc, and cadmium in Tar Creek in Kansas. Compared with four other major streams in the western area in Kansas, Tar Creek contained the largest low-flow concentrations of sulfate (910 mg/L), zinc (5,800 pg/L), and cadmium (40ug/L).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84439","usgsCitation":"Spruill, T.B., 1984, Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas: U.S. Geological Survey Open-File Report 84-439, viii, 102 p., https://doi.org/10.3133/ofr84439.","productDescription":"viii, 102 p.","numberOfPages":"113","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":346289,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0439/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143293,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0439/report-thumb.jpg"}],"country":"United States","state":"Kansas, Missouri, Oklahoma","county":"Cherokee County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.87655639648438,\n              36.82907321372808\n            ],\n            [\n              -93.99215698242188,\n              36.82907321372808\n            ],\n            [\n              -93.99215698242188,\n              37.31447530414411\n            ],\n            [\n              -94.87655639648438,\n              37.31447530414411\n            ],\n            [\n              -94.87655639648438,\n              36.82907321372808\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65dd88","contributors":{"authors":[{"text":"Spruill, Timothy B.","contributorId":51724,"corporation":false,"usgs":true,"family":"Spruill","given":"Timothy","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":162879,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27741,"text":"wri844207 - 1984 - Statistical models for estimating flow characteristics of Michigan streams","interactions":[],"lastModifiedDate":"2016-10-13T12:01:24","indexId":"wri844207","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":"84-4207","title":"Statistical models for estimating flow characteristics of Michigan streams","docAbstract":"<p>Multiple-regression equations were developed to estimate flow characteristics at ungaged sites. Several readily measureable basin characteristics and an areal adjustment factor are required in the equations. Equations have been prepared to estimate mean and mean monthly flow, flow duration, low flow, peak flow, and flood volume. </p><p>The precision of the flow estimate varies with the flow characteristic being estimated, and the basin characteristics at the site of interest. Mean and mean monthly flow characteristics have the lowest standard error while the peak flow and low flow characteristics have the highest standard errors. Sites that have basin characteristics similar to the basin characteristics used to develop the regression equations can be estimated more precisely. Confidence limits can be computed about the estimate using information included in this report. </p><p>Five regions were designated in Michigan to account for the areal variation in the standard error of regression equations. Increased gaging activity in regions having higher standard errors may provide the greatest potential for increasing the precision of regional transfer of flow information provided .by regression equations. Accordingly, additional continuous-record stations may be most useful in region 3 for reducing the standard error of mean and mean monthly flow equations. Additional partial-record stations may be most beneficial in region 4 for reducing the standard error of low flow and peak-flow regression equations. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri844207","collaboration":"Prepared jointly with Michigan Department of Natural Resources, Water Management Division","usgsCitation":"Holtschlag, D., and Croskey, H., 1984, Statistical models for estimating flow characteristics of Michigan streams: U.S. Geological Survey Water-Resources Investigations Report 84-4207, iv, 80 p., https://doi.org/10.3133/wri844207.","productDescription":"iv, 80 p.","costCenters":[{"id":382,"text":"Michigan Water Science 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J. 0000-0001-5185-4928","orcid":"https://orcid.org/0000-0001-5185-4928","contributorId":102493,"corporation":false,"usgs":true,"family":"Holtschlag","given":"D. J.","affiliations":[],"preferred":false,"id":198622,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Croskey, H.M.","contributorId":57501,"corporation":false,"usgs":true,"family":"Croskey","given":"H.M.","email":"","affiliations":[],"preferred":false,"id":198621,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":41734,"text":"ofr84209 - 1984 - Aeromagnetic map of the Mercury area, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:11:06","indexId":"ofr84209","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":"84-209","title":"Aeromagnetic map of the Mercury area, Nevada","language":"ENGLISH","doi":"10.3133/ofr84209","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Aeromagnetic map of the Mercury area, Nevada: U.S. Geological Survey Open-File Report 84-209, 1 map :photocopy ;37 x 36 cm., https://doi.org/10.3133/ofr84209.","productDescription":"1 map :photocopy ;37 x 36 cm.","costCenters":[],"links":[{"id":168375,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79444,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0209/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691dbd","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530596,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26724,"text":"wri844349 - 1984 - Finite-element simulation of ground-water flow in the vicinity of Yucca Mountain, Nevada-California","interactions":[],"lastModifiedDate":"2023-03-07T21:51:56.728644","indexId":"wri844349","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":"84-4349","title":"Finite-element simulation of ground-water flow in the vicinity of Yucca Mountain, Nevada-California","docAbstract":"<p>A finite-element model of the groundwater flow system in the vicinity of Yucca Mountain at the Nevada Test Site was developed using parameter estimation techniques. The model simulated steady-state ground-water flow occurring in tuffaceous, volcanic , and carbonate rocks, and alluvial aquifers. Hydraulic gradients in the modeled area range from 0.00001 for carbonate aquifers to 0.19 for barriers in tuffaceous rocks. Three model parameters were used in estimating transmissivity in six zones. Simulated hydraulic-head values range from about 1,200 m near Timber Mountain to about 300 m near Furnace Creek Ranch. Model residuals for simulated versus measured hydraulic heads range from -28.6 to 21.4 m; most are less than +/-7 m, indicating an acceptable representation of the hydrologic system by the model. Sensitivity analyses of the model 's flux boundary condition variables were performed to assess the effect of varying boundary fluxes on the calculation of estimated model transmissivities. Varying the flux variables representing discharge at Franklin Lake and Furnace Creek Ranch has greater effect than varying other flux variables.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844349","usgsCitation":"Czarnecki, J., and Waddell, R.K., 1984, Finite-element simulation of ground-water flow in the vicinity of Yucca Mountain, Nevada-California: U.S. Geological Survey Water-Resources Investigations Report 84-4349, Report: iv, 38 p.; 2 Plates: 31.1 x 46.30 inches and 30.87 x 42.19 inches, https://doi.org/10.3133/wri844349.","productDescription":"Report: iv, 38 p.; 2 Plates: 31.1 x 46.30 inches and 30.87 x 42.19 inches","costCenters":[],"links":[{"id":413793,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36183.htm","linkFileType":{"id":5,"text":"html"}},{"id":55598,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4349/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55597,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4349/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126893,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4349/report-thumb.jpg"},{"id":55599,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4349/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California, Nevada","otherGeospatial":"Yucca Mountain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -116,\n              37.062\n            ],\n            [\n              -116.883,\n              37.062\n            ],\n            [\n              -116.883,\n              36.217\n            ],\n            [\n              -116,\n              36.217\n            ],\n            [\n              -116,\n              37.062\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f3e4b07f02db5ef805","contributors":{"authors":[{"text":"Czarnecki, J.B.","contributorId":51768,"corporation":false,"usgs":true,"family":"Czarnecki","given":"J.B.","affiliations":[],"preferred":false,"id":196893,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddell, R. K.","contributorId":25560,"corporation":false,"usgs":true,"family":"Waddell","given":"R.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":196892,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29199,"text":"wri844122 - 1984 - Selenium concentrations in waters tributary to and in the vicinity of the Kesterson National Wildlife Refuge, Fresno and Merced counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844122","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":"84-4122","title":"Selenium concentrations in waters tributary to and in the vicinity of the Kesterson National Wildlife Refuge, Fresno and Merced counties, California","docAbstract":"Analyses were made for selenium in waters and other materials of the Kesterson National Wildlife Refuge. Analyses were also made of source agricultural drainage waters from the San Luis Drain discharged into the refuge, and surrounding irrigation supply and return waters. Selenium concentrations range from 140 to 1 ,400 micrograms per liter (microgram/L) in irrigation drain waters supplied to the San Luis Drain. The selenium supplied to the Kesterson National Wildlife Refuge is to a small extent precipitated in sodium sulfate (thenardite) but a higher concentration was found in an alagal mat. Most other waters of the area contain less than detectable &lt; 2 micrograms per liter concentrations of selenium. Oxidation of organic matter and reduction of selenate to selenite were found to be necessary for a quantitative analysis of total selenium. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844122","usgsCitation":"Presser, T.S., and Barnes, I., 1984, Selenium concentrations in waters tributary to and in the vicinity of the Kesterson National Wildlife Refuge, Fresno and Merced counties, California: U.S. Geological Survey Water-Resources Investigations Report 84-4122, iii, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844122.","productDescription":"iii, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159432,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4122/report-thumb.jpg"},{"id":58060,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4122/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f7c44","contributors":{"authors":[{"text":"Presser, T. S.","contributorId":93875,"corporation":false,"usgs":true,"family":"Presser","given":"T.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":201132,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, Ivan","contributorId":56619,"corporation":false,"usgs":true,"family":"Barnes","given":"Ivan","email":"","affiliations":[],"preferred":false,"id":201131,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10730,"text":"ofr84750 - 1984 - Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas","interactions":[],"lastModifiedDate":"2017-09-29T16:00:28","indexId":"ofr84750","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":"84-750","title":"Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas","docAbstract":"<p>Overland runoff from urban areas can cause concentrations of some water-quality constituents in local receiving streams to increase. The U.S. Geological Survey in cooperation with the Kansas Department of Health and Environment investigated the water-quality characteristics of streams draining Topeka, Kansas, and adjacent parts of the Shunganunga Creek basin from October 1979 through November 1981. The purpose of this investigation was to provide the data and interpretation necessary to determine the effects of runoff from urban areas on the water-quality characteristics of receiving streams.</p><p>Water-quality characteristics for three streamflow conditions were determined: (1) dry-weather streamflow--a combination of base flow and point-source contributions, (2) storm streamflow--mainly provided by overland runoff from storms, and (3) snowmelt streamflow- mainly provided by overland runoff from snowmelt.</p><p>Median concentrations of trace metals and nutrients were larger in storm streamflow than in dry-weather streamflow. Median concentrations of total lead and zinc were largest in storm streamflow from the more urban basins. Regression equations were developed to estimate median concentrations of total lead and zinc in storm streamflow from the percentage of drainage area in residential plus commercial land-use areas (correlation coefficients were 0.98 for total lead and 0.88 for total zinc); and from street density in lane miles per square mile (correlation coefficients were 0.89 for total lead and 0.84 for total zinc). Median concentrations of dissolved nitrite plus nitrate nitrogen and total phosphorus averaged, respectively, 76-percent and 70-percent larger during storm streamflow than during dry-weather streamflow and were largest in storm streamflow from the more agricultural basins.</p><p>Median concentrations of dissolved sodium, chloride, and solids in snowmelt streamflow at all study sites averaged 218-percent larger for dissolved sodium, 296-percent larger for dissolved chloride, and 71-percent larger for dissolved solids relative to median concentrations in dry-weather streamflow. Regression equations also were developed to estimate median concentrations of dissolved sodium, chloride, and solids in snowmelt streamflow from the summation of percentages of the drainage area in residential, commercial, and industrial land-use areas (correlation coefficients were 0.97 for each of the three relationships) and from street density in lane miles per square mile (correlation coefficients were 0.93 for dissolved sodium and 0.94 for both dissolved chloride and dissolved solids).</p><p>Multiple-correlation and regression analysis relating storm-runoff volumes and average constituent concentrations to land-use and storm characteristics produced significant relations (0.05 level of significance) for storm-runoff volume (0.81 coefficient of determination), total lead (0.71 coefficient of determination), total zinc (0.50 coefficient of determination), and suspended sediment (0.58 coefficient of determination).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84750","collaboration":"Prepared in cooperation with the Kansas Department of Health and Environment","usgsCitation":"Pope, L.M., and Bevans, H.E., 1984, Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas: U.S. Geological Survey Open-File Report 84-750, vi, 64 p., https://doi.org/10.3133/ofr84750.","productDescription":"vi, 64 p.","costCenters":[],"links":[{"id":143526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0750/report-thumb.jpg"},{"id":346272,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0750/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","city":"Topeka","otherGeospatial":"Shunganunga Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.84747314453125,\n              38.96154447940714\n            ],\n            [\n              -95.53985595703124,\n              38.96154447940714\n            ],\n            [\n              -95.53985595703124,\n              39.131125517089906\n            ],\n            [\n              -95.84747314453125,\n              39.131125517089906\n            ],\n            [\n              -95.84747314453125,\n              38.96154447940714\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db6349e1","contributors":{"authors":[{"text":"Pope, Larry M.","contributorId":93455,"corporation":false,"usgs":true,"family":"Pope","given":"Larry","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":161868,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bevans, Hugh E.","contributorId":11589,"corporation":false,"usgs":true,"family":"Bevans","given":"Hugh","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":161869,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26559,"text":"wri844339 - 1984 - Tides, tidal and residual currents in San Francisco Bay California — Results of measurements, 1979–1980","interactions":[],"lastModifiedDate":"2022-01-26T20:24:13.835979","indexId":"wri844339","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":"84-4339","title":"Tides, tidal and residual currents in San Francisco Bay California — Results of measurements, 1979–1980","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844339","usgsCitation":"Cheng, R.T., and Gartner, J.W., 1984, Tides, tidal and residual currents in San Francisco Bay California — Results of measurements, 1979–1980: U.S. Geological Survey Water-Resources Investigations Report 84-4339, 1778 p., https://doi.org/10.3133/wri844339.","productDescription":"1778 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":394910,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36174.htm"},{"id":157321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4339/report-thumb.jpg"},{"id":55426,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4339/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.62939453125001,\n              37.33522435930639\n            ],\n            [\n              -121.62963867187499,\n              37.33522435930639\n            ],\n            [\n              -121.62963867187499,\n              38.30718056188316\n            ],\n            [\n              -122.62939453125001,\n              38.30718056188316\n            ],\n            [\n              -122.62939453125001,\n              37.33522435930639\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b76d","contributors":{"authors":[{"text":"Cheng, R. T.","contributorId":23138,"corporation":false,"usgs":false,"family":"Cheng","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196616,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gartner, J. W.","contributorId":81903,"corporation":false,"usgs":false,"family":"Gartner","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196617,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28853,"text":"wri844110 - 1984 - Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri844110","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":"84-4110","title":"Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee","docAbstract":"Techniques are presented for estimating the magnitude and frequency of peak discharges and storm runoff on stream in urban areas of Memphis, Tennessee. Comprehensive analyses were made in which physical characteristics of streams are related to snythetic flood characteristics at gaging stations. Equations derived from analyses provide estimates of peak discharges with recurrence intervals of 2 to 100 years on streams that have drainage areas less than 20 square miles. The regression analyses indicated that size of drainage area and condition of channel (paved or unpaved) are the most significant basin characteristics affecting the magnitude and frequency of floods in urban streams. Data from 27 gaging stations with 8 years of record were used in the analyses. Flood frequency at each gaging station was computed from calibrated parameters in a rainfall-runoff model. Techniques are also presented for estimating discharge hydrographs for individual floods by using the unit hydrograph, lag time, and rainfall excess. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844110","usgsCitation":"Neely, B., 1984, Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 84-4110, iv, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844110.","productDescription":"iv, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_84_4110.jpg"},{"id":2338,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri844110","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5ef1dc","contributors":{"authors":[{"text":"Neely, B.L.","contributorId":90344,"corporation":false,"usgs":true,"family":"Neely","given":"B.L.","affiliations":[],"preferred":false,"id":200509,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1726,"text":"wsp1757P - 1984 - A qualitative appraisal of the hydrology of the Yemen Arab Republic from Landsat images","interactions":[{"subject":{"id":9261,"text":"ofr80565 - 1981 - A qualitative appraisal of the hydrology of the Yemen Arab Republic from Landsat images","indexId":"ofr80565","publicationYear":"1981","noYear":false,"title":"A qualitative appraisal of the hydrology of the Yemen Arab Republic from Landsat images"},"predicate":"SUPERSEDED_BY","object":{"id":1726,"text":"wsp1757P - 1984 - A qualitative appraisal of the hydrology of the Yemen Arab Republic from Landsat images","indexId":"wsp1757P","publicationYear":"1984","noYear":false,"chapter":"P","title":"A qualitative appraisal of the hydrology of the Yemen Arab Republic from Landsat images"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp1757P","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":"1757","chapter":"P","title":"A qualitative appraisal of the hydrology of the Yemen Arab Republic from Landsat images","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1757P","usgsCitation":"Grolier, M.J., Tibbitts, G.C., and Ibrahim, M.M., 1984, A qualitative appraisal of the hydrology of the Yemen Arab Republic from Landsat images: U.S. Geological Survey Water Supply Paper 1757, v, P70 p. :ill., maps (1 col.) ;24 cm.; 1 plate in pocket, https://doi.org/10.3133/wsp1757P.","productDescription":"v, P70 p. :ill., maps (1 col.) ;24 cm.; 1 plate in pocket","costCenters":[],"links":[{"id":136974,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1757p/report-thumb.jpg"},{"id":26832,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757p/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26833,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1757p/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8777","contributors":{"authors":[{"text":"Grolier, Maurice J.","contributorId":98292,"corporation":false,"usgs":true,"family":"Grolier","given":"Maurice","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":144028,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tibbitts, G. Chase Jr.","contributorId":30601,"corporation":false,"usgs":true,"family":"Tibbitts","given":"G.","suffix":"Jr.","email":"","middleInitial":"Chase","affiliations":[],"preferred":false,"id":144026,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ibrahim, Mohammed Mukred","contributorId":47759,"corporation":false,"usgs":true,"family":"Ibrahim","given":"Mohammed","email":"","middleInitial":"Mukred","affiliations":[],"preferred":false,"id":144027,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":56207,"text":"wdrNY831 - 1984 - Water resources data, New York, water year 1983, volume 1, eastern New York, excluding Long Island","interactions":[],"lastModifiedDate":"2020-11-23T19:12:34.38152","indexId":"wdrNY831","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":"NY-83-1","title":"Water resources data, New York, water year 1983, volume 1, eastern New York, excluding Long Island","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNY831","usgsCitation":"Lumia, R., Archer, R., Burke, P.M., and Dalton, F., 1984, Water resources data, New York, water year 1983, volume 1, eastern New York, excluding Long Island: U.S. Geological Survey Water Data Report NY-83-1, viii, 240 p., https://doi.org/10.3133/wdrNY831.","productDescription":"viii, 240 p.","costCenters":[],"links":[{"id":380709,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1983/ny-83-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181009,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1983/ny-83-1/report-thumb.jpg"}],"country":"United States","state":"New 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York\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0e31","contributors":{"authors":[{"text":"Lumia, Richard rlumia@usgs.gov","contributorId":4579,"corporation":false,"usgs":true,"family":"Lumia","given":"Richard","email":"rlumia@usgs.gov","affiliations":[],"preferred":true,"id":254931,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Archer, R.J.","contributorId":55069,"corporation":false,"usgs":true,"family":"Archer","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":254933,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Burke, P. M.","contributorId":8478,"corporation":false,"usgs":true,"family":"Burke","given":"P.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":254932,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Dalton, F.N.","contributorId":58283,"corporation":false,"usgs":true,"family":"Dalton","given":"F.N.","email":"","affiliations":[],"preferred":false,"id":254934,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":12117,"text":"ofr83765 - 1984 - Hydrology of area 53, northern Great Plains and Rocky Mountain coal provinces, Colorado, Wyoming, and Utah","interactions":[],"lastModifiedDate":"2022-08-26T19:51:33.075067","indexId":"ofr83765","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":"83-765","title":"Hydrology of area 53, northern Great Plains and Rocky Mountain coal provinces, Colorado, Wyoming, and Utah","docAbstract":"Hydrologic information and analysis are needed to aid in decisions to lease Federally owned coal and for the preparation of the necessary Environmental Assessments and Impact Study Reports. This need has become even more critical with the enactment of the Surface Mining Control and Reclamation Act of 1977 (Public Law 95-87). This report, one in a series of nationwide coal province reports, presents information thematically by describing single hydrologic topics through the use of brief texts and accompanying maps, graphs, or other illustrations. The report broadly characterizes the hydrology of Area 53 in northwestern Colorado, south-central Wyoming, and northeastern Utah. \r\n\r\nThe report area, located primarily in the Wyoming Basin and Colorado Plateau physiographic provinces, consists of 14,650 square miles of diverse geology, topography, and climate. This diversity results in contrasting hydrologic characteristics. \r\n\r\nThe two major rivers, the Yampa and the White Rivers, originate in humid granitic and basaltic mountains, then flow over sedimentary rocks underlying semiarid basins to their respective confluences with the Green River. Altitudes range from 4,800 to greater than 12,000 feet above sea level. Annual precipitation in the mountains, as much as 60 inches, is generally in the form of snow. Snowmelt produces most streamflow. Precipitation in the lower altitude sedimentary basins, ranging from 8 to 16 inches, is generally insufficient to sustain streamflow; therefore, most streams originating in the basins (where most of the streams in coal-mining areas originate) are ephemeral. \r\n\r\nStreamflow quality is best in the mountains where dissolved-solids concentrations generally are small. As streams flow across the sedimentary basins, mineral dissolution from the sedimentary rocks and irrigation water with high mineral content increase the dissolved-solids concentrations in a downstream direction. Due to the semiarid climate of the basins, soils are not adequately leached; consequently, flows in the ephemeral streams usually have larger concentrations of dissolved solids than those in perennial streams. \r\n\r\nGround-water supplies are restricted by the low yields of wells due to small permeability. Most ground-water use is for domestic and stock-watering purposes; it is limited by the amount and type of dissolved material. \r\n\r\nThe ground-water ionic composition is highly variable. Dissolved-solids concentrations for aquifers sampled in Area 53 range from a minimum of 46 milligrams per liter to a maximum of 109,000 milligrams per liter. Trace element concentrations generally are not a problem. \r\n\r\nAn estimated 82 billion tons of coal exist above a depth of 6,000 feet in the Colorado parts of the area. The coal beds of greatest economic interest occur in the sedimentary deposits of the Upper Cretaceous Iles and Williams Fork Formations of the Mesaverde Group and the Upper Cretaceous Lance Formation and the Fort Union and Wasatch Formations of Tertiary age. The coal characteristically has a low sulfur content. \r\n\r\nHydrologic problems related to surface mining are erosion, sedimentation, decline in water levels, disruption of aquifers, and degradation of water quality. Because the semiarid mine areas have very little runoff and the major streams have large buffer and dilution capacities, the effects of mining on surface water are minimal. However, effects on ground water may be much more severe and long lasting.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83765","usgsCitation":"Driver, N.E., Norris, J.M., and Kuhn, G., 1984, Hydrology of area 53, northern Great Plains and Rocky Mountain coal provinces, Colorado, Wyoming, and Utah: U.S. Geological Survey Open-File Report 83-765, vi, 93 p., https://doi.org/10.3133/ofr83765.","productDescription":"vi, 93 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":405716,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14213.htm","linkFileType":{"id":5,"text":"html"}},{"id":144806,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0765/report-thumb.jpg"},{"id":40144,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0765/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado, Wyoming and Utah","otherGeospatial":"Area 53","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.678,\n              39.454\n            ],\n            [\n              -106.619,\n              39.454\n            ],\n            [\n              -106.619,\n              41.6360\n            ],\n            [\n              -109.678,\n              41.6360\n            ],\n            [\n              -109.678,\n              39.454\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601fd7","contributors":{"authors":[{"text":"Driver, N. E.","contributorId":63398,"corporation":false,"usgs":true,"family":"Driver","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":165138,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Norris, J. M.","contributorId":87953,"corporation":false,"usgs":true,"family":"Norris","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":165139,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":165140,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29559,"text":"wri834059 - 1984 - Salinity, alkalinity, and dissolved and particulate organic carbon in the Sacramento River water at Rio Vista, California, and at other locations in the Sacramento-San Joaquin Delta, 1980","interactions":[],"lastModifiedDate":"2022-12-15T21:52:01.77773","indexId":"wri834059","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":"83-4059","title":"Salinity, alkalinity, and dissolved and particulate organic carbon in the Sacramento River water at Rio Vista, California, and at other locations in the Sacramento-San Joaquin Delta, 1980","docAbstract":"<p>Salinity, alkalinity, and dissolved and particulate organic carbon (DOC and POC respectively) concentrations in the Sacramento River water at Rio Vista were measured every three to five days during 1980 as part of an effort to identify time-dependent variations in the composition of the freshwater flow from the Sacramento-San Joaquin Delta to San Francisco Bay. Concentration ranges were generally small compared to the seasonal range of river flow rate; transport rates to the Delta and to the Bay varied primarily as a function of flow rate. Surface runoff from winter storms diluted salinity and alkalinity concentrations. DOC and POC were generally more concentrated during winter than during other times of the year. Variations in tributary flows resulted in sometimes-large salinity and alkalinity variations during spring through fall. Late summer concentrations were high because of large inflows of agricultural waste waters. POC and DOC concentrations were lowest during summer.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834059","usgsCitation":"Schemel, L., 1984, Salinity, alkalinity, and dissolved and particulate organic carbon in the Sacramento River water at Rio Vista, California, and at other locations in the Sacramento-San Joaquin Delta, 1980: U.S. Geological Survey Water-Resources Investigations Report 83-4059, iv, 45 p., https://doi.org/10.3133/wri834059.","productDescription":"iv, 45 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":410585,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35695.htm","linkFileType":{"id":5,"text":"html"}},{"id":58388,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4059/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160459,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4059/report-thumb.jpg"}],"country":"United States","state":"California","city":"Rio Vista","otherGeospatial":"Sacramento River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -121.75,\n              38.5\n            ],\n            [\n              -121.75,\n              37.888\n            ],\n            [\n              -121.3,\n              37.888\n            ],\n            [\n              -121.3,\n              38.5\n            ],\n            [\n              -121.75,\n              38.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fad26","contributors":{"authors":[{"text":"Schemel, L. E.","contributorId":89529,"corporation":false,"usgs":true,"family":"Schemel","given":"L. E.","affiliations":[],"preferred":false,"id":201716,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":42159,"text":"ofr84278 - 1984 - Aeromagnetic map of the Butte 1 degree x 2 degree Quadrangle, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:11:07","indexId":"ofr84278","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":"84-278","title":"Aeromagnetic map of the Butte 1 degree x 2 degree Quadrangle, Montana","language":"ENGLISH","doi":"10.3133/ofr84278","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Aeromagnetic map of the Butte 1 degree x 2 degree Quadrangle, Montana: U.S. Geological Survey Open-File Report 84-278, 2 maps on 7 sheets :photocopy ;90 x 82 or smaller., https://doi.org/10.3133/ofr84278.","productDescription":"2 maps on 7 sheets :photocopy ;90 x 82 or smaller.","costCenters":[],"links":[{"id":175526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79896,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0278/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79897,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0278/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79898,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0278/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79892,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0278/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79893,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0278/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79894,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0278/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79895,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0278/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af3e4b07f02db691bf5","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530876,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28025,"text":"wri844021 - 1984 - Geohydrologic reconnaissance of drainage wells in Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri844021","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":"84-4021","title":"Geohydrologic reconnaissance of drainage wells in Florida","docAbstract":"Drainage wells are used to inject surface waters directly into an aquifer, or shallow ground waters directly into a deeper aquifer, primarily by gravity. Such wells in Florida may be grouped into two broad types: (1) surface-water injection wells, and (2) interaquifer connector wells. Drainage wells of the first type are further categorized as either Floridan aquifer drainage wells or Biscayne aquifer drainage wells. Floridan aquifer drainage wells are commonly used to supplement drainage for urban areas in karst terranes of central and north Florida. Data are available for 25 wells in the Ocala, Live Oak, and Orlando areas that allow comparison of the quality of water samples from these Floridan aquifer drainage wells with allowable contaminant levels. Comparison indicates that maximum contaminant levels for turbidity, color, and iron, manganese, and lead concentrations are equaled or exceeded in some drainage-well samples, and relatively high counts for coliform bacteria are present in most wells. Biscayne aquifer drainage wells are used locally to dispose of stormwater runoff and other surplus water in southeast Florida, where large numbers of these wells have been permitted in Dade and Broward Counties. The majority of these wells are used to dispose of water from swimming pools or to dispose of heated water from air-conditioning units. The use of Biscayne aquifer drainage wells may have minimal effect on aquifer potability so long as injection of runoff and industrial wates is restricted to zones where chloride concentrations exceed 1,500 milligrams per liter. Interaquifer connector wells are used in the phosphate mining areas of Polk and Hillsborough Counties, to drain mines and recharge the Floridan aquifer. Water-quality data available from 13 connector wells indicate that samples from most of these wells exceed standards values for iron concentration and turbidity. One well yielded a highly mineralized water, and samples from 6 of the other 12 wells exceed standards values for gross alpha concentrations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844021","usgsCitation":"Kimrey, J.O., and Fayard, L., 1984, Geohydrologic reconnaissance of drainage wells in Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4021, iv, 67 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844021.","productDescription":"iv, 67 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123371,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4021/report-thumb.jpg"},{"id":56861,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5457fd","contributors":{"authors":[{"text":"Kimrey, J. O.","contributorId":67533,"corporation":false,"usgs":true,"family":"Kimrey","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":199088,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fayard, L.D.","contributorId":46571,"corporation":false,"usgs":true,"family":"Fayard","given":"L.D.","affiliations":[],"preferred":false,"id":199087,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28268,"text":"wri844034 - 1984 - Ground-water quality in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844034","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":"84-4034","title":"Ground-water quality in Wyoming","docAbstract":"This report graphically summarizes ground-water quality from selected chemical-quality data for about 2,300 ground-water sites in Wyoming. Dissolved-solids, nitrate, fluoride, arsenic, barium, cadmium, chromium, lead, mercury, selenium, iron, and manganese concentrations are summarized on a statewide basis. The major chemical-quality problem that limits the use of Wyoming ground-water is excessive dissolved-solids concentrations. The aquifers with the best quality water, based on the lowest median dissolved-solids concentration of water in aquifers with 20 or more sampled sites, are Holocene lacustrine deposits, the upper Testiary Ogallala Formation and Arikaree Formation, and the Mississippian Madison Limestone. The counties with the best quality water, based on the lowest median dissolved-solids concentrations are Teton County and Laramie County. Hot Springs County and Natrona County have the highest median dissolved-solids concentrations. About 3 percent of the nitrate concentrations of ground-water samples exceeded the national primary drinking-water standard of 10 milligrams per liter. Fluoride concentrations exceeded the national primary drinking-water standard in 14 percent of the ground-water samples. Except for selenium, toxic trace elements generally have not been found in concentrations in excess of the drinking-water standards. About 19 percent of the iron and about 30 percent of the manganese concentrations in ground-water samples exceeded the national secondary drinking-water standards. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844034","usgsCitation":"Larson, L.R., 1984, Ground-water quality in Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4034, v, 71 p. :chiefly ill., map ;28 cm., https://doi.org/10.3133/wri844034.","productDescription":"v, 71 p. :chiefly ill., map ;28 cm.","costCenters":[],"links":[{"id":124898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4034/report-thumb.jpg"},{"id":57090,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667305","contributors":{"authors":[{"text":"Larson, L. R.","contributorId":41421,"corporation":false,"usgs":true,"family":"Larson","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199500,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29592,"text":"wri844108 - 1984 - Cost-effectiveness of the stream-gaging program in New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844108","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":"84-4108","title":"Cost-effectiveness of the stream-gaging program in New Jersey","docAbstract":"The results of a study of the cost-effectiveness of the stream-gaging program in New Jersey are documented. This study is part of a 5-year nationwide analysis undertaken by the U.S. Geological Survey to define and document the most cost-effective means of furnishing streamflow information. This report identifies the principal uses of the data and relates those uses to funding sources, applies, at selected stations, alternative less costly methods (that is flow routing, regression analysis) for furnishing the data, and defines a strategy for operating the program which minimizes uncertainty in the streamflow data for specific operating budgets. Uncertainty in streamflow data is primarily a function of the percentage of missing record and the frequency of discharge measurements. In this report, 101 continuous stream gages and 73 crest-stage or stage-only gages are analyzed. A minimum budget of $548,000 is required to operate the present stream-gaging program in New Jersey with an average standard error of 27.6 percent. The maximum budget analyzed was $650,000, which resulted in an average standard error of 17.8 percent. The 1983 budget of $569,000 resulted in a standard error of 24.9 percent under present operating policy. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844108","usgsCitation":"Schopp, R., and Ulery, R., 1984, Cost-effectiveness of the stream-gaging program in New Jersey: U.S. Geological Survey Water-Resources Investigations Report 84-4108, vi, 103 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844108.","productDescription":"vi, 103 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124254,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4108/report-thumb.jpg"},{"id":58421,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4108/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db6846cf","contributors":{"authors":[{"text":"Schopp, R.D.","contributorId":69983,"corporation":false,"usgs":true,"family":"Schopp","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":201777,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ulery, R.L.","contributorId":46507,"corporation":false,"usgs":true,"family":"Ulery","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":201776,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29324,"text":"wri844243 - 1984 - The hydrogeologic framework for the southeastern Coastal Plain aquifer system of the United States","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri844243","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":"84-4243","title":"The hydrogeologic framework for the southeastern Coastal Plain aquifer system of the United States","docAbstract":"Tertiary and Cretaceous age sand aquifers of the southeastern United States Coastal Plain constitute a distinct multistate hydrogeologic regime informally defined as the southeastern sand aquifer. Seven regional hydrogeologic units are defined; four regional aquifer units and three regional confining beds. Sand aquifers of this system consist of quartzose, feldspathic, and coarse to fine sand and sandstone and minor limestone; confining beds are composed of clay, shale, chalk, and marl. Three hydrogeologic units of Cretaceous to Holocene age overlie the sand system: the surficial aquifer, upper confining unit, and Floridan aquifer system. These three units are not part of the southeastern sand aquifer, but are an integral element of the total hydrogeologic system, and some act as a source of recharge to, or discharge from the underlying clastic sediments. Low-permeability strata of Paleozoic to early Mesozoic age form the base off the total system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844243","usgsCitation":"Renken, R., 1984, The hydrogeologic framework for the southeastern Coastal Plain aquifer system of the United States: U.S. Geological Survey Water-Resources Investigations Report 84-4243, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844243.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158930,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4243/report-thumb.jpg"},{"id":58163,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4243/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a86e4b07f02db64db81","contributors":{"authors":[{"text":"Renken, R.A.","contributorId":99161,"corporation":false,"usgs":true,"family":"Renken","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":201349,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28081,"text":"wri844222 - 1984 - Impacts of the Tampa Bypass Canal system on the areal hydrology, Hillsborough County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri844222","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":"84-4222","title":"Impacts of the Tampa Bypass Canal system on the areal hydrology, Hillsborough County, Florida","docAbstract":"Construction of the Tampa Bypass Canal, Florida has resulted in an increase in streamflow from the canal area. Base-flow discharge is more than twice preconstruction amounts. Discharge from springs has decreased by one half or more. Ground-water levels show an increase of up to 4 feet near structure S-160 due to impoundment of water. Elsewhere, levels have generally decreased by 2 to 4 feet. Some minor changes in water quality have occurred. Some of the changes, however, may be attributed to factors other than canal construction. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844222","usgsCitation":"Knutilla, R., and Corral, M.A., 1984, Impacts of the Tampa Bypass Canal system on the areal hydrology, Hillsborough County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4222, vi, 65 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844222.","productDescription":"vi, 65 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122936,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4222/report-thumb.jpg"},{"id":56902,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4222/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a04e4b07f02db5f854c","contributors":{"authors":[{"text":"Knutilla, R. L.","contributorId":65451,"corporation":false,"usgs":true,"family":"Knutilla","given":"R. L.","affiliations":[],"preferred":false,"id":199189,"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":199188,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28943,"text":"wri844043 - 1984 - Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844043","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":"84-4043","title":"Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts","docAbstract":"Ground-water withdrawals by municipal wells in the Mettapoisett River valley, Massachusetts, are expected to triple in the next two decades. State and local concern about the long-term impacts of these withdrawals on ground-water levels and streamflow made it necessary to assess the ground-water resources of the valley and to develop a digital ground-water-flow model for management purposes. Ten pumping scenarios, which represent the present and proposed withdrawals from the aquifer, were simulated using reduced recharge conditions. Under conditions simulating 1965 average annual recharge, predicted water levels in the aquifer are as much as 9 feet lower than average annual levels. At the highest withdrawal rates, the predicted drawdown in four wells exceeds the estimated available drawdown. Under conditions representative of the 7-day 10-year low flow of the river, predicted water levels decline as much as 19 feet. Simulated withdrawals in six scenarios use all of the available ground-water discharge. If this drought condition should occur and streamflow is not supplemented by surface water, the model results indicate that the river in the southern half of the valley will stop flowing under most pumping plans. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844043","usgsCitation":"Olimpio, J., and De Lima, V., 1984, Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 84-4043, v, 88 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri844043.","productDescription":"v, 88 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4043/report-thumb.jpg"},{"id":57819,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696b1f","contributors":{"authors":[{"text":"Olimpio, J.C.","contributorId":36137,"corporation":false,"usgs":true,"family":"Olimpio","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":200655,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"De Lima, Virginia","contributorId":91888,"corporation":false,"usgs":true,"family":"De Lima","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":200656,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":41866,"text":"ofr84352 - 1984 - Aeromagnetic map of part of the Anchorage 1° by 3° quadrangle, Alaska","interactions":[],"lastModifiedDate":"2021-10-27T20:42:52.771424","indexId":"ofr84352","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":"84-352","title":"Aeromagnetic map of part of the Anchorage 1° by 3° quadrangle, Alaska","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84352","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Aeromagnetic map of part of the Anchorage 1° by 3° quadrangle, Alaska: U.S. Geological Survey Open-File Report 84-352, 1 Plate: 28.19 × 19.04 inches, https://doi.org/10.3133/ofr84352.","productDescription":"1 Plate: 28.19 × 19.04 inches","costCenters":[],"links":[{"id":175650,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":391041,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13364.htm"},{"id":79596,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0352/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","otherGeospatial":"Anchorage 1° by 3° quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -150,\n              61\n            ],\n            [\n              -147,\n              61\n            ],\n            [\n              -147,\n              61.828\n            ],\n            [\n              -150,\n              61.828\n            ],\n            [\n              -150,\n              61\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db6979e2","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530671,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28320,"text":"wri834270 - 1984 - Assessment of water resources at Fort Carson Military Reservation near Colorado Springs, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri834270","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":"83-4270","title":"Assessment of water resources at Fort Carson Military Reservation near Colorado Springs, Colorado","docAbstract":"The Fort Carson Military Reservation adjoins the rapidly growning Colorado Springs metropolitan area, where locally available water supplies are limited and strictly administered. Fort Carson purchases about 3,400 acre-feet of treated water annually from the city of Colorado Springs. The major streams entering Fort Carson have an estimated average annual discharge of 6,240 acre-feet of water per year upstream from diversions for municipal and domestic water supplies. The streamflow is unevenly distributed in time and consequently not dependable as a large or sole source of water. Ground water is available from alluvial and bedrock aquifers. Wells with yields greater than 100 gallons per minute can be expected from the alluvium along Rock and Little Fountain Creeks and from some parts of the Dakota-Purgatoire aquifer. The quality of surface water entering Fort Carson is generally suitable for irrigation and drinking but deteriorates eastward across Fort Carson. Water from the alluvial aquifer along Rock and Little Fountain Creeks in the eastern part of Fort Carson contains fluoride in concentrations exceeding drinking-water standards. Water from the Dakota-Purgatoire aquifer characteristically contains radiochemical constituents in concentrations that exceed drinking-water standards. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834270","usgsCitation":"Leonard, G., 1984, Assessment of water resources at Fort Carson Military Reservation near Colorado Springs, Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4270, vi, 78 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834270.","productDescription":"vi, 78 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124284,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4270/report-thumb.jpg"},{"id":57133,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4270/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57134,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4270/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57135,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4270/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaee4b07f02db66c87c","contributors":{"authors":[{"text":"Leonard, G.J.","contributorId":78371,"corporation":false,"usgs":true,"family":"Leonard","given":"G.J.","email":"","affiliations":[],"preferred":false,"id":199587,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":36429,"text":"fwsobs84_01 - 1984 - Feasibility of using oil shale wastewater for waterfowl wetlands","interactions":[],"lastModifiedDate":"2012-02-02T00:09:36","indexId":"fwsobs84_01","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"84/01","title":"Feasibility of using oil shale wastewater for waterfowl wetlands","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Snyder, B.D., and Snyder, J.L., 1984, Feasibility of using oil shale wastewater for waterfowl wetlands: FWS/OBS 84/01, xxii, 290 p. : ill., maps ; 28 cm.","productDescription":"xxii, 290 p. : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":167672,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbc35","contributors":{"authors":[{"text":"Snyder, Bruce D.","contributorId":70824,"corporation":false,"usgs":true,"family":"Snyder","given":"Bruce","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":216307,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Snyder, Janet L.","contributorId":82770,"corporation":false,"usgs":true,"family":"Snyder","given":"Janet","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":216308,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28535,"text":"wri844123 - 1984 - Cost effectiveness of the U.S. Geological Survey's stream-gaging program in Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri844123","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":"84-4123","title":"Cost effectiveness of the U.S. Geological Survey's stream-gaging program in Illinois","docAbstract":"Data uses and funding sources were identified for 138 continuous-record discharge-gaging stations currently (1983) operated as part of the stream-gaging program in Illinois. Streamflow data from five of those stations are used only for regional hydrology studies. Most streamflow data are used for defining regional hydrology, defining rainfall-runoff relations, flood forecasting, regulating navigation systems, and water-quality sampling. Based on the evaluations of data use and of alternative methods for determining streamflow in place of stream gaging, no stations in the 1983 stream-gaging program should be deactivated. The current budget (in 1983 dollars) for operating the 138-station program is $768,000 per year. The average standard error of instantaneous discharge for the current practice for visiting the gaging stations is 36.5 percent. Missing stage record accounts for one-third of the 36.5 percent average standard error. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri844123","usgsCitation":"Mades, D., and Oberg, K.A., 1984, Cost effectiveness of the U.S. Geological Survey's stream-gaging program in Illinois: U.S. Geological Survey Water-Resources Investigations Report 84-4123, v, 107 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844123.","productDescription":"v, 107 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119747,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4123/report-thumb.jpg"},{"id":57348,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4123/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683f98","contributors":{"authors":[{"text":"Mades, D. M.","contributorId":40230,"corporation":false,"usgs":true,"family":"Mades","given":"D. M.","affiliations":[],"preferred":false,"id":199979,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oberg, K. A.","contributorId":67553,"corporation":false,"usgs":true,"family":"Oberg","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199980,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}