{"pageNumber":"548","pageRowStart":"13675","pageSize":"25","recordCount":16499,"records":[{"id":23607,"text":"ofr81330 - 1982 - Ground-water quality and data on wells and springs in Pennsylvania; Volume III, Delaware River basin","interactions":[],"lastModifiedDate":"2017-06-22T11:08:23","indexId":"ofr81330","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-330","title":"Ground-water quality and data on wells and springs in Pennsylvania; Volume III, Delaware River basin","docAbstract":"Volume III presents ground-water quality and physical data on about 1,250 wells and springs in the Delaware River Basin in Pennsylvania. Locations are shown on site-location maps derived from the hydrologic unit map. Codes showing the geologic age and aquifer are provided.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Harrisburg,, PA","doi":"10.3133/ofr81330","issn":"0094-9140","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources","usgsCitation":"Koester, H., and Miller, D., 1982, Ground-water quality and data on wells and springs in Pennsylvania; Volume III, Delaware River basin: U.S. Geological Survey Open-File Report 81-330, iii, 111 p., https://doi.org/10.3133/ofr81330.","productDescription":"iii, 111 p.","numberOfPages":"116","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":154891,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0330/report-thumb.jpg"},{"id":277909,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0330/report.pdf"}],"country":"United States","state":"Pennsylvania","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -76.8054,39.7241 ], [ -76.8054,41.9983 ], [ -74.707,41.9983 ], [ -74.707,39.7241 ], [ -76.8054,39.7241 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6673f1","contributors":{"authors":[{"text":"Koester, H.E.","contributorId":26323,"corporation":false,"usgs":true,"family":"Koester","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":190398,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, D.R.","contributorId":106147,"corporation":false,"usgs":true,"family":"Miller","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":190399,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30344,"text":"wri8234 - 1982 - Water-quality characteristics of Everglades National Park, 1959-77, with reference to the effects of water management","interactions":[],"lastModifiedDate":"2019-08-05T12:06:39","indexId":"wri8234","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-34","title":"Water-quality characteristics of Everglades National Park, 1959-77, with reference to the effects of water management","docAbstract":"The U.S. Geological Survey has collected water-quality data in the Everglades National Park since 1959. Major ions, macronutrients, trace elements, and pesticides are the primary chemical groups analyzed. The period of record and frequency of sampling vary for each chemical group, with the longest record for the major ions and the shortest for the macronutrients. Within the park there are three major drainageways: Big Cypress Swamp, Shark River Slough, and Taylor Slough. Each drainageway exhibits unique hydrologic conditions, yet there is a high degree of homogeneity in water-quality characteristics among these areas. Seasonal changes in major-ion, trace-element, and macronutrient concentrations are marked in the shallow marsh. Concentrations generally increase in the dry season due to evapotranspiration, changes in chemical equilibria, and precipitation. Water-management practices in south Florida have changed the water quality in the Shark River Slough. Most major-ion, dissolved-solid, and iron concentrations and color levels have steadily increased since 1963. The water quality in the other two drainageways has not changed since sampling began. Chlorinated-hydrocarbon insecticide residues in bottom material were found in low concentration at every sampling station in the park. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8234","usgsCitation":"Waller, B.G., 1982, Water-quality characteristics of Everglades National Park, 1959-77, with reference to the effects of water management: U.S. Geological Survey Water-Resources Investigations Report 82-34, vi, 51 p. , https://doi.org/10.3133/wri8234.","productDescription":"vi, 51 p. ","costCenters":[],"links":[{"id":366265,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0034/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159310,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0034/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Everglades National Park","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.15600585937499,\n 25.13533901613099\n ],\n [\n -80.48583984375,\n 25.13533901613099\n ],\n [\n -80.48583984375,\n 25.517657429994035\n ],\n [\n -81.15600585937499,\n 25.517657429994035\n ],\n [\n -81.15600585937499,\n 25.13533901613099\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d9f0","contributors":{"authors":[{"text":"Waller, Bradley G.","contributorId":83492,"corporation":false,"usgs":true,"family":"Waller","given":"Bradley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203093,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1823,"text":"wsp2193 - 1982 - Streamflow characteristics related to channel geometry of streams in western United States","interactions":[],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp2193","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"2193","title":"Streamflow characteristics related to channel geometry of streams in western United States","docAbstract":"Assessment of surface-mining and reclamation activities generally requires extensive hydrologic data. Adequate streamflow data from instrumented gaging stations rarely are available, and estimates of surface- water discharge based on rainfall-runoff models, drainage area, and basin characteristics sometimes have proven unreliable. Channel-geometry measurements offer an alternative method of quickly and inexpensively estimating stream-flow characteristics for ungaged streams. The method uses the empirical development of equations to yield a discharge value from channel-geometry and channel-material data. The equations are developed by collecting data at numerous streamflow-gaging sites and statistically relating those data to selected discharge characteristics. Mean annual runoff and flood discharges with selected recurrence intervals can be estimated for perennial, intermittent, and ephemeral streams. The equations were developed from data collected in the western one-half of the conterminous United States. The effect of the channel-material and runoff characteristics are accounted for with the equations.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2193","usgsCitation":"Hedman, E.R., and Osterkamp, W.R., 1982, Streamflow characteristics related to channel geometry of streams in western United States: U.S. Geological Survey Water Supply Paper 2193, iii, 17 p. : ill., map ; 28 cm., https://doi.org/10.3133/wsp2193.","productDescription":"iii, 17 p. : ill., map ; 28 cm.","costCenters":[],"links":[{"id":137056,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2193/report-thumb.jpg"},{"id":27019,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2193/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e2f","contributors":{"authors":[{"text":"Hedman, E. R.","contributorId":71527,"corporation":false,"usgs":true,"family":"Hedman","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":144211,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Osterkamp, W. R.","contributorId":46044,"corporation":false,"usgs":true,"family":"Osterkamp","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":144210,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1890,"text":"wsp2203 - 1982 - Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","interactions":[{"subject":{"id":9511,"text":"ofr82263 - 1982 - Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","indexId":"ofr82263","publicationYear":"1982","noYear":false,"title":"Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia"},"predicate":"SUPERSEDED_BY","object":{"id":1890,"text":"wsp2203 - 1982 - Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","indexId":"wsp2203","publicationYear":"1982","noYear":false,"title":"Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2203","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"2203","title":"Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","docAbstract":"Statistical analysis indicates that the average size of annual-flood peaks of the Tug Fork (Ky., Va., and W. Va.) has been increasing. However, additional statistical analysis does not indicate that the flood levels that were exceeded typically once or twice a year in the period 1947-79 are any more likely to be exceeded now than in 1947. Possible trends in streamchannel size also are investigated at three locations. No discernible trends in channel size are noted. Further statistical analysis of the trend in the size of annual-flood peaks shows that much of the annual variation is related to local rainfall and to the 'natural' hydrologic response in a relatively undisturbed subbasin. However, some statistical indication of trend persists after accounting for these natural factors, though it is of borderline statistical significance. Further study in the basin may relate flood magnitudes to both rainfall and to land use.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2203","usgsCitation":"Hirsch, R.M., Scott, A.G., and Wyant, T., 1982, Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia: U.S. Geological Survey Water Supply Paper 2203, iv, 37 p. : ill., maps ; 29 cm., https://doi.org/10.3133/wsp2203.","productDescription":"iv, 37 p. : ill., maps ; 29 cm.","costCenters":[],"links":[{"id":138390,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2203/report-thumb.jpg"},{"id":27179,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2203/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47b3e4b07f02db49ed01","contributors":{"authors":[{"text":"Hirsch, Robert M. 0000-0002-4534-075X rhirsch@usgs.gov","orcid":"https://orcid.org/0000-0002-4534-075X","contributorId":2005,"corporation":false,"usgs":true,"family":"Hirsch","given":"Robert","email":"rhirsch@usgs.gov","middleInitial":"M.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true},{"id":37778,"text":"WMA - Integrated Modeling and Prediction Division","active":true,"usgs":true},{"id":502,"text":"Office of Surface Water","active":true,"usgs":true},{"id":37316,"text":"WMA - Integrated Information Dissemination Division","active":true,"usgs":true}],"preferred":true,"id":144317,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, Arthur G.","contributorId":81885,"corporation":false,"usgs":true,"family":"Scott","given":"Arthur","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":144319,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wyant, Timothy","contributorId":26672,"corporation":false,"usgs":true,"family":"Wyant","given":"Timothy","email":"","affiliations":[],"preferred":false,"id":144318,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24985,"text":"pp1275 - 1982 - Geological Survey research 1981","interactions":[],"lastModifiedDate":"2025-01-07T19:40:11.539183","indexId":"pp1275","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1275","title":"Geological Survey research 1981","docAbstract":"

This U.S. Geological Survey activities report includes a summary of 1981 fiscal year scientific and economic results accompanied by a list of geologic, hydrologic, and cartographic investigations in progress. The summary of results includes: (1) Mineral, (2) Water resources, (3) Engineering geology and hydrology, (4) Regional geology, (5) Principles and processes, (6) Laboratory and field methods, (7) Topographic surveys and mapping, (8) Management of resources on public lands, (9) Land information and analysis, and (10) Investigations in other countries. Also included are lists of investigations in progress.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1275","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Geological Survey research 1981: U.S. Geological Survey Professional Paper 1275, ix, 402 p., https://doi.org/10.3133/pp1275.","productDescription":"ix, 402 p.","numberOfPages":"412","costCenters":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true}],"links":[{"id":403863,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_93011.htm","text":"Paleomagnetic correlations of Proterozoic rocks","linkFileType":{"id":5,"text":"html"}},{"id":53970,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1275/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118863,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1275/report-thumb.jpg"},{"id":465800,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_93013.htm","text":"The mafic \"Chickwolnepy complex\""}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db6876d8","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":529146,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29063,"text":"wri824047 - 1982 - Hydrologic effects of storing liquified sewage sludge on strip-mined land, Fulton County, Illinois","interactions":[],"lastModifiedDate":"2023-01-06T22:25:05.573771","indexId":"wri824047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4047","title":"Hydrologic effects of storing liquified sewage sludge on strip-mined land, Fulton County, Illinois","docAbstract":"

The water table near four sewage storage basins in a strip-mined area of western Illinois, has risen about 10 feet since the basins were constructed in 1971. Two dimensional modeling of ground-water flow in the mine spoil indicates that the rise is caused by leakage from one storage basin. The hydrologic-parameter values producing the best fit between computed and observed head values are 0.000007 feet per second for the hydraulic conductivity of the mine spoil, 0.0000000004 feet per second for recharge from the leaking basin. The model indicates the volume of water leaking from the basin is 91,600 cubic yards per year. The principal components of the sewage sludge after the solids have been removed are alkalinity, nitrogen, phosphorous, and chloride. Components in higher concentrations near the basins were sodium, alkalinity, and chloride. Because the sodium and chloride concentrations in the sludge were too low to cause the higher concentrations in the ground water, the strip-mine spoil used in constructing the basins was considered to be the major source of these constituents. This spoil has been moved from its original location and unweathered surfaces exposed, which allowed dissolution of carbonate and chloride and release of sodium through cation exchange.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824047","usgsCitation":"Patterson, G.L., 1982, Hydrologic effects of storing liquified sewage sludge on strip-mined land, Fulton County, Illinois: U.S. Geological Survey Water-Resources Investigations Report 82-4047, iv, 30 p., https://doi.org/10.3133/wri824047.","productDescription":"iv, 30 p.","costCenters":[],"links":[{"id":411531,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35571.htm"},{"id":57925,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4047/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123079,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4047/report-thumb.jpg"}],"country":"United States","state":"Illinois","county":"Fulton County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -90.092,\n 40.517\n ],\n [\n -90.128,\n 40.517\n ],\n [\n -90.128,\n 40.483\n ],\n [\n -90.092,\n 40.483\n ],\n [\n -90.092,\n 40.517\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606e2c","contributors":{"authors":[{"text":"Patterson, G. L.","contributorId":35356,"corporation":false,"usgs":true,"family":"Patterson","given":"G.","email":"","middleInitial":"L.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200887,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29062,"text":"wri8216 - 1982 - Hydrologic characteristics of surface-mined land reclaimed by sludge irrigation, Fulton County, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri8216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-16","title":"Hydrologic characteristics of surface-mined land reclaimed by sludge irrigation, Fulton County, Illinois","docAbstract":"Analyses of water samples collected at four stream-monitoring stations, in an area surface mined for coal and being reclaimed by sludge irrigation, show the principal metals are sodium, calcium, and magnesium and principal non-metals are chloride, sulfate, and bicarbonate. Comparing yearly mean chemical concentrations shows no changing trends since reclamation began, nor are there differences between stations upstream and downstream from the site. Yearly suspended-sediment loads and discharge relations upstream and downstream from the site also show no differences. Discharge hydrographs of two streams draining the site show a delayed response to precipitation due to the storage capacity of several upstream strip-mine lakes. The water-table surface generally follows the irregular topography. Monthly water-level fluctuations were dependent on the surface material (mined or unmined) and proximity to surface discharge. The largest fluctuations were in unmined land away from discharge while the smallest were in mined land near discharge. The water table is closer to the surface in unmined land. Analyses of water samples from 70 wells within or adjacent to the reclamation site showed no differences in water quality which could be attributed to sludge or supernatant application. Samples from wells in mined land, however, had higher concentrations of dissolved sulfate, calcium, magnesium, chloride, iron, zinc, and manganese than samples from wells in unmined land. (USGS)","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri8216","usgsCitation":"Patterson, G.L., Fuentes, R., and Toler, L., 1982, Hydrologic characteristics of surface-mined land reclaimed by sludge irrigation, Fulton County, Illinois: U.S. Geological Survey Water-Resources Investigations Report 82-16, iv, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8216.","productDescription":"iv, 30 p. :ill., maps ;28 cm.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":123875,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0016/report-thumb.jpg"},{"id":11593,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR;number=82-16","linkFileType":{"id":5,"text":"html"}},{"id":57924,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0016/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db68366c","contributors":{"authors":[{"text":"Patterson, G. L.","contributorId":35356,"corporation":false,"usgs":true,"family":"Patterson","given":"G.","email":"","middleInitial":"L.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200884,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fuentes, R.F.","contributorId":77565,"corporation":false,"usgs":true,"family":"Fuentes","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":200885,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Toler, L.G.","contributorId":98710,"corporation":false,"usgs":true,"family":"Toler","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":200886,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29035,"text":"wri824004 - 1982 - Reconnaissance of ground-water quality, eastern Snake River basin, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri824004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4004","title":"Reconnaissance of ground-water quality, eastern Snake River basin, Idaho","docAbstract":"Water-quality, geologic, and hydrologic data were collected for 165 wells in the eastern Snake River basin, Idaho. Water-quality characteristics analyzed include specific conductance, pH, water temperature, major dissolved cations and anions, and coliform bacteria. Ground water from aquifers in all rock units is generally composed of calcium, magnesium, and bicarbonate type and contains carbonate ions. Changes in area trends of ground-water composition probably are most directly related to variability in aquifer composition and proximity to varying sources of recharge, especially those related to man 's land- and water-use activities. In the uplands subareas, median values for selected ground-water characteristics from current analyses are 2000 mg/l hardness; 7.6, pH; 200 mg/l alkalinity; 13C; 0.2 mg/l fluoride; 15 mg/l silica; 0.51 mg/l nitrite (as nitrogen); less than 1 colony per 100 milliliters of water coliform bacteria; 0.02 mg/l phosphorus (total); and 25 mg/l hardness; 7.7, pH; 180 mg/l alkalinity; 11C; 0.4 mg/l fluoride; 26 mg/l silica; 1.2 mg/l nitrite plus nitrate; less than 1 colony per 100 milliliters of water coliform bacteria; 0.01 amg/l phosphorus; and 283 mg/l dissolved solids. Ground-water quality in most of the study area meets recommended standards or criteria for most uses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824004","usgsCitation":"Parliman, D., 1982, Reconnaissance of ground-water quality, eastern Snake River basin, Idaho: U.S. Geological Survey Water-Resources Investigations Report 82-4004, vii, 100 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824004.","productDescription":"vii, 100 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158893,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4004/report-thumb.jpg"},{"id":57898,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4004/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57899,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4004/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57900,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4004/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57901,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4004/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57902,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a63e4b07f02db636fdf","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. 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The data were collected from September 1979 to October 1980 at thee AMAX Phosphate, Inc., chemical plant, Piney Point; the USS AgriChemicals chemical plant, Bartow; and the International Minerals and Chemical Corporation Clear Springs mine, Bartow. Approximmmtely 5,400 field and laboratory water-quality determinations on water samples were collected from about 78 test holes and 31 surface-water, rainfall, and other sampling sites at phosphate industry beneficiation and chemical plant waste-disposal operations. Maps show locations of sampling sites. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8184","usgsCitation":"Miller, R.L., and Sutcliffe, H., 1982, Water-quality and hydrogeologic data for three phosphate industry waste-disposal sites in central Florida, 1979-80: U.S. Geological Survey Water-Resources Investigations Report 81-84, vii, 77 p. , https://doi.org/10.3133/wri8184.","productDescription":"vii, 77 p. 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7265","contributors":{"authors":[{"text":"Miller, Ronald L.","contributorId":103245,"corporation":false,"usgs":true,"family":"Miller","given":"Ronald","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200296,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutcliffe, Horace Jr.","contributorId":96725,"corporation":false,"usgs":true,"family":"Sutcliffe","given":"Horace","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":200295,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28639,"text":"wri8137 - 1982 - Hydrology of the Prairie Dog Creek drainage basin, Rosebud and Big Horn Counties, Montana","interactions":[],"lastModifiedDate":"2020-11-04T18:01:01.580789","indexId":"wri8137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-37","title":"Hydrology of the Prairie Dog Creek drainage basin, Rosebud and Big Horn Counties, Montana","docAbstract":"

The Prairie Dog Creek drainage basin in southeastern Montana was investigated during 1978-79 to assess the surface-water and ground-water resources and the quality of water in an area having coal-mining potential. The area, a 24.2-square-mile basin, is located 30 miles southwest of Ash-land, Montana. The principal mineable coal is the 40-to 60-foot-thick Wall and lower Wall coal beds near the middle part of the Tongue River Member of the Fort Union Formation (Paleocene age). Other possibly mineable intervals are the Canyon coal bed lying 200 to 250 feet above the Wall, and the Brewster-Arnold coal bed lying about 220 feet below the base of the Wall coal beds.

The hydrologic regime in the basin is composed of Prairie Dog Creek and sandstone, coal, clinker, and alluvium aquifers. Prairie Dog Creek, which originates from springs and seeps issuing from coal and sandstone layers, maintained perennial flow in its upstream and middle reaches during 1978 and 1979. In its downstream reach, the flow decreased consistently until the channel near the mouth had only standing water or was dry. The dissolved-solids concentration of streamflow during periods of high flow (1 cubic foot per second or more) in the spring months ranged from 700 to about 1,000 milligrams per liter and during periods of lesser flow (0.5 cubic foot per second or less) in the summer ranged from about 1,300 to 1,600 milligrams per liter.

Forty-two cased observation wells were used to obtain data on aquifer characteristics and quality of water. Relatively clean (free of silt or mud) sandstone beds have transmissivities of about 15 feet squared per day; the water was a magnesium sulfate or sodium sulfate type and dissolved-solids concentrations ranged from about 2,170 to 3,260 milligrams per liter. The Wall coal aquifer has transmissivities ranging from 2.5 to 65 feet squared per day; the water was a sodium sulfate type and dissolved-solids concentrations ranged from 1,820 to 4,190 milligrams per liter. The Brewster-Arnold coal aquifer has transmissivities similar to those of the Wall coal but the water was a sodium bicarbonate type; the water contained an excessive concentration of fluoride (more than 10 milligrams per liter) and had a very high sodium-adsorption ratio (more than 60).

The alluvial aquifer in the Prairie Dog Creek valley has transmissivities ranging from about 1,000 to 5,000 feet squared per day in the middle reaches and as much as 9,200 feet squared per day near the mouth of the creek. The water quality changed from a magnesium sulfate type in the middle reaches to a sodium sulfate type near the mouth. The dissolved-solids concentration decreased from about 1,700 milligrams per liter in the middle reaches to about 1,100 milligrams per liter near the mouth as inflow of water from clinker and alluvial deposits beneath terraces diluted the alluvial water.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8137","collaboration":"Report prepared on behalf of the U.S. Bureau of Land Management","usgsCitation":"McClymonds, N.E., 1982, Hydrology of the Prairie Dog Creek drainage basin, Rosebud and Big Horn Counties, Montana: U.S. Geological Survey Water-Resources Investigations Report 81-37, vii, 64 p., https://doi.org/10.3133/wri8137.","productDescription":"vii, 64 p.","costCenters":[],"links":[{"id":158797,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0037/report-thumb.jpg"},{"id":380150,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0037/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","county":"Big Horn County, Rosebud County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -107.86376953125,\n 44.99588261816546\n ],\n [\n -106.512451171875,\n 44.99588261816546\n ],\n [\n -106.512451171875,\n 45.99314540468519\n ],\n [\n -107.86376953125,\n 45.99314540468519\n ],\n [\n -107.86376953125,\n 44.99588261816546\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca4c","contributors":{"authors":[{"text":"McClymonds, N. E.","contributorId":94653,"corporation":false,"usgs":true,"family":"McClymonds","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200158,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26336,"text":"wri824012 - 1982 - Technique for estimating magnitude and frequency of floods in natural-flow streams in Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri824012","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4012","title":"Technique for estimating magnitude and frequency of floods in natural-flow streams in Florida","docAbstract":"A technique is presented for estimating floods on natural-flow streams in Florida for specific recurrence intervals of 2, 5, 10 , 25, 50, 100, 200, and 500 years. Florida peaks from 159 stream-gaging stations with long-term records (10-53 years) and 23 rainfall-runoff stations with short-term records (7-17 years) were used in a multiple linear regression analysis to develop the regional equations relating peak discharge to basin characteristics. The State is divided into 3 hydrologic regions, A, B, and C. The significant independent variables in Regions A and C were drainage area, channel slope, and lake area. In Region B, the significant independent variables were drainage area and lake area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824012","usgsCitation":"Bridges, W.C., 1982, Technique for estimating magnitude and frequency of floods in natural-flow streams in Florida: U.S. Geological Survey Water-Resources Investigations Report 82-4012, v, 49 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824012.","productDescription":"v, 49 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158015,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4012/report-thumb.jpg"},{"id":55135,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4012/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55136,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4012/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa2be","contributors":{"authors":[{"text":"Bridges, W. C.","contributorId":73996,"corporation":false,"usgs":true,"family":"Bridges","given":"W.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196203,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28159,"text":"wri824097 - 1982 - Hydrologic information for land-use planning, Badger Road area, Fairbanks, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri824097","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4097","title":"Hydrologic information for land-use planning, Badger Road area, Fairbanks, Alaska","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824097","usgsCitation":"Krumhardt, A., 1982, Hydrologic information for land-use planning, Badger Road area, Fairbanks, Alaska: U.S. Geological Survey Water-Resources Investigations Report 82-4097, iv, 18 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824097.","productDescription":"iv, 18 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120171,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4097/report-thumb.jpg"},{"id":56993,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4097/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6069b2","contributors":{"authors":[{"text":"Krumhardt, A.P.","contributorId":11253,"corporation":false,"usgs":true,"family":"Krumhardt","given":"A.P.","affiliations":[],"preferred":false,"id":199315,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25462,"text":"wri8223 - 1982 - Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin","interactions":[],"lastModifiedDate":"2023-12-13T22:19:53.342114","indexId":"wri8223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-23","title":"Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin","docAbstract":"

The primary effects of a floodwater-retarding structure (FRS) on the streamflow of Trout Creek, Wisconsin, are attenuation of flood peaks and extension of the time base of flood hydrographs. Reduction of flood peaks ranged from 58 to 91 percent during the study period from 1975 to 1979.

\n

There is an inverse relation between sediment concentration and outflow from the FRS during floods. As water went into storage in the flood pool in March 1976, the daily-mean total-sediment concentration in the FRS outflow dropped from 562 to 147 milligrams per liter. Sediment concentration subsequently increased to 809 milligrams per liter as the discharge from the FRS dropped; concentrations remained more than 400 milligrams per liter for several weeks thereafter. Most sediment stored in the flood pool during flood flows is released from the reservoir during subsequent reduced discharge. Sediment trapping efficiency of the FRS was about 7 percent for the 4-year period of the study.

\n

The bankfull capacity of the channel was reduced from 154 cubic feet per second upstream from the flood pool of the FRS to 65 cubic feet per second just downstream from the FRS. This latter discharge corresponds closely to the normal FRS outflow of 58 to 71 cubic feet per second during floods. Mean bankfull depth downstream from the FRS has adjusted to a value 45 percent less than upstream from the structure due to sedimentation of materials transported from the FRS during reduced flows. The hydraulic geometry and relationships between channel geometry and drainage area indicate little effect of the FRS near the mouth of Trout Creek, 2.4 miles downstream from the FRS. The arthropod fauna of Trout Creek is large and diverse. No effects of the FRS on these fauna were observed from April 1975 to October 1979.

\n

From fall 1975 to winter 1978, the most important factor contributing to increased brown trout egg survival and fry emergence in Trout Creek during a single reproductive season is higher water temperatures in the upper reaches of the stream. The FRS was not found to have any significant effect on trout reproduction during that period.

\n

From 1960 to 1979, winter floods seem to have had the greatest adverse effect on the survival of brown trout eggs and sac fry. Although construction of the FRS has eliminated some spawning gravels in the flood pool owing to sedimentation, the wild trout have adapted by using spawning grounds above the flood pool more extensively and intensively. The FRS has not blocked the upstream migration of spawning trout, but it has eliminated similar migrations of fish that compete with and prey on the trout. Controlled streamflows downstream from the FRS have had a stabilizing influence on the limited trout reproduction in this region.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8223","collaboration":"Prepared in cooperation wit the Wisconsin Department of Natural Resources","usgsCitation":"Baima, S., Graczyk, D.J., Field, S.J., Wentz, D.A., Hilsenhoff, W.L., Avery, E.L., and Brynildson, O.M., 1982, Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 82-23, vi, 68 p., https://doi.org/10.3133/wri8223.","productDescription":"vi, 68 p.","numberOfPages":"76","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":423548,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35522.htm","linkFileType":{"id":5,"text":"html"}},{"id":123564,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0023/report-thumb.jpg"},{"id":54192,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","otherGeospatial":"Trout Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -90.00720977783203,\n 43.00941729870574\n ],\n [\n -90.00720977783203,\n 43.15760973366244\n ],\n [\n -89.86026763916016,\n 43.15760973366244\n ],\n [\n -89.86026763916016,\n 43.00941729870574\n ],\n [\n -90.00720977783203,\n 43.00941729870574\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624ab3","contributors":{"editors":[{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":890148,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Graczyk, David J.","contributorId":208789,"corporation":false,"usgs":false,"family":"Graczyk","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890149,"contributorType":{"id":2,"text":"Editors"},"rank":2}],"authors":[{"text":"Baima, Steve","contributorId":332431,"corporation":false,"usgs":false,"family":"Baima","given":"Steve","email":"","affiliations":[],"preferred":false,"id":890150,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Graczyk, David J.","contributorId":208789,"corporation":false,"usgs":false,"family":"Graczyk","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890151,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Field, Stephen J.","contributorId":53800,"corporation":false,"usgs":true,"family":"Field","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890152,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":890153,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hilsenhoff, William L.","contributorId":332432,"corporation":false,"usgs":false,"family":"Hilsenhoff","given":"William","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":890154,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Avery, Eddie L.","contributorId":332433,"corporation":false,"usgs":false,"family":"Avery","given":"Eddie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":890155,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Brynildson, O. M.","contributorId":332434,"corporation":false,"usgs":false,"family":"Brynildson","given":"O.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":890156,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}} ,{"id":26734,"text":"wri824009 - 1982 - Hydrology of coal-resource areas in the southern Wasatch Plateau, central Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri824009","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4009","title":"Hydrology of coal-resource areas in the southern Wasatch Plateau, central Utah","docAbstract":"The study defines the surface and groundwater hydrology of coal-resources areas in the Southern Wasatch Plateau in Central Utah and, where possible, predicts the hydrologic impacts of underground mining. Discharge data at four streamflow gaging stations indicated that from 5 to 29% of the average annual precipitation on a drainage runs off streams, mainly during the snowmelt period (spring and summer). Most of the base flow of streams originates as spring discharge in the higher altitudes of drainages. Peak flows, average 7-day flood flows, and flood depths were related to basin characteristics in order to develop flood equations for ungaged sites. Chemical quality of surface water was suitable for most uses. Dissolved-solids concentrations ranged from 97 to 835 milligrams per liter in 61 samples collected throughout the area. Data from wells and coal-test holes, and a comprehensive spring inventory indicate that groundwater occurs in all geologic units exposed in the study area. The coal-bearing Blackhawk Formation and underlying Star Point Sandstone are saturated in most areas. Some future mining operations would require dewatering of the Star Point-Blackhawk aquifer. Most of the springs issue from the Flagstaff Limestone and North Horn Formation above the Star Point-Blackhawk aquifer. It is not known whether water in the Flagstaff and North Horn is perched. Dissolved-solids concentrations in groundwater ranged from 105 to 1,080 milligrams per liter in 87 analyzed samples. Water levels in wells, the discharge of springs, benthic invertebrates in streams, and quantity and quality of mine effluents all need to be monitored in order to detect changes in the hydrologic system caused by coal mining. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824009","usgsCitation":"Danielson, T.W., and Sylla, D., 1982, Hydrology of coal-resource areas in the southern Wasatch Plateau, central Utah: U.S. Geological Survey Water-Resources Investigations Report 82-4009, vi, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824009.","productDescription":"vi, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123766,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4009/report-thumb.jpg"},{"id":55610,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4009/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55611,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4009/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55612,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4009/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55613,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601f43","contributors":{"authors":[{"text":"Danielson, T. W.","contributorId":48590,"corporation":false,"usgs":true,"family":"Danielson","given":"T.","middleInitial":"W.","affiliations":[],"preferred":false,"id":196908,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sylla, D.A.","contributorId":26333,"corporation":false,"usgs":true,"family":"Sylla","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":196907,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26400,"text":"wri8245 - 1982 - Delineation and hydrologic effects of a gasoline leak at Stovepipe Wells Hotel, Death Valley National Monument, California","interactions":[],"lastModifiedDate":"2019-08-05T11:21:19","indexId":"wri8245","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-45","title":"Delineation and hydrologic effects of a gasoline leak at Stovepipe Wells Hotel, Death Valley National Monument, California","docAbstract":"Ground water is the only local source of water available to the Stovepipe Wells Hotel facilities of the Death Valley National Monument, California. A leak in a service station storage tank caused the formation of a gasoline layer overlying the water table, creating the potential for contamination of the water supply. The maximum horizontal extent of the gasoline layer was mathematically estimated to be 1,300 feet downgradient from the leaky gasoline tank. Exploratory drilling detected the gasoline layer between 900 and 1,400 feet downgradient and between 50 and 150 feet upgradient from the source. Traces of the soluble components of gasoline were also found in the aquifer 150 feet upgradient, and 250 feet distant from the source perpendicular to the direction of ground-water movement. The gasoline spill is not likely to have an effect on the supply wells located 0.4 mile south of the leak source, which is nearly perpendicular to the direction of ground-water movement and the primary direction of gasoline movement in the area. No effect on phreatophytes 2 miles downgradient from the layer is likely, but the potential effects of gasoline vapors within the unsaturated zone on local xerophytes are not known. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8245","usgsCitation":"Buono, A., and Packard, E.M., 1982, Delineation and hydrologic effects of a gasoline leak at Stovepipe Wells Hotel, Death Valley National Monument, California: U.S. Geological Survey Water-Resources Investigations Report 82-45, iv, 23 p. , https://doi.org/10.3133/wri8245.","productDescription":"iv, 23 p. ","costCenters":[],"links":[{"id":157879,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0045/report-thumb.jpg"},{"id":366241,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Death Valley National Monument","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.14996337890625,\n 36.605055259475584\n ],\n [\n -117.14275360107422,\n 36.605055259475584\n ],\n [\n -117.14275360107422,\n 36.60774238525424\n ],\n [\n -117.14996337890625,\n 36.60774238525424\n ],\n [\n -117.14996337890625,\n 36.605055259475584\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671cbe","contributors":{"authors":[{"text":"Buono, A.","contributorId":61034,"corporation":false,"usgs":true,"family":"Buono","given":"A.","email":"","affiliations":[],"preferred":false,"id":196323,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Packard, Elaine M.","contributorId":99593,"corporation":false,"usgs":true,"family":"Packard","given":"Elaine","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196324,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26851,"text":"wri824111 - 1982 - Geologic and well-construction data for the H-9 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri824111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4111","title":"Geologic and well-construction data for the H-9 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"The H-9 complex, a group of three closely spaced boreholes, is located 5.5 miles south of the proposed Waste Isolation Pilot Plant (WIPP) site in east-central Eddy County, New Mexico. The holes were drilled during July, August, and September 1979 to obtain geologic and hydrologic data to better define the regional ground-water-flow system. The geologic data presented in this report are part of a site-characterization study for the possible storage of defense-associated radioactive wastes within salt beds of the Salado Formation of Permian age. The geologic data include detailed descriptions of cores, cuttings, and geophysical logs. Each borehole was designed to penetrate a distinct water-bearing zone: H-9a (total depth 559 feet) was completed just below the Magenta Dolomite Member of the Rustler Formation; H-9b (total depth 708 feet) was completed just below the Culebra Dolomite Member of the Rustler Formation; H-9c (total depth 816 feet) was completed below the Rustler Formation-Salado Formation contact. The geologic units penetrated in borehole H-9c are eolian sand of Holocene age (0-5 feet); the Gatuna Formation of Pleistocene age; (5-25 feet); and the Dewey Lake Red Beds (25-455 feet), the Rustler Formation (455.791 feet), and part of the Salado Formation (791-816 feet), all of Permian age. Three sections (494-501 feet, 615-625 feet, 692-712 feet) in the Rustler Formation penetrated by borehole H-9c are composed of remnant anhydrite (locally altered to gypsum) and clay and silt residue from the dissolution of much thicker seams of argillaceous and silty halite. This indicates that the eastward-moving dissolution within the Rustler Formation, found just to the west of the WIPP site, is present at the H-9 site. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824111","usgsCitation":"Drellack, S., and Wells, J., 1982, Geologic and well-construction data for the H-9 borehole complex near the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-4111, iv, 36 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824111.","productDescription":"iv, 36 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4111/report-thumb.jpg"},{"id":55740,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4111/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55741,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a64b5","contributors":{"authors":[{"text":"Drellack, S.L.","contributorId":19973,"corporation":false,"usgs":true,"family":"Drellack","given":"S.L.","affiliations":[],"preferred":false,"id":197118,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wells, J.G.","contributorId":85198,"corporation":false,"usgs":true,"family":"Wells","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":197119,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26793,"text":"wri828 - 1982 - Results of hydrologic tests and water-chemistry analyses, Wells H-6A, H-6B, and H-6C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2020-08-06T01:53:23.455795","indexId":"wri828","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-8","title":"Results of hydrologic tests and water-chemistry analyses, Wells H-6A, H-6B, and H-6C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"

Hydrologic testing was conducted at wells H-6A, H-6B, and H-6C in the northwestern part of the proposed Waste Isolation Pilot Plant site in southeastern New Mexico to define hydraulic properties of three water-bearing zones. The zones tested were the Magenta and Culebra Dolomite Members of the Rustler Formation and the Rustler Formation-Salado Formation contact. The Magenta Dolomite and the Rustler-Salado contact yield water to wells at rates less than 0.5 gallon per minute as determined from shut-in and slug tests. A transmissivity value for the Culebra Dolomite Member was obtained by conducting conventional pumping and recovery tests in well H-6B; this well was pumped at a rate of approximately 11 gallons per minute.

Water samples from the Magenta Dolomite Member of the Rustler Formation had a dissolved-solids concentration of 5,760 milligrams per liter. The major chemical constituents of water samples from this zone were sulfate, sodium, and chloride. Water samples from the Culebra Dolomite Member of the Rustler Formation had dissolved-solids concentration of 52,600 milligrams per liter, and samples from the Rustler Formation-Salado Formation contact had 316,000 milligrams per liter; chloride and sodium were the major constituents in the water samples. Radium-266, a naturally occurring radioactive element, was present in samples from all three zones.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri828","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Dennehy, K.F., 1982, Results of hydrologic tests and water-chemistry analyses, Wells H-6A, H-6B, and H-6C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-8, viii, 68 p., https://doi.org/10.3133/wri828.","productDescription":"viii, 68 p.","costCenters":[],"links":[{"id":377053,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0008/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158531,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0008/report-thumb.jpg"}],"country":"United States","state":"New Mexico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.86175537109375,\n 32.001088607540446\n ],\n [\n -103.06549072265625,\n 32.001088607540446\n ],\n [\n -103.06549072265625,\n 32.91187391621322\n ],\n [\n -104.86175537109375,\n 32.91187391621322\n ],\n [\n -104.86175537109375,\n 32.001088607540446\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602a0e","contributors":{"authors":[{"text":"Dennehy, Kevin F. kdennehy@usgs.gov","contributorId":1128,"corporation":false,"usgs":true,"family":"Dennehy","given":"Kevin","email":"kdennehy@usgs.gov","middleInitial":"F.","affiliations":[{"id":509,"text":"Office of the Associate Director for Water","active":true,"usgs":true}],"preferred":true,"id":197011,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26792,"text":"wri8219 - 1982 - Results of hydrologic tests and water-chemistry analyses, wells H-5A, H-5B, and H-5C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2020-11-05T21:11:17.880652","indexId":"wri8219","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-19","title":"Results of hydrologic tests and water-chemistry analyses, wells H-5A, H-5B, and H-5C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"

Data were collected during hydrologic testing at wells H-5A, H-5B, and H-5C in the northeastern part of the proposed Waste Isolation Pilot Plant site in southeastern New Mexico. The three water-bearing zones tested, the Magenta and Culebra Dolomite Members of the Rustler Formation and the Rustler Formation-Salado Formation contact, yield water to wells at rates less than 0.6 gallon per minute. Throughout the testing, water-pressure response in the tested zone was monitored by a pressure-transducer system. Shut-in and slug tests were conducted to acquire data from which the following values were derived.

Dissolved-solids concentrations In water samples were: (1) Magenta Dolomite Member, 6,090 milligrams per liter; (2) Culebra Dolomite Member, 144,000 milligrams per liter; and (3) Rustler Formation-Salado Formation contact, 412,000 milligrams per liter. The major chemical constituents of water samples from the Magenta Dolomite Member were sodium and sulfate; from the Culebra Dolomite Member, sodium and chloride; and from the Rustler Formation-Salado Formation contact, magnesium and chloride. Radium-226, a naturally occurring radioactive element, was present in samples from all three zones.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8219","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Dennehy, K.F., and Mercer, J.W., 1982, Results of hydrologic tests and water-chemistry analyses, wells H-5A, H-5B, and H-5C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-19, viii, 83 p., https://doi.org/10.3133/wri8219.","productDescription":"viii, 83 p.","costCenters":[],"links":[{"id":380216,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158530,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0019/report-thumb.jpg"}],"country":"United States","state":"New Mexico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.65576171875,\n 31.994100723260804\n ],\n [\n -103.0572509765625,\n 31.994100723260804\n ],\n [\n -103.0572509765625,\n 32.98562797456918\n ],\n [\n -104.65576171875,\n 32.98562797456918\n ],\n [\n -104.65576171875,\n 31.994100723260804\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604534","contributors":{"authors":[{"text":"Dennehy, Kevin F. kdennehy@usgs.gov","contributorId":1128,"corporation":false,"usgs":true,"family":"Dennehy","given":"Kevin","email":"kdennehy@usgs.gov","middleInitial":"F.","affiliations":[{"id":509,"text":"Office of the Associate Director for Water","active":true,"usgs":true}],"preferred":true,"id":197009,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mercer, Jerry W.","contributorId":32534,"corporation":false,"usgs":true,"family":"Mercer","given":"Jerry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197010,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48793,"text":"ofr8250 - 1982 - Methodology for Hydrologic Evaluation of a Potential Surface Mine: Loblolly Branch Basin, Tuscaloosa County, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:10:22","indexId":"ofr8250","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-50","title":"Methodology for Hydrologic Evaluation of a Potential Surface Mine: Loblolly Branch Basin, Tuscaloosa County, Alabama","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr8250","usgsCitation":"Shown, L.M., Frickel, D., Miller, R., and Branson, F., 1982, Methodology for Hydrologic Evaluation of a Potential Surface Mine: Loblolly Branch Basin, Tuscaloosa County, Alabama (WRI/OFR 82-50): U.S. Geological Survey Open-File Report 82-50, vii, 93 p., https://doi.org/10.3133/ofr8250.","productDescription":"vii, 93 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":169624,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"WRI/OFR 82-50","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629fa5","contributors":{"authors":[{"text":"Shown, Lynn M.","contributorId":7326,"corporation":false,"usgs":true,"family":"Shown","given":"Lynn","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":238266,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frickel, D. G.","contributorId":11213,"corporation":false,"usgs":true,"family":"Frickel","given":"D. G.","affiliations":[],"preferred":false,"id":238267,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R.F.","contributorId":83882,"corporation":false,"usgs":true,"family":"Miller","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":238269,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Branson, F.A.","contributorId":31430,"corporation":false,"usgs":true,"family":"Branson","given":"F.A.","affiliations":[],"preferred":false,"id":238268,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":48795,"text":"ofr82694 - 1982 - Submersed aquatic vegetation in the tidal Potomac River and Estuary of Maryland, Virginia and the District of Columbia; Hydrologic data report, May, 1978 to November, 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:10:22","indexId":"ofr82694","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-694","title":"Submersed aquatic vegetation in the tidal Potomac River and Estuary of Maryland, Virginia and the District of Columbia; Hydrologic data report, May, 1978 to November, 1981","language":"ENGLISH","doi":"10.3133/ofr82694","usgsCitation":"Paschal, J.E., Miller, D.R., Bartow, N.C., and Carter, V., 1982, Submersed aquatic vegetation in the tidal Potomac River and Estuary of Maryland, Virginia and the District of Columbia; Hydrologic data report, May, 1978 to November, 1981: U.S. Geological Survey Open-File Report 82-694, 220 p., https://doi.org/10.3133/ofr82694.","productDescription":"220 p.","costCenters":[],"links":[{"id":169706,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0694/report-thumb.jpg"},{"id":85626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0694/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b89","contributors":{"authors":[{"text":"Paschal, James E. Jr.","contributorId":45768,"corporation":false,"usgs":true,"family":"Paschal","given":"James","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":238272,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Darin R.","contributorId":64713,"corporation":false,"usgs":true,"family":"Miller","given":"Darin","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":238274,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bartow, Nancy C.","contributorId":56203,"corporation":false,"usgs":true,"family":"Bartow","given":"Nancy","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":238273,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Carter, Virginia","contributorId":12018,"corporation":false,"usgs":true,"family":"Carter","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":238271,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":42569,"text":"ofr82760 - 1982 - Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma","interactions":[],"lastModifiedDate":"2017-09-29T08:09:44","indexId":"ofr82760","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-760","title":"Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma","docAbstract":"During 1978, the U.S. Geological Survey began a 5-year study of the High Plains regional aquifer system to provide hydrologic information for evaluation of the effects of long-term development of the aquifer and to develop computer models for prediction of aquifer response to alternative changes in ground-water management (Weeks, 1978). This report is one of a series presenting hydrologic information of the High Plains aquifer in Oklahoma.\r\nThe 1980 saturated thickness of the High Plains regional aquifer in Oklahoma is shown for the eastern area (plate 1), consisting of Harper, Ellis, Woodward, Dewey, and Roger Mills Counties, and for the Panhandle area (plate 2), consisting of Cimarron, Texas, and Beaver Counties.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82760","usgsCitation":"Havens, J., 1982, Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma: U.S. Geological Survey Open-File Report 82-760, 2 Plates: 24.15 x 35.67 inches and 46.57 x 17.35 inches, https://doi.org/10.3133/ofr82760.","productDescription":"2 Plates: 24.15 x 35.67 inches and 46.57 x 17.35 inches","costCenters":[],"links":[{"id":346202,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0760/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":346203,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0760/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168758,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0760/report-thumb.jpg"}],"country":"United States","state":"Oklahoma","otherGeospatial":"High Plains Regional Aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -103.0023193359375,\n 36.99816565700228\n ],\n [\n -103.0078125,\n 36.49638952000399\n ],\n [\n -100.008544921875,\n 36.50963615733049\n ],\n [\n -99.99755859375,\n 35.38457160381764\n ],\n [\n -99.151611328125,\n 35.38457160381764\n ],\n [\n -99.151611328125,\n 37.00255267215955\n ],\n [\n -103.0023193359375,\n 36.99816565700228\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdbcc","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":226729,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18910,"text":"ofr82858 - 1982 - Hydrology of area 29, Eastern Region, Interior Coal Province, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:07:32","indexId":"ofr82858","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-858","title":"Hydrology of area 29, Eastern Region, Interior Coal Province, Illinois","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82858","usgsCitation":"Fitzgerald, K.K., Peters, C., and Zuehls, E., 1982, Hydrology of area 29, Eastern Region, Interior Coal Province, Illinois: U.S. Geological Survey Open-File Report 82-858, v, 70 p. :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/ofr82858.","productDescription":"v, 70 p. :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":95418,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0858/report.pdf","size":"21673","linkFileType":{"id":1,"text":"pdf"}},{"id":94523,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015048193042"},{"id":151499,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0858/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db6021e6","contributors":{"authors":[{"text":"Fitzgerald, K. K.","contributorId":34501,"corporation":false,"usgs":true,"family":"Fitzgerald","given":"K.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":179968,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peters, C.A.","contributorId":29794,"corporation":false,"usgs":true,"family":"Peters","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":179967,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zuehls, E.E.","contributorId":19942,"corporation":false,"usgs":true,"family":"Zuehls","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":179966,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27999,"text":"wri824074 - 1982 - Physical and hydrologic environments of the Mulberry coal reserves in eastern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri824074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4074","title":"Physical and hydrologic environments of the Mulberry coal reserves in eastern Kansas","docAbstract":"Strippable reserves of Mulberry coal underlie an area of approximately 300 square miles of Miami, Linn, and Bourbon Counties of eastern Kansas. Although subject to State reclamation law, current and projected strip mining of this relatively thin coal seam could alter and hydrologic environment of the study area. Drained by the Marais des Cygnes and Little Osage Rivers and their tributaries, this area is characterized by low relief and moderately impermeable soils. Streamflows are poorly sustained by ground-water discharge and fluctuate widely due to climatic extremes and usage of surface-water supplies. Because ground-water supplies are generally unreliable in quantity and quality, surface water is used to meet most water requirements in the study area. Primary used of surface waters are for domestic supplies, maintenance of wildlife and recreational areas, and cooling needs at LaCygne Power Plant. The prevailing chemical type of the natural streamflow is calcium bicarbonate, with concentrations of dissolved solids generally less than 500 milligrams per liter and pH near neutral. Additional streamflow and water-quality data are needed to evaluate the premining characteristics of and the anticipated changes in the hydrologic environment as strip mining proceeds within the study area. A network of data-collection stations and a sampling scheme have been established to acquire this additional information. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri824074","usgsCitation":"Kenny, J.F., Bevans, H., and Diaz, A., 1982, Physical and hydrologic environments of the Mulberry coal reserves in eastern Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-4074, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824074.","productDescription":"50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122828,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4074/report-thumb.jpg"},{"id":56826,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c0f","contributors":{"authors":[{"text":"Kenny, J. F.","contributorId":100378,"corporation":false,"usgs":true,"family":"Kenny","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199042,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bevans, H.E.","contributorId":102892,"corporation":false,"usgs":true,"family":"Bevans","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":199043,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Diaz, A.M.","contributorId":27084,"corporation":false,"usgs":true,"family":"Diaz","given":"A.M.","email":"","affiliations":[],"preferred":false,"id":199041,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25600,"text":"wri824076 - 1982 - Hydrologic-information needs for oil-shale development, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri824076","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4076","title":"Hydrologic-information needs for oil-shale development, northwestern Colorado","docAbstract":"Hydrologic information is not adequate for proper development of the large oil-shale reserves of Piceance basin in northwestern Colorado. Exploratory drilling and aquifer testing are needed to define the hydrologic system, to provide wells for aquifer testing, to design mine-drainage techniques, and to explore for additional water supplies. Sampling networks are needed to supply hydrologic data on the quantity and quality of surface water, ground water, and springs. A detailed sampling network is proposed for the White River basin because of expected impacts related to water supplies and waste disposal. Emissions from oil-shale retorts to the atmosphere need additional study because of possible resulting corrosion problems and the destruction of fisheries. Studies of the leachate materials and the stability of disposed retorted shale piles are needed to insure that these materials will not cause problems. Hazards related to in-situ retorts, and the wastes related to oil-shale development in general also need further investigation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824076","usgsCitation":"Taylor, O., 1982, Hydrologic-information needs for oil-shale development, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 82-4076, ix, 101 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824076.","productDescription":"ix, 101 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123458,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4076/report-thumb.jpg"},{"id":54344,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4076/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66710d","contributors":{"authors":[{"text":"Taylor, O.J.","contributorId":71584,"corporation":false,"usgs":true,"family":"Taylor","given":"O.J.","email":"","affiliations":[],"preferred":false,"id":194363,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43040,"text":"ofr82120 - 1982 - Semiannual water-table and potentiometric surface for two water-yielding zones in the surficial aquifer, 1975-79, Naples area, Florida","interactions":[],"lastModifiedDate":"2022-04-15T17:45:10.428533","indexId":"ofr82120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-120","title":"Semiannual water-table and potentiometric surface for two water-yielding zones in the surficial aquifer, 1975-79, Naples area, Florida","docAbstract":"

Potable ground water in the Naples area along the coastal ridge of western Collier County, Florida, is available from two principal sources-the water-table zone and the pumped zone, both within the surficial aquifer. The primary source of public supply is from the pumped zone, locally known as the Coastal Ridge aquifer. Water levels in wells in the pumped zone respond rapidly to pumpage and usually indicate a cone of depression in most of the highly urbanized Naples area. The cone of depression caused by pumpage has created significant water-level differences between the water-table zone and pumped zone. Water-level differences in the two zones from 1975 to 1979 frequently exceed 10 feet. The maps have been drawn to be representative of hydrologic conditions in both zones for the wet and dry seasons from 1975-79. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82120","collaboration":"Prepared in cooperation with Collier County","usgsCitation":"Buchmiller, R., 1982, Semiannual water-table and potentiometric surface for two water-yielding zones in the surficial aquifer, 1975-79, Naples area, Florida: U.S. Geological Survey Open-File Report 82-120, 2 Plates: 36.64 x 25.00 inches and 37.02 x 25.10 inches, https://doi.org/10.3133/ofr82120.","productDescription":"2 Plates: 36.64 x 25.00 inches and 37.02 x 25.10 inches","costCenters":[],"links":[{"id":398846,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0120/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398845,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0120/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397220,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13663.htm"},{"id":176195,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0120/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Naples","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.815185546875,\n 25.975329851614575\n ],\n [\n -81.57623291015625,\n 25.975329851614575\n ],\n [\n -81.57623291015625,\n 26.305726417424278\n ],\n [\n -81.815185546875,\n 26.305726417424278\n ],\n [\n -81.815185546875,\n 25.975329851614575\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d24","contributors":{"authors":[{"text":"Buchmiller, R.C.","contributorId":59458,"corporation":false,"usgs":true,"family":"Buchmiller","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":227623,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}