A finite-difference model of ground-water flow within stratified drift in the 14-mile reach of the Susquehanna River valley from Binghamton west to the Tioga County line (including Johnson City, Endicott, and Vestal) has been developed. Outwash is the most permeable and extensive type of stratified drift in the valley but has only small saturated thickness except where it is downwarped beneath ice-block depressions. The outwash is commonly underlain by extensive beds of silt and clay deposited in proglacial lakes. Older ice-contact deposits are also extensive and provide the largest yields to wells but are highly variable in thickness and commonly siltier than the outwash. The ice-contact deposits seem to occur mainly as ridges that parallel the axis of major valleys and are buried beneath later lacustrine and outwash sediments.
The model simulates horizontal flow in two layers; the upper layer generally represents outwash, and the lower layer generally represents older ice-contact deposits. The model also simulates vertical flow between those layers through the beds of silt and clay or, where the two aquifer layers are in direct contact, through sand and gravel.
The model has been calibrated to reproduce observed water levels that represent steady-state conditions. Aquifer properties, recharge from several sources, river stage, and pumpage from several municipal and industrial well fields were calculated from data collected largely in 1981. Major streams were treated as constant specified heads in the upper layer. Data are available to refine the calibration.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854099","usgsCitation":"Randall, A.D., 1986, Aquifer model of the Susquehanna River valley in southwestern Broome County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4099, Report: vi, 38 p.; 4 Plates: 41.02 x 19.73 or smaller, https://doi.org/10.3133/wri854099.","productDescription":"Report: vi, 38 p.; 4 Plates: 41.02 x 19.73 or smaller","costCenters":[],"links":[{"id":58107,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4099/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58108,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4099/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158284,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4099/report-thumb.jpg"},{"id":58109,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4099/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58110,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4099/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366617,"rank":6,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","county":"Broome County","otherGeospatial":"Susquehanna River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.13250732421875,\n 42.00542768820574\n ],\n [\n -75.84548950195312,\n 42.00542768820574\n ],\n [\n -75.84548950195312,\n 42.188846538629164\n ],\n [\n -76.13250732421875,\n 42.188846538629164\n ],\n [\n -76.13250732421875,\n 42.00542768820574\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f92","contributors":{"authors":[{"text":"Randall, Allan D. arandall@usgs.gov","contributorId":1168,"corporation":false,"usgs":true,"family":"Randall","given":"Allan","email":"arandall@usgs.gov","middleInitial":"D.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201233,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":16393,"text":"ofr86138 - 1986 - Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85","interactions":[{"subject":{"id":16393,"text":"ofr86138 - 1986 - Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85","indexId":"ofr86138","publicationYear":"1986","noYear":false,"title":"Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85"},"predicate":"SUPERSEDED_BY","object":{"id":70044053,"text":"70044053 - 1987 - Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85","indexId":"70044053","publicationYear":"1987","noYear":false,"title":"Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85"},"id":1}],"supersededBy":{"id":70044053,"text":"70044053 - 1987 - Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85","indexId":"70044053","publicationYear":"1987","noYear":false,"title":"Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85"},"lastModifiedDate":"2021-02-23T00:52:45.562195","indexId":"ofr86138","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-138","title":"Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85","docAbstract":"During 1979-84, 35 wells completed in the principal aquifer in the Salt Lake Valley, Utah, that had been sampled during 1962-67 were resampled to determine if water quality changes had occurred. The dissolved solids concentration of the water from 13 of the wells has increased by more than 10% since 1962-67.
Much of the ground water between the mouth of Bingham Canyon and the Jordan River about 10 mi to the east has been contaminated by seepage from reservoirs and evaporation ponds associated with mining activities. Many domestic and irrigation wells yield water with concentrations of dissolved solids that exceed 2,000 mg/L. A reservoir in the mouth of Bingham Canyon contains acidic waters with a pH of 3 to 4 and concentrations of dissolved solids ranging from 43,000 to 68,000 mg/L. Seepage from evaporation ponds, which are about 4.5 mi east of the reservoir, also is acidic and contains similar concentrations of dissolved solids. East of the reservoir, where a steep hydraulic gradient exists along the mountain front, the velocities of contaminant movement were estimated to range from about 680-1,000 ft/yr.
Groundwater underlying part of the community of South Salt Lake near the Jordan River has been contaminated by leachate from uranium-mill tailings. The major effect of the leachate from the tailings of the Vitro Chemical Co. on the shallow unconfined aquifer downgradient from the tailings was the contribution of measurable quantities of dissolved solids, chloride, sulfate, iron, and uranium. The concentration of dissolved solids in uncontaminated water was 1,650 mg/L, whereas downgradient from the tailings area, the concentrations ranged from 2,320-21,000 mg/L. The maximum volume of contaminated water was estimated to be 7,800 acre-ft.
The major effect of the leachate from the Vitro tailings on the confined aquifer was the contribution of measurable quantities of dissolved solids, chloride, sulfate, and iron. The concentration of dissolved solids upgradient from the tailings was 330 mg/L, and beneath and downgradient from the tailings the concentrations were 864 and 1,240 mg/L. The minimum volume of contaminated water in the confined aquifer was estimated to be about 12,000 acre-ft.
A calibrated, 3-dimensional, ground-water flow model was used to simulate potential changes in the potentiometric surface due to hypothetical ground-water withdrawals from a postulated well field in the vicinity of the Salt Lake International Center. Using a pumping rate of 30 cubic feet per second, it would require about 3,900 years for the saline ground water from beneath the lake to travel the 7 miles to the postulated well field. (Lantz-PTT)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr86138","usgsCitation":"Waddell, K., Seiler, R.L., and Solomon, D.K., 1986, Chemical quality of ground water in Salt Lake Valley, Utah, 1969-85: U.S. Geological Survey Open-File Report 86-138, Report: v, 45 p.; 3 Plates: 29.93 x 42.04 inches or smaller, https://doi.org/10.3133/ofr86138.","productDescription":"Report: v, 45 p.; 3 Plates: 29.93 x 42.04 inches or smaller","costCenters":[],"links":[{"id":383563,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0138/Plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383562,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0138/Plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383561,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0138/Plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383560,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0138/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147669,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0138/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Salt Lake Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.12646484375,\n 40.413496049701955\n ],\n [\n -111.4453125,\n 40.413496049701955\n ],\n [\n -111.4453125,\n 40.97989806962013\n ],\n [\n -112.12646484375,\n 40.97989806962013\n ],\n [\n -112.12646484375,\n 40.413496049701955\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4883e4b07f02db517e7d","contributors":{"authors":[{"text":"Waddell, K.M.","contributorId":59009,"corporation":false,"usgs":true,"family":"Waddell","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":172771,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seiler, R. L.","contributorId":87546,"corporation":false,"usgs":true,"family":"Seiler","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":172772,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Solomon, D. K.","contributorId":98324,"corporation":false,"usgs":false,"family":"Solomon","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":172773,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":13917,"text":"ofr85693 - 1986 - Availability of selected meteorological data in computer-based files of the U.S. Geological Survey, Montana, North Dakota, South Dakota, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:06:45","indexId":"ofr85693","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-693","title":"Availability of selected meteorological data in computer-based files of the U.S. Geological Survey, Montana, North Dakota, South Dakota, and Wyoming","docAbstract":"Meteorological data were located, acquired, and stored from selected stations in Montana and North Dakota coal regions and adjacent areas including South Dakota and Wyoming. Data that were acquired have potential use in small watershed modeling studies. Emphasis was placed on acquiring data that was collected during the period 1970 to the present (1984). A map shows the location and type of stations selected. A narration summarizing conventions used in acquiring and storing the meteorological data is provided along with the various retrieval options available. Individual station descriptions are followed by tables listing the meteorological variables collected, period of obtained record, percentage of data recovery, and the instruments used and their description. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85693","usgsCitation":"Link, B.L., and Cary, L.E., 1986, Availability of selected meteorological data in computer-based files of the U.S. Geological Survey, Montana, North Dakota, South Dakota, and Wyoming: U.S. Geological Survey Open-File Report 85-693, v, 36 p. :map ;28 cm., https://doi.org/10.3133/ofr85693.","productDescription":"v, 36 p. :map ;28 cm.","costCenters":[],"links":[{"id":146285,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0693/report-thumb.jpg"},{"id":42587,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0693/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d85c","contributors":{"authors":[{"text":"Link, Brenda L.","contributorId":33971,"corporation":false,"usgs":true,"family":"Link","given":"Brenda","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":168633,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cary, L. E.","contributorId":47369,"corporation":false,"usgs":true,"family":"Cary","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":168634,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68224,"text":"ha691 - 1986 - Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon","interactions":[{"subject":{"id":43378,"text":"ofr84452 - 1984 - Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon","indexId":"ofr84452","publicationYear":"1984","noYear":false,"title":"Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":68224,"text":"ha691 - 1986 - Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon","indexId":"ha691","publicationYear":"1986","noYear":false,"title":"Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon"},"id":1}],"lastModifiedDate":"2013-11-12T15:07:25","indexId":"ha691","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"691","title":"Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon","docAbstract":"Prompted by the need for a current, accurate, and repeatable delineation of irrigated acreage on the Snake River Plain, the U.S. Geological Survey entered into a cooperative agreement with the Idaho Department of Water Resources Image Analysis Facility and the U.S. Bureau of Reclamation to delineate 1980 land use form Landsat data. Irrigated acreage data were needed as input to groundwater flow models developed by the U.S. Geological Survey in a study of the regional aquifer system underlying the Snake River Plain. Single-date digital multispectral scanner data analyzed to delineate land-use classes. Source of irrigation water (surface water, ground water, and combined) was determined from county maps of 1975 water-related land use, data from previous investigations, and field checking. Surface-water diversions for irrigation on the Snake River Plain began in the 1840's. With the stimulus of Federal aid authorized by the Desert Land Act, Carey Act, and Reclamation Act, irrigated area increased rapidly in the early 1900's. By 1929, 2.2 million acres were irrigated. Ground water became and important source of irrigation water after World War II. In 1980, about 3.1 million acres of the Snake River Plain were irrigate: 2.0 million acres with surface water, 1.0 million with ground water, and 0.1 million with combined surface and ground water. About 5.2 million acres (half of the plain) are undeveloped rangeland, 1.0 million acres (one-tenth) are classified as barren. The remaining land is a mixture of dryland agriculture, water bodies, wetland, forests, and urban areas.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha691","usgsCitation":"Lindholm, G.F., and Goodell, S.A., 1986, Irrigated acreage and other land uses on the Snake River Plain, Idaho and eastern Oregon: U.S. Geological Survey Hydrologic Atlas 691, 1 Plate: 43.90 x 33.00 inches, https://doi.org/10.3133/ha691.","productDescription":"1 Plate: 43.90 x 33.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":187949,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89581,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/691/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Idaho;Oregon","otherGeospatial":"Snake River Plain","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.25,42.0 ], [ -117.25,44.5 ], [ -111.5,44.5 ], [ -111.5,42.0 ], [ -117.25,42.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667289","contributors":{"authors":[{"text":"Lindholm, Gerald F.","contributorId":18374,"corporation":false,"usgs":true,"family":"Lindholm","given":"Gerald","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":277869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goodell, S. A.","contributorId":38168,"corporation":false,"usgs":true,"family":"Goodell","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277870,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":13875,"text":"ofr86407W - 1986 - Forward modeling computer program for the very low frequency, radio-wave, terrain-resistivity electromagnetic method: VLF.BAS","interactions":[],"lastModifiedDate":"2019-10-15T07:55:07","indexId":"ofr86407W","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-407","chapter":"W","title":"Forward modeling computer program for the very low frequency, radio-wave, terrain-resistivity electromagnetic method: VLF.BAS","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr86407W","usgsCitation":"Grantham, D.G., Haeni, F., and Mazzaferro, D.L., 1986, Forward modeling computer program for the very low frequency, radio-wave, terrain-resistivity electromagnetic method: VLF.BAS: U.S. Geological Survey Open-File Report 86-407, Report: iii, 31 p.; Diskette, https://doi.org/10.3133/ofr86407W.","productDescription":"Report: iii, 31 p.; Diskette","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":42495,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0407w/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144656,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0407w/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1de4b07f02db6a9650","contributors":{"authors":[{"text":"Grantham, Deborah G.","contributorId":10467,"corporation":false,"usgs":true,"family":"Grantham","given":"Deborah","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":168545,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haeni, F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":168546,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mazzaferro, David L.","contributorId":89539,"corporation":false,"usgs":true,"family":"Mazzaferro","given":"David","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":168547,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":12343,"text":"ofr86480 - 1986 - Two-hundred years of hydrogeology in the United States","interactions":[],"lastModifiedDate":"2018-10-23T17:31:38","indexId":"ofr86480","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-480","title":"Two-hundred years of hydrogeology in the United States","docAbstract":"The Hydrogeology Division of the Geological Society of America (GSA) sponsored a symposium entitled ' Hydrogeology in the United States, 1776- 1976 ' at the annual meeting of the GSA on November 9, 1976. The symposium was organized to provide a forum for discussion of major eras in the history of American hydrogeology and to contribute to the bicentennial celebration of the founding of the United States. Presentations were broken down into 3 sections: The Early Era (with a tribute to Oscar E. Meinzer), 1776-1920; Meinzer Era, 1910-1940; and the Modern Era (including scientific advantages; the quantification of hydrogeology; geochemistry; surface and borehole geophysics; and hydrogeology, policy, and politics) 1940-1976. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86480","usgsCitation":"Moore, J., Lohman, S.W., and Chase, E., 1986, Two-hundred years of hydrogeology in the United States: U.S. Geological Survey Open-File Report 86-480, vi, 110 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86480.","productDescription":"vi, 110 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":143748,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0480/report-thumb.jpg"},{"id":40581,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0480/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db6238a2","contributors":{"editors":[{"text":"Rosenshein, J.S.","contributorId":95082,"corporation":false,"usgs":true,"family":"Rosenshein","given":"J.S.","affiliations":[],"preferred":false,"id":749492,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Moore, J.E.","contributorId":34927,"corporation":false,"usgs":true,"family":"Moore","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":165962,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lohman, S. W.","contributorId":45318,"corporation":false,"usgs":true,"family":"Lohman","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":165964,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Chase, E.B.","contributorId":100357,"corporation":false,"usgs":true,"family":"Chase","given":"E.B.","email":"","affiliations":[],"preferred":false,"id":165965,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":12235,"text":"ofr86181 - 1986 - Preliminary report on aftershock sequence for earthquake of January 31, 1986, near Painesville, Ohio (time period: 2/1/86-2/10/86)","interactions":[],"lastModifiedDate":"2018-01-30T12:30:18","indexId":"ofr86181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-181","title":"Preliminary report on aftershock sequence for earthquake of January 31, 1986, near Painesville, Ohio (time period: 2/1/86-2/10/86)","docAbstract":"A ten-station array of broad-band digital instrumentation (GEOS) was deployed by the U. S. Geological Survey with partial support provided by Electric Power Research Institute to record the aftershock sequence of the moderate (mb ~ 4.9) earthquake that occurred on January 31, 1986 (16:46:43 UTC) near Painesville, Ohio. The occurrence of the event has raised questions concerning possible contributory factors to the occurrence of the event and questions concerning the character of earthquake-induced high-frequency ground motions in the area. To aid in the timely resolution of the implications of some of these questions, this preliminary report provides copies of the ground motion time-histories and corresponding spectra for the six identified aftershocks and two events, thought to be quarry blasts, recorded as of February 10, 1986. Recording station locations and epicenter locations based on two preliminary estimates of local seismic velocity structure are provided.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr86181","usgsCitation":"1986, Preliminary report on aftershock sequence for earthquake of January 31, 1986, near Painesville, Ohio (time period: 2/1/86-2/10/86): U.S. Geological Survey Open-File Report 86-181, 109 p., https://doi.org/10.3133/ofr86181.","productDescription":"109 p.","costCenters":[],"links":[{"id":986,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://nsmp.wr.usgs.gov/GEOS/CLV/OFR_86-181/Cleveland.html","linkFileType":{"id":5,"text":"html"}},{"id":146198,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0181/report-thumb.jpg"},{"id":40395,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0181/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","city":"Painesville","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cb6a","contributors":{"editors":[{"text":"Borcherdt, R. D. 0000-0002-8668-0849","orcid":"https://orcid.org/0000-0002-8668-0849","contributorId":32165,"corporation":false,"usgs":true,"family":"Borcherdt","given":"R. D.","affiliations":[],"preferred":false,"id":726181,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}} ,{"id":44444,"text":"wri864058 - 1986 - Altitude of the freshwater-saltwater interface in a regionally extensive coastal plain aquifer of Mississippi, Alabama, and Georgia","interactions":[],"lastModifiedDate":"2017-01-27T08:54:34","indexId":"wri864058","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4058","title":"Altitude of the freshwater-saltwater interface in a regionally extensive coastal plain aquifer of Mississippi, Alabama, and Georgia","docAbstract":"Geophysical well logs from over 150 oil test and water wells in Mississippi, Alabama, and Georgia were examined and calculations of the dissolved solids concentration in ground water were made using the spontaneous potential deflection as a measure of ionic activity. The values derived from these calculations were used to prepare a map showing the altitude relative to sea level at which the concentration of dissolved solids in the groundwater reached 10,000 mg/L within a regionally extensive aquifer in Mississippi, Alabama, and Georgia. A dissolved solids concentration of 10,000 mg/L is used to delineate the interface between moderately saline and saline water; 10,000 mg/L dissolved solids was designated to delineate the freshwater-saltwater interface. For a finite difference computer flow model being used this interface represents the location where horizontal flow of freshwater is greatly diminished. 10 ,000 mg/L also is the lower limit for dissolved solids concentrations for water in target zones for injection wells. This 10,000 mg/L dissolved solids line is of value as a water quality indicator; although water containing 3,000 to 10,000 mg/L or more of dissolved solids is too saline for agricultural use (upper limit approximately 3,000 mg/L), it may be useful for some industrial purposes. Waters containing dissolved solids concentrations > 10,000 mg/L have little potential for any use involving human activities. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri864058","usgsCitation":"Strickland, D.J., and Mahon, G.L., 1986, Altitude of the freshwater-saltwater interface in a regionally extensive coastal plain aquifer of Mississippi, Alabama, and Georgia: U.S. Geological Survey Water-Resources Investigations Report 86-4058, 1 map : col. ; 36 x 63 cm., on sheet 61 x 91 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri864058.","productDescription":"1 map : col. ; 36 x 63 cm., on sheet 61 x 91 cm., folded in envelope 31 x 23 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":173651,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81768,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4058/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama, Georgia, 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,{"id":12381,"text":"ofr8583 - 1986 - Annotated bibliography of the hydrology, geology, and geothermal research of the Jemez Mountains and vicinity, north-central New Mexico","interactions":[],"lastModifiedDate":"2021-11-05T21:51:53.339123","indexId":"ofr8583","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-83","title":"Annotated bibliography of the hydrology, geology, and geothermal research of the Jemez Mountains and vicinity, north-central New Mexico","docAbstract":"The Jemez Mountains volcanic complex, located in north-central New Mexico at the intersection of the Rio Grande rift and Jemez lineament, is a potential location for geothermal energy exploration. This bibliography lists selected papers pertaining to the geology, hydrology, geochemistry, geothermometry, geophysics, ecology, and geothermal and hydrologic modeling aspects of the Jemez region. The bibliography is composed of 795 citations with annotations and a subject and author index. 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M.","contributorId":42217,"corporation":false,"usgs":true,"family":"Delaney","given":"B.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":166036,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":12520,"text":"ofr86212 - 1986 - Modifications to the Megatek Wand software package for the model 3355 color graphics workstation with IEEE-488 bus interface option","interactions":[],"lastModifiedDate":"2012-02-02T00:06:46","indexId":"ofr86212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-212","title":"Modifications to the Megatek Wand software package for the model 3355 color graphics workstation with IEEE-488 bus interface option","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86212","usgsCitation":"Baker, L., 1986, Modifications to the Megatek Wand software package for the model 3355 color graphics workstation with IEEE-488 bus interface option: U.S. Geological Survey Open-File Report 86-212, 17 p. ;28 cm., https://doi.org/10.3133/ofr86212.","productDescription":"17 p. ;28 cm.","costCenters":[],"links":[{"id":146509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0212/report-thumb.jpg"},{"id":40774,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69947d","contributors":{"authors":[{"text":"Baker, L.M.","contributorId":40608,"corporation":false,"usgs":true,"family":"Baker","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":166268,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27441,"text":"wri864162 - 1986 - Gulf Coast Regional Aquifer-System Analysis — A Mississippi perspective","interactions":[],"lastModifiedDate":"2022-01-19T22:46:08.48337","indexId":"wri864162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4162","title":"Gulf Coast Regional Aquifer-System Analysis — A Mississippi perspective","docAbstract":"The Gulf Coast Regional Aquifer-System Analysis is a study of regional aquifers in sediments of mostly Cenozoic age in an area of about 230,000 sq mi in the Central Plain of Alabama, Arkansas , Florida, Illinois, Kentucky, Louisiana, Mississippi, Missouri, Tennessee, and Texas, and an additional 60,000 sq mi offshore. Three aquifer systems have been identified: the Mississippi embayment aquifer system, the Texas coastal uplands aquifer system, and the coastal lowlands aquifer system. These aquifer systems thicken from < 100 ft near their updip limit to thousands of ft gulfward toward their downdip limits. The Mississippi embayment aquifer system exceeds 5,000 ft in thickness in central Louisiana and in southwestern Mississippi. The thickest area in southwestern Mississippi underlies most of the six Mississippi counties, centered around Jefferson County. The greatest thickness of the coastal lowlands aquifer system in Mississippi occurs in southern Hancock County where the system is composed of several individual aquifers and confining units. There are seven aquifers and three confining units in the Mississippi embayment aquifer system, five aquifers and two confining units in the Texas coastal uplands aquifer system, and five aquifers and two confining units in the coastal lowlands aquifer system. Most of the thicker parts of each aquifer system contain moderately saline to very saline water. Water in the Mississippi embayment aquifer system is moderately saline to very saline in most of a seven county area in southwestern Mississippi. About 9,600 million gal/day (gpd) of ground water was pumped from the aquifers in the study area during 1980. About 15% of that pumpage (or about 1,400 million gpd was in Mississippi, mostly from the Mississippi River Valley alluvial aquifer of the Mississippi embayment aquifer system. About 10% of the Mississippi pumpage, or 140 million gpd, was from the coastal lowlands aquifer system. Preliminary results from simulation of groundwater flow indicates that parts of Mississippi are major regional recharge areas for both the Mississippi embayment aquifer system and the coastal lowlands aquifer system.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864162","usgsCitation":"Grubb, H.F., 1986, Gulf Coast Regional Aquifer-System Analysis — A Mississippi perspective: U.S. Geological Survey Water-Resources Investigations Report 86-4162, iv, 22 p., https://doi.org/10.3133/wri864162.","productDescription":"iv, 22 p.","costCenters":[],"links":[{"id":394550,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36587.htm"},{"id":56302,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4162/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124209,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4162/report-thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4994e4b07f02db5b5f26","contributors":{"authors":[{"text":"Grubb, H. F.","contributorId":16863,"corporation":false,"usgs":true,"family":"Grubb","given":"H.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198125,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3330,"text":"cir974 - 1986 - USGS research on energy resources, 1986; program and abstracts","interactions":[],"lastModifiedDate":"2018-05-23T12:09:20","indexId":"cir974","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"974","title":"USGS research on energy resources, 1986; program and abstracts","docAbstract":"The extended abstracts in this volume are summaries of the papers presented orally and as posters in the second V. E. McKelvey Forum on Mineral and Energy Resources, entitled \"USGS Research on Energy Resources-1986.\" The Forum has been established to improve communication between the USGS and the earth science community by presenting the results of current USGS research on nonrenewable resources in a timely fashion and by providing an opportunity for individuals from other organizations to meet informally with USGS scientists and managers. It is our hope that the McKelvey Forum will help to make USGS programs more responsive to the needs of the earth science community, particularly the mining and petroleum industries, and Win foster closer cooperation between organizations and individuals.
The Forum was named after former Director Vincent E. McKelvey in recognition of his lifelong contributions to research, development, and administration in mineral and energy resources, as a scientist, as Chief Geologist, and as Director of the U.S. Geological Survey. The Forum will be an annual event, and its subject matter will alternate between mineral and energy resources. We expect that the format will change somewhat from year to year as various approaches are tried, but its primary purpose will remain the same: to encourage direct communication between USGS scientists and the representatives of other earth-science related organizations.
Energy programs of the USGS include oil and gas, coal, geothermal, uranium-thorium, and oil shale; work in these programs spans the national domain, including surveys of the offshore Exclusive Economic Zone. The topics selected for presentation at this McKelvey Forum represent an overview of the scientific breadth of USGS research on energy resources. They include aspects of petroleum occurrence in Eastern United States rift basins, the origin of magnetic anomalies over oil fields, accreted terranes and energy-resource implications, coal quality, geothermal energy sources, integrated geology and chemistry in uranium-deposit studies, and interpretations of sea-floor geology seen in reconnaissance-scale sidescan-sonar mosaics of the Gulf of Mexico and west coast Exclusive Economic Zone. Data are presented that are being used in building models of geothermal energy settings, basin histories, and the occurrence of energy resources. In addition to the technical sessions presenting the results of USGS research, each congressionally mandated USGS Mineral Resource Program has a display outlining plans and progress.
We are all excited about this continuing opportunity to disseminate and discuss our research with our colleagues in industry and academia, and we welcome your suggestions on improving this series of Forums.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir974","usgsCitation":"1986, USGS research on energy resources, 1986; program and abstracts: U.S. Geological Survey Circular 974, xii, 84 p., https://doi.org/10.3133/cir974.","productDescription":"xii, 84 p.","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":30339,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1986/0974/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117963,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1986/0974/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f94f","contributors":{"editors":[{"text":"Carter, Lorna M.H.","contributorId":37260,"corporation":false,"usgs":true,"family":"Carter","given":"Lorna","email":"","middleInitial":"M.H.","affiliations":[],"preferred":false,"id":730049,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}} ,{"id":29040,"text":"wri864009 - 1986 - Estimated monthly percentile discharges at ungaged sites in the upper Yellowstone River Basin in Montana","interactions":[],"lastModifiedDate":"2023-03-22T21:39:54.567544","indexId":"wri864009","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4009","title":"Estimated monthly percentile discharges at ungaged sites in the upper Yellowstone River Basin in Montana","docAbstract":"Once-monthly streamflow measurements were used to estimate selected percentile discharges on flow-duration curves of monthly mean discharge for 40 ungaged stream sites in the upper Yellowstone River basin in Montana. The estimation technique was a modification of the concurrent-discharge method previously described and used by H.C. Riggs to estimate annual mean discharge. The modified technique is based on the relationship of various mean seasonal discharges to the required discharges on the flow-duration curves. The mean seasonal discharges are estimated from the monthly streamflow measurements, and the percentile discharges are calculated from regression equations. The regression equations, developed from streamflow record at nine gaging stations, indicated a significant log-linear relationship between mean seasonal discharge and various percentile discharges. The technique was tested at two discontinued streamflow-gaging stations; the differences between estimated monthly discharges and those determined from the discharge record ranged from -31 to +27 percent at one site and from -14 to +85 percent at the other. The estimates at one site were unbiased, and the estimates at the other site were consistently larger than the recorded values. Based on the test results, the probable average error of the technique was + or - 30 percent for the 21 sites measured during the first year of the program and + or - 50 percent for the 19 sites measured during the second year.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864009","usgsCitation":"Parrett, C., and Hull, J.A., 1986, Estimated monthly percentile discharges at ungaged sites in the upper Yellowstone River Basin in Montana: U.S. Geological Survey Water-Resources Investigations Report 86-4009, iv, 34 p., https://doi.org/10.3133/wri864009.","productDescription":"iv, 34 p.","costCenters":[],"links":[{"id":414587,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36480.htm","linkFileType":{"id":5,"text":"html"}},{"id":57906,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4009/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126687,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4009/report-thumb.jpg"}],"country":"United States","state":"Montana","otherGeospatial":"upper Yellowstone River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -111.129,\n 46.225\n ],\n [\n -111.129,\n 45\n ],\n [\n -109.221,\n 45\n ],\n [\n -109.221,\n 46.225\n ],\n [\n -111.129,\n 46.225\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcd7a","contributors":{"authors":[{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200838,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hull, J. A.","contributorId":39345,"corporation":false,"usgs":true,"family":"Hull","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200839,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":80297,"text":"fwsobs82_10_123 - 1986 - Habitat Suitability Index Models: White-tailed deer in the Gulf of Mexico and South Atlantic Coastal Plains","interactions":[],"lastModifiedDate":"2022-02-09T14:39:51.489502","indexId":"fwsobs82_10_123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"82/10.123","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: White-tailed deer in the Gulf of Mexico and South Atlantic Coastal Plains","docAbstract":"A review and synthesis of existing information were used to develop a Habitat Suitability Index (HSI) model for the white-tailed deer (Odocoileus virginianus). The model consolidates habitat use information into a framework appropriate for field application, and is scaled to produce an index between 0.0 (unsuitable habitat) to 1.0 (optimum habitat). HSI models are designed to be used with Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Short, H.L., 1986, Habitat Suitability Index Models: White-tailed deer in the Gulf of Mexico and South Atlantic Coastal Plains: FWS/OBS 82/10.123, vi, 36 p.","productDescription":"vi, 36 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":192957,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64972d","contributors":{"authors":[{"text":"Short, Henry L.","contributorId":58695,"corporation":false,"usgs":true,"family":"Short","given":"Henry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":292202,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":12306,"text":"ofr864 - 1986 - Standards for digital elevation models","interactions":[],"lastModifiedDate":"2021-03-18T21:17:35.939521","indexId":"ofr864","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4","title":"Standards for digital elevation models","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr864","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1986, Standards for digital elevation models: U.S. Geological Survey Open-File Report 86-4, 61 p., https://doi.org/10.3133/ofr864.","productDescription":"61 p.","costCenters":[],"links":[{"id":384468,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0004/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145668,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0004/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e47e2","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":528937,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30604,"text":"wri864123 - 1986 - Simulation of ground-water flow and infiltration from the Susquehanna River to a shallow aquifer at Kirkwood and Conklin, Broome County, New York","interactions":[],"lastModifiedDate":"2022-09-12T20:02:20.054081","indexId":"wri864123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4123","title":"Simulation of ground-water flow and infiltration from the Susquehanna River to a shallow aquifer at Kirkwood and Conklin, Broome County, New York","docAbstract":"A four-layer finite difference model was developed to simulate groundwater flow and induced infiltration to an aquifer underlying the Susquehanna River in the Towns of Kirkwood and Conklin in Broome County, NY. The aquifer consists of sand and gravel deposited in an ancestral river valley during the recession of glacial ice and is in hydraulic connection with the Susquehanna River. In 1984, he aquifer supplied 1.2 million gal/day to well fields in Kirkwood and Conklin. Horizontal hydraulic conductivity of the sand and gravel in the calibrated model ranges from 50 to 10,000 ft/day. Vertical hydraulic conductivity ranges from 1.0 to 80 ft/day. The riverbed thickness was estimated from results of piezometer tests to be 2 ft; the hydraulic conductivity of the riverbed was estimated to be 0.2 ft/day. Root-mean-square differences between computed drawdowns and drawdowns measured in observation wells and piezometers during aquifer tests at the Kirkwood well field ranged from 17% to 24%. The sizes of the well field catchment areas were estimated from a model generated flow net showing the direction and rate of groundwater flow. The Kirkwood catchment area was estimated to be 250 acres, and the Conklin catchment area was 51 acres. Groundwater budgets computed by steady-state simulations showed that 58% of the groundwater withdrawn by the Kirkwood well field is derived from the Susquehanna River during the periods of low river stage and low recharge. The factor to which induced-infiltration rate and size of well field catchment areas are most sensitive, is riverbed hydraulic conductivity.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864123","usgsCitation":"Yager, R.M., 1986, Simulation of ground-water flow and infiltration from the Susquehanna River to a shallow aquifer at Kirkwood and Conklin, Broome County, New York: U.S. Geological Survey Water-Resources Investigations Report 86-4123, Report: viii, 70 p.; 2 Plates: 16.11 × 24.32 inches and 15.75 × 24.29 inches, https://doi.org/10.3133/wri864123.","productDescription":"Report: viii, 70 p.; 2 Plates: 16.11 × 24.32 inches and 15.75 × 24.29 inches","costCenters":[],"links":[{"id":406552,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36565.htm","linkFileType":{"id":5,"text":"html"}},{"id":161447,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4123/report-thumb.jpg"},{"id":59370,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4123/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59369,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4123/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59368,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4123/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","county":"Broome County","city":"Conklin, Kirkwood","otherGeospatial":"Susquehanna River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.808,\n 42.106\n ],\n [\n -75.844,\n 42.106\n ],\n [\n -75.844,\n 42.075\n ],\n [\n -75.808,\n 42.075\n ],\n [\n -75.808,\n 42.106\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49a0e4b07f02db5bd85f","contributors":{"authors":[{"text":"Yager, R. M.","contributorId":8069,"corporation":false,"usgs":true,"family":"Yager","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203525,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30220,"text":"wri854221 - 1986 - Ground-water flow in Melton Valley, Oak Ridge reservation, Roane County, Tennessee; preliminary model analysis","interactions":[],"lastModifiedDate":"2015-10-22T09:06:58","indexId":"wri854221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4221","title":"Ground-water flow in Melton Valley, Oak Ridge reservation, Roane County, Tennessee; preliminary model analysis","docAbstract":"Shallow land burial of low-level radioactive waste has been practiced since 1951 in Melton Valley. Groundwater flow modeling was used to better understand the geohydrology of the valley, and to provide a foundation for future contaminant transport modeling. The three-dimensional, finite difference model simulates the aquifer as a two layer system that represents the regolith and bedrock. Transmissivities, which were adjusted during model calibration, range from 8 to 16 sq ft/day for the regolith, and from 0.2 to 1.5 sq ft/day for bedrock. An anisotropy ratio of 1:3 for strike-normal to strike-parallel transmissivity values, in conjunction with recharge rate = 6% of precipitation that is uniformly distributed over the model area, produces the best match between simulated and observed water levels. Simulated water levels generally compare well to observed or estimated 1978 groundwater conditions. Simulated water levels for the regolith for 39 of 69 comparison points are within +/- 10 ft of average 1978 levels. Simulated vertical flow components are in the observed direction for 9 of 11 comparison points. Preliminary simulations indicate that nearly all groundwater flow is within the regolith and discharges to either the Clinch River or the White Oak Creek-Melton Branch drainage systems. Less than 3% of the flow is between the regolith and bedrock, and < 1% of total groundwater flow discharges to the Clinch River through bedrock. Additional data needed to refine and further calibrate the model, include: (1) quantity and areal distribution of recharge; (2) water levels in the regolith near the model boundaries and beyond the Clinch River; (3) water levels and aquifer characteristics for bedrock; and (4) additional surface water data. (Author 's abstract)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854221","usgsCitation":"Tucci, P., 1986, Ground-water flow in Melton Valley, Oak Ridge reservation, Roane County, Tennessee; preliminary model analysis: U.S. Geological Survey Water-Resources Investigations Report 85-4221, iv, 20 p., https://doi.org/10.3133/wri854221.","productDescription":"iv, 20 p.","numberOfPages":"26","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":159308,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri854221.PNG"},{"id":310315,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4221/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Tennessee","county":"Roane County","otherGeospatial":"Melton Valley, Oak Ridge Reservation","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.2716,35.9104],[-84.2717,35.9072],[-84.2628,35.8971],[-84.268,35.8958],[-84.2792,35.9033],[-84.2843,35.9015],[-84.285,35.8947],[-84.2797,35.8806],[-84.2814,35.8783],[-84.2848,35.8775],[-84.2972,35.8854],[-84.3005,35.8863],[-84.309,35.8882],[-84.3227,35.8866],[-84.3283,35.8899],[-84.3299,35.8931],[-84.3331,35.8791],[-84.3426,35.8316],[-84.3477,35.8325],[-84.3729,35.8224],[-84.3758,35.8166],[-84.3812,35.8058],[-84.3802,35.798],[-84.3775,35.7916],[-84.3885,35.7823],[-84.3807,35.7776],[-84.3888,35.7677],[-84.3916,35.7701],[-84.3994,35.7742],[-84.4073,35.7775],[-84.4101,35.7776],[-84.4164,35.7767],[-84.421,35.7736],[-84.424,35.7664],[-84.4242,35.7578],[-84.4294,35.751],[-84.4368,35.7502],[-84.4435,35.7549],[-84.4474,35.7604],[-84.4531,35.7554],[-84.471,35.7389],[-84.4947,35.7169],[-84.5106,35.7167],[-84.5169,35.7122],[-84.5216,35.7059],[-84.5218,35.6946],[-84.5263,35.6951],[-84.5264,35.6915],[-84.5303,35.6915],[-84.5321,35.6879],[-84.5322,35.6843],[-84.522,35.6837],[-84.5215,35.6769],[-84.5306,35.677],[-84.5313,35.6707],[-84.5398,35.6703],[-84.5399,35.6658],[-84.5489,35.6663],[-84.5491,35.6591],[-84.5751,35.6594],[-84.5758,35.6521],[-84.5843,35.6518],[-84.585,35.6445],[-84.6201,35.645],[-84.6198,35.659],[-84.6306,35.6587],[-84.631,35.666],[-84.6283,35.69],[-84.6226,35.6963],[-84.6265,35.6995],[-84.6241,35.7067],[-84.6301,35.719],[-84.6368,35.7205],[-84.6362,35.7246],[-84.6453,35.7247],[-84.6448,35.7169],[-84.6545,35.7175],[-84.654,35.7102],[-84.6631,35.7103],[-84.6638,35.7031],[-84.6723,35.7032],[-84.6716,35.7104],[-84.6761,35.7105],[-84.6766,35.7173],[-84.6986,35.718],[-84.6985,35.7253],[-84.699,35.733],[-84.6988,35.7411],[-84.7028,35.7416],[-84.7141,35.7422],[-84.7163,35.7468],[-84.7236,35.7532],[-84.7287,35.7523],[-84.7327,35.7506],[-84.7389,35.7516],[-84.7439,35.7539],[-84.7524,35.7567],[-84.7541,35.7594],[-84.7522,35.7667],[-84.751,35.7707],[-84.7464,35.7752],[-84.7419,35.7766],[-84.7379,35.7792],[-84.7383,35.7869],[-84.7377,35.7906],[-84.741,35.7933],[-84.7472,35.7948],[-84.7489,35.7952],[-84.7551,35.798],[-84.763,35.8022],[-84.7731,35.8114],[-84.7804,35.8123],[-84.7844,35.8124],[-84.7889,35.8152],[-84.7872,35.8165],[-84.7832,35.8187],[-84.7803,35.8237],[-84.7785,35.8268],[-84.7722,35.83],[-84.7659,35.8344],[-84.7578,35.8425],[-84.7492,35.8488],[-84.7383,35.8532],[-84.7309,35.859],[-84.7251,35.8653],[-84.7187,35.8734],[-84.7041,35.8941],[-84.6978,35.8999],[-84.6858,35.9025],[-84.6818,35.9052],[-84.6795,35.9075],[-84.6749,35.9115],[-84.6703,35.9155],[-84.6611,35.9181],[-84.6566,35.9199],[-84.653,35.9262],[-84.6502,35.928],[-84.6462,35.9275],[-84.6433,35.9288],[-84.6393,35.931],[-84.6319,35.9305],[-84.6256,35.9336],[-84.6194,35.934],[-84.6159,35.9385],[-84.609,35.9411],[-84.6067,35.9456],[-84.6049,35.9515],[-84.602,35.9524],[-84.5969,35.9501],[-84.5907,35.9486],[-84.5844,35.9495],[-84.5765,35.9503],[-84.5543,35.9505],[-84.5547,35.96],[-84.554,35.9645],[-84.5374,35.9707],[-84.5288,35.9738],[-84.5169,35.9759],[-84.4939,35.9847],[-84.4888,35.9851],[-84.4774,35.9849],[-84.4672,35.9839],[-84.4564,35.9842],[-84.4461,35.9863],[-84.4185,36.0027],[-84.4065,36.008],[-84.3983,36.0156],[-84.3868,36.0214],[-84.3573,36.0441],[-84.347,36.048],[-84.3418,36.0493],[-84.3397,36.0443],[-84.3359,36.0338],[-84.3343,36.0302],[-84.3327,36.0243],[-84.3257,36.0069],[-84.3204,35.9919],[-84.3094,35.9722],[-84.2854,35.9301],[-84.2721,35.9113],[-84.2716,35.9104]]]},\"properties\":{\"name\":\"Roane\",\"state\":\"TN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cb6f","contributors":{"authors":[{"text":"Tucci, Patrick ptucci@usgs.gov","contributorId":926,"corporation":false,"usgs":true,"family":"Tucci","given":"Patrick","email":"ptucci@usgs.gov","affiliations":[],"preferred":true,"id":202881,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29958,"text":"wri854343 - 1986 - Cost-effectiveness of the U.S. Geological Survey stream-gaging program in Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri854343","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4343","title":"Cost-effectiveness of the U.S. Geological Survey stream-gaging program in Indiana","docAbstract":"Analysis of the stream gaging program in Indiana was divided into three phases. The first phase involved collecting information concerning the data need and the funding source for each of the 173 surface water stations in Indiana. The second phase used alternate methods to produce streamflow records at selected sites. Statistical models were used to generate stream flow data for three gaging stations. In addition, flow routing models were used at two of the sites. Daily discharges produced from models did not meet the established accuracy criteria and, therefore, these methods should not replace stream gaging procedures at those gaging stations. The third phase of the study determined the uncertainty of the rating and the error at individual gaging stations, and optimized travel routes and frequency of visits to gaging stations. The annual budget, in 1983 dollars, for operating the stream gaging program in Indiana is $823,000. The average standard error of instantaneous discharge for all continuous record gaging stations is 25.3%. A budget of $800,000 could maintain this level of accuracy if stream gaging stations were visited according to phase III results. A minimum budget of $790,000 is required to operate the gaging network. At this budget, the average standard error of instantaneous discharge would be 27.7%. A maximum budget of $1 ,000,000 was simulated in the analysis and the average standard error of instantaneous discharge was reduced to 16.8%. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854343","usgsCitation":"Stewart, J.A., Miller, R.L., and Butch, G., 1986, Cost-effectiveness of the U.S. Geological Survey stream-gaging program in Indiana: U.S. Geological Survey Water-Resources Investigations Report 85-4343, v, 92 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854343.","productDescription":"v, 92 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123218,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4343/report-thumb.jpg"},{"id":58776,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4343/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680952","contributors":{"authors":[{"text":"Stewart, J. A.","contributorId":50158,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202428,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202429,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Butch, G.K.","contributorId":63849,"corporation":false,"usgs":true,"family":"Butch","given":"G.K.","affiliations":[],"preferred":false,"id":202430,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":19123,"text":"ofr86405 - 1986 - Multichannel seismic-reflection data collected in 1980 in the eastern Chukchi Sea","interactions":[],"lastModifiedDate":"2016-02-22T08:25:35","indexId":"ofr86405","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-405","title":"Multichannel seismic-reflection data collected in 1980 in the eastern Chukchi Sea","docAbstract":"The U.S. Geological Survey (USGS) collected approximately 2,652 km of 24-channel seismic-reflection data in early September, 1980, over the continental shelf in the eastern Chukchi Sea (Fig. 1). The profiles were collected on the USGS Research Vessel S.P. Lee. The seismic energy source consisted of a tuned array of five airguns with a total volume of 1213 cubic inches of air compressed to approximately 1900 psi. The recording system consisted of a 24-channel, 2400 meter long streamer with a group interval of 100 m, and a GUS (Global Universal Science) model 4200 digital recording instrument. Shots were fired every 50 meters. Navigational control for the survey was provided by a Magnavox integrated navigation system using transit satellites and doppler-sonar augmented by Loran C (Rho-Rho). A 2-millisecond sampling rate was used in the field; the data were later desampled to 4-milliseconds during the demultiplexing process. 8 seconds data length was recorded. Processing was done at the USGS Pacific Marine Geology Multichannel Processing Center in Menlo Park, California, in the sequence: editing-demultiplexing, velocity analysis, CDP stacking, deconvolution-filtering, and plotting on an electrostatic plotter. Plate 1 is a trackline chart showing shotpoint navigation.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr86405","usgsCitation":"Grantz, A., Mann, D.M., and May, S., 1986, Multichannel seismic-reflection data collected in 1980 in the eastern Chukchi Sea: U.S. Geological Survey Open-File Report 86-405, Report: 4 p.; Plate: 34.12 x 33.84 inches, https://doi.org/10.3133/ofr86405.","productDescription":"Report: 4 p.; Plate: 34.12 x 33.84 inches","costCenters":[],"links":[{"id":152492,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0405/report-thumb.jpg"},{"id":48582,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0405/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48583,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0405/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","otherGeospatial":"Chukchi Sea","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -170.48583984375,\n 66.08936427047088\n ],\n [\n -170.48583984375,\n 71.10254274232307\n ],\n [\n -162.1142578125,\n 71.10254274232307\n ],\n [\n -162.1142578125,\n 66.08936427047088\n ],\n [\n -170.48583984375,\n 66.08936427047088\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4840","contributors":{"authors":[{"text":"Grantz, Arthur agrantz@usgs.gov","contributorId":2585,"corporation":false,"usgs":true,"family":"Grantz","given":"Arthur","email":"agrantz@usgs.gov","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":true,"id":180344,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mann, Dennis M.","contributorId":50528,"corporation":false,"usgs":true,"family":"Mann","given":"Dennis","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":180346,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"May, Steven D.","contributorId":56194,"corporation":false,"usgs":true,"family":"May","given":"Steven D.","affiliations":[],"preferred":false,"id":180345,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29702,"text":"wri864197 - 1986 - Estimating peak discharges, flood volumes, and hydrograph shapes of small ungaged urban streams in Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri864197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4197","title":"Estimating peak discharges, flood volumes, and hydrograph shapes of small ungaged urban streams in Ohio","docAbstract":"Methods are presented for estimating peak discharges, flood volumes and hydrograph shapes of small (less than 5 sq mi) urban streams in Ohio. Examples of how to use the various regression equations and estimating techniques also are presented. Multiple-regression equations were developed for estimating peak discharges having recurrence intervals of 2, 5, 10, 25, 50, and 100 years. The significant independent variables affecting peak discharge are drainage area, main-channel slope, average basin-elevation index, and basin-development factor. Standard errors of regression and prediction for the peak discharge equations range from +/-37% to +/-41%. An equation also was developed to estimate the flood volume of a given peak discharge. Peak discharge, drainage area, main-channel slope, and basin-development factor were found to be the significant independent variables affecting flood volumes for given peak discharges. The standard error of regression for the volume equation is +/-52%. A technique is described for estimating the shape of a runoff hydrograph by applying a specific peak discharge and the estimated lagtime to a dimensionless hydrograph. An equation for estimating the lagtime of a basin was developed. Two variables--main-channel length divided by the square root of the main-channel slope and basin-development factor--have a significant effect on basin lagtime. The standard error of regression for the lagtime equation is +/-48%. The data base for the study was established by collecting rainfall-runoff data at 30 basins distributed throughout several metropolitan areas of Ohio. Five to eight years of data were collected at a 5-min record interval. The USGS rainfall-runoff model A634 was calibrated for each site. The calibrated models were used in conjunction with long-term rainfall records to generate a long-term streamflow record for each site. Each annual peak-discharge record was fitted to a Log-Pearson Type III frequency curve. Multiple-regression techniques were then used to analyze the peak discharge data as a function of the basin characteristics of the 30 sites. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864197","usgsCitation":"Sherwood, J.M., 1986, Estimating peak discharges, flood volumes, and hydrograph shapes of small ungaged urban streams in Ohio: U.S. Geological Survey Water-Resources Investigations Report 86-4197, viii, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864197.","productDescription":"viii, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123774,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4197/report-thumb.jpg"},{"id":58521,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a451","contributors":{"authors":[{"text":"Sherwood, J. M.","contributorId":83554,"corporation":false,"usgs":true,"family":"Sherwood","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201976,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30285,"text":"wri864069 - 1986 - The effects of urbanization on floods in the Austin metropolitan area, Texas","interactions":[],"lastModifiedDate":"2016-08-10T10:50:58","indexId":"wri864069","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4069","title":"The effects of urbanization on floods in the Austin metropolitan area, Texas","docAbstract":"The effects of urbanization on flood peaks in streams in the Austin metropolitan area were studied in two separate analyses. In the first analysis, annual peak discharge records at 13 streamflow-gaging sites were used to compute a recorded flood frequency relation for each site. Rainfall and streamflow data for 10 to 20 storms for each of these sites were used to calibrate a rainfall-runoff model in which a 55-year rainfall record was used to simulate 55 annual peak discharges. These simulated discharges also were used to develop a flood-frequency relation at each site. The flood-frequency relations from recorded and generated data were then combined by weighting the recorded flood frequency by the years of record at each site to produce a combined (or weighted) flood frequency at each site. Flood frequencies for all 13 sites were subsequently regressed against basin characteristics at each site to determine possible effects of urbanization.
\nThe regression analysis of the combined flood-frequency data for the 13 sites yielded an equation for estimating floods of a given recurrence interval at ungaged sites in the Austin area as a function of the contributing drainage area, the total impervious area percentage, and basin shape. The regression equation estimates that a near fully developed hypothetical drainage basin (impervious area percentage, 45) would have discharges for the 2- and 100-year recurrence interval that are 99 percent and 73 percent greater, respectively, than discharges for those frequencies from a rural drainage basin (impervious percentage, 0).
\nIn the second analysis, records at one streamflow-gaging site on Waller Creek were analyzed for changes in rainfall-runoff and flood-frequency relations due to urbanization. Annual peak discharges from 1956 to 1980 and data from a total of 80 storms at the Waller Creek site were analyzed.
\nBoth analyses showed increases comparable to those predicted using the equations developed from the 13-station analysis. The last 14 years of record (the near fully developed land-use stage for the Waller Creek analysis) at the two sites on Waller Creek were part of the 13-station analysis.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri864069","usgsCitation":"Veenhuis, J.E., and Gannett, D.G., 1986, The effects of urbanization on floods in the Austin metropolitan area, Texas: U.S. Geological Survey Water-Resources Investigations Report 86-4069, vi, 66 p., https://doi.org/10.3133/wri864069.","productDescription":"vi, 66 p.","numberOfPages":"73","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":159745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4069/report-thumb.jpg"},{"id":59076,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4069/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.01589965820312,\n 30.109493896732292\n ],\n [\n -98.01589965820312,\n 30.431505741151742\n ],\n [\n -97.59635925292969,\n 30.431505741151742\n ],\n [\n -97.59635925292969,\n 30.109493896732292\n ],\n [\n -98.01589965820312,\n 30.109493896732292\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4885e4b07f02db519222","contributors":{"authors":[{"text":"Veenhuis, Jack E.","contributorId":66745,"corporation":false,"usgs":true,"family":"Veenhuis","given":"Jack","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202987,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gannett, David G.","contributorId":173581,"corporation":false,"usgs":false,"family":"Gannett","given":"David","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":202988,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":19324,"text":"ofr8722 - 1986 - Unusual, high-temperature, iron-rich, mineral phases produced by natural burning of coal seams; analytical data","interactions":[],"lastModifiedDate":"2012-02-02T00:07:32","indexId":"ofr8722","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-22","title":"Unusual, high-temperature, iron-rich, mineral phases produced by natural burning of coal seams; analytical data","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8722","usgsCitation":"Herring, J., and Modreski, P., 1986, Unusual, high-temperature, iron-rich, mineral phases produced by natural burning of coal seams; analytical data: U.S. Geological Survey Open-File Report 87-22, 38 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8722.","productDescription":"38 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151409,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0022/report-thumb.jpg"},{"id":48795,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60eba8","contributors":{"authors":[{"text":"Herring, J. R.","contributorId":43348,"corporation":false,"usgs":true,"family":"Herring","given":"J. R.","affiliations":[],"preferred":false,"id":180688,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Modreski, P.J.","contributorId":98335,"corporation":false,"usgs":true,"family":"Modreski","given":"P.J.","affiliations":[],"preferred":false,"id":180689,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":12173,"text":"ofr86632 - 1986 - Mines and prospects of the Butte 1° x 2° Quadrangle, Montana","interactions":[{"subject":{"id":12173,"text":"ofr86632 - 1986 - Mines and prospects of the Butte 1° x 2° Quadrangle, Montana","indexId":"ofr86632","publicationYear":"1986","noYear":false,"title":"Mines and prospects of the Butte 1° x 2° Quadrangle, Montana"},"predicate":"SUPERSEDED_BY","object":{"id":64549,"text":"i2050C - 1992 - Maps showing locations of mines and prospects in the Butte 1° x 2° quadrangle, western Montana","indexId":"i2050C","publicationYear":"1992","noYear":false,"chapter":"C","title":"Maps showing locations of mines and prospects in the Butte 1° x 2° quadrangle, western Montana"},"id":1}],"supersededBy":{"id":64549,"text":"i2050C - 1992 - Maps showing locations of mines and prospects in the Butte 1° x 2° quadrangle, western Montana","indexId":"i2050C","publicationYear":"1992","noYear":false,"title":"Maps showing locations of mines and prospects in the Butte 1° x 2° quadrangle, western Montana"},"lastModifiedDate":"2023-02-01T22:13:05.92206","indexId":"ofr86632","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-632","title":"Mines and prospects of the Butte 1° x 2° Quadrangle, Montana","docAbstract":"The Butte quadrangle, in the Northern Rocky Mountains of southwestern Montana, has had a long, productive, and colorful mining history. Butte, the city from which the quadrangle takes its name, is located in the most famous mining district of the quadrangle. This district, the Butte or Summit Valley district, has been described as the \"richest hill on earth\" and is one of the richest and most productive mining districts of the world. The quantity of metals produced from this district alone are far greater than the combined total of all commodities from all other mining districts of the quadrangle. However, many districts other than Butte have had significant production as compared to other mining districts of the Northern Rocky Mountains. The dollar value of production from the Butte district is more than $6 billion (Miller, 1973) and that of the combined total of production from the other districts in the quadrangle is more than $400 million. These values are based on actual metal prices at the time of production. The totals would be many times larger if converted to present day commodity prices.
Mineral occurrence data for a total of 1111 mines, prospects, and mineral occurrences have been compiled for the Butte quadrangle. These mineralized sites are found throughout the quadrangle but most are concentrated in the major mining districts; 78 percent are clustered in 46 established mining districts and the remaining 22 percent are more widely scattered in 24 geographic areas (fig. 1). Only small areas of the quadrangle lack significant mines, prospects, or mineral occurrences. The locations of mines and prospects are shown on maps (pl. 1 and 2) and a brief description of each site is given in a table arranged by mining district or geographic area (table 1) (all tables are at end of report). This table gives a brief description of each district or area and details of each site within the district or area including site number, name and alternate name(s), location by latitude and longitude, commodities present, description of the site, and sources of data. Data for this report come from the U.S. Geological Survey Mineral Resource Data System (MRDS; this was formerly known as the Computerized Resource Information Bank (CRIB)), from many published and unpublished sources, and from geologic field work.
The Butte quadrangle is in southwestern Montana and is bounded by latitudes 46° and 47° N. and longitudes 112° and 114° W. The city of Butte is near the southern edge and in the southeastern corner of the quadrangle. Helena, the state capital of Montana, is located on the eastern edge and Missoula is located near the northwestern corner of the quadrangle. Most of the area of the quadrangle is in Granite, Powell, Lewis and Clark, and Jefferson Counties and the remaining area includes parts of Missoula, Ravalli, Deer Lodge, and Silver Bow Counties. The quadrangle includes a number of major and minor mountain ranges separated by intermontane valleys. The continental divide trends nearly north-south through the eastern part of the quadrangle to a point near Butte, then trends generally east-west near the southern boundary of the quadrangle, west of Butte. East of the divide the drainages are tributary to the Missouri River and west of the divide the drainages are tributary to the Clark Fork, which heads in the vicinity of Butte.
The geology of the Butte quadrangle is very complex. Sedimentary and igneous rocks range in age from Proterozoic to Tertiary. Most of the pre-Tertiary sedimentary rocks are structurally complex due to widespread faulting and folding. Due to thrust faulting, complete sequences of these sedimentary units are not generally present in the quadrangle and the thicknesses and lithologies are variable from one thrust plate to another. The oldest rocks in the quadrangle are sedimentary rocks of the Belt Supergroup of Middle Proterozoic age. They form very thick sequences, are exposed over a large percentage of the area of the quadrangle, and include formations of the lower, middle, and upper parts of the Belt. Individual formations are as much as 13,000 ft thick (C. A. Wallace, unpub. data) and the maximum thickness of the Belt Supergroup in the quadrangle may be similar to that of the entire sequence near Alberton, Montana, to the northwest of the Butte quadrangle where it exceeds 67,000 ft (Harrison, 1972). In many areas of the quadrangle these Precambrian rocks are overlain by thin to moderately thick sequences of Cambrian to Permian sedimentary rocks. The maximum thickness of the Paleozoic section is about 8,000 ft (C. A. Wallace, unpub. data). A relatively thick sequence of Mesozoic sedimentary rocks, predominantly Cretaceous in age, which is found mostly in the central part of the quadrangle, overlies the Paleozoic rocks. If complete, the Mesozoic sequence would total about 28,000 ft (C. A. Wallace, unpub. data).
The Butte quadrangle is located in a structurally complex region. Most of the Butte quadrangle is in the southern part of the Montana Disturbed Belt, a tectonic belt in the Northern Rocky Mountains characterized by northwest-trending faults and intense deformation. An element of the Disturbed Belt, called the Sapphire Thrust System occupies most of the western two-thirds of the quadrangle. Sedimentary rocks of Cretaceous and older ages in the Sapphire Thrust System have been complexly folded and faulted.
Plutonic rocks, which intrude the sedimentary units, and volcanic rocks of Cretaceous and Tertiary ages are widespread in the quadrangle. Most of these are post-thrusting but some may be pre- or syn-tectonic and involved in the thrusting and folding. Most of the mineral wealth in the quadrangle, in the form of hydrothermal ore deposits, is genetically related to Cretaceous granitic plutonism. Igneous activity decreased but continued into Tertiary time, at least until the Oligocene.
In the Butte quadrangle the Cenozoic Era was important for normal faulting, volcanism, sedimentation, glaciation, and the formation of many important mineral deposits. Many normal faults were especially active during the Miocene and Pliocene and some were active into the Quaternary. Volcanic rocks of Eocene and Oligocene age cover large areas and are genetically related to several important mining districts. During Cenozoic time, thick accumulations of Tertiary basin-fill sediments, Pleistocene glacial till and outwash, and Holocene alluvium and colluvium were deposited. The Cenozoic was important for the formation of placer deposits valuable mainly for gold but some have produced important quantities of sapphires and tungsten.
This map is part of a folio of maps of the Butte 1° x 2°quadrangle, Montana, prepared under the Conterminous United States Mineral Assessment Program (CUSMAP). Other maps to be published as part of this folio are a geologic map, geochemical maps, geophysical maps, maps of linear features and limonitic alteration interpreted from satellite and airborne radar data, and mineral resource assessment maps.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr86632","usgsCitation":"Elliott, J., Loen, J.S., Wise, K.K., and Blaskowski, M.J., 1986, Mines and prospects of the Butte 1° x 2° Quadrangle, Montana: U.S. Geological Survey Open-File Report 86-632, Report: i, 153 p.; 2 Plates: 41.68 x 30.14 inches and 42.00 x 30.29 inches, https://doi.org/10.3133/ofr86632.","productDescription":"Report: i, 153 p.; 2 Plates: 41.68 x 30.14 inches and 42.00 x 30.29 inches","costCenters":[],"links":[{"id":412564,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0632/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":412563,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0632/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":412562,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0632/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146169,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0632/report-thumb.jpg"}],"country":"United States","state":"Montana","otherGeospatial":"Butte Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114,46 ], [ -114,47 ], [ -112,47 ], [ -112,46 ], [ -114,46 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f3b36","contributors":{"authors":[{"text":"Elliott, James E.","contributorId":15595,"corporation":false,"usgs":true,"family":"Elliott","given":"James E.","affiliations":[],"preferred":false,"id":165351,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Loen, Jeffrey S.","contributorId":44966,"corporation":false,"usgs":true,"family":"Loen","given":"Jeffrey","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":165354,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wise, K. K.","contributorId":40227,"corporation":false,"usgs":true,"family":"Wise","given":"K.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":165353,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blaskowski, Michael J.","contributorId":44967,"corporation":false,"usgs":true,"family":"Blaskowski","given":"Michael","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":165352,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":12707,"text":"ofr85571 - 1986 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","interactions":[{"subject":{"id":12707,"text":"ofr85571 - 1986 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","indexId":"ofr85571","publicationYear":"1986","noYear":false,"title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84"},"predicate":"SUPERSEDED_BY","object":{"id":1039,"text":"wsp2305 - 1989 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","indexId":"wsp2305","publicationYear":"1989","noYear":false,"title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84"},"id":1}],"supersededBy":{"id":1039,"text":"wsp2305 - 1989 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","indexId":"wsp2305","publicationYear":"1989","noYear":false,"title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84"},"lastModifiedDate":"2018-11-06T15:31:11","indexId":"ofr85571","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-571","title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","docAbstract":"Eighteen sources of drainage related to past coal-mining activity were identified in the Claybank Creek, Missouri, study area, and eight of thew were considered large enough to have detectable effects on receiving streams. However, only three sources, coal wastes at Keota and Binkley, and drainage from underground coal mines near Keota, significantly affected the chemistry of water in receiving streams.
Coal wastes in the Claybank Creek basin contributed large quantities of acid drainage to receiving streams during storm runoff; pH of coal-waste runoff ranged from 2.1 to 2.8. At these small pH values, concentrations of some dissolved metals and dissolved sulfate were a few to several hundred times larger than Federal and State water-quality standards established for these constituents. Effects of acid storm runoff were detected near the mouth of North Fork Claybank Creek where the pH during a small storm was 3.9.
Coal wastes in the streambeds and seepage from coal wastes also had significant effects on receiving streams during base flows. The receiving waters had pH values between 2.8 and 3.5 and concentrations of some dissolved metals and dissolved sulfate were a few to several hundred times larger than Federal and State water-quality standards.
Most underground mines in the North Fork Claybank Creek basin are hydraulically connected and about 80 percent of their discharge surfaced at one site. Drainage from the underground mines contributed most of the dissolved constituents in North Fork Claybank Creek during dry weather. Underground-mine water always had a pH near 5.9, was well-buffered, had a dissolved-sulfate concentration of about 2,400 milligrams per liter, dissolved-manganese concentrations ranging from 4.0 to 5.3 milligrams per liter, and large concentrations of ferrous iron. Iron was in the ferrous state due to reducing conditions in the mines. When underground-mine drainage reached the ground surface, the ferrous iron was oxidized and precipitated to form large, orange deposits of ferric hydroxide around the site and in streambeds.
Generally, drainage from strip mines had dissolved-sulfate concentrations several times larger than drainage from unmined areas. However, effects of drainage from strip mines on receiving streams were minimal when compared to the drainage from coal wastes and underground mines.
No appreciable effects of mine-related drainage were detected in the water of the Claybank Creek arm of Thomas Hill Reservoir at the time of sampling because beaver bogs upstream had trapped suspended coal wastes and moderated the effects. However, the concentration of coal in the bottom material was 60 percent of the coal concentration in coal wastes at Keota, indicating that the reservoir had received these wastes during the past.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85571","usgsCitation":"Blevins, D.W., 1986, Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84: U.S. Geological Survey Open-File Report 85-571, Report: viii, 74 p.; 3 Plates: 35.23 x 28.19 inches or smaller, https://doi.org/10.3133/ofr85571.","productDescription":"Report: viii, 74 p.; 3 Plates: 35.23 x 28.19 inches or smaller","costCenters":[],"links":[{"id":359246,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0571/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359247,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0571/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359248,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0571/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0571/report-thumb.jpg"},{"id":359244,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0571/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","otherGeospatial":"Claybank Creek Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.6667,\n 39.75\n ],\n [\n -92.5417,\n 39.75\n ],\n [\n -92.5417,\n 39.625\n ],\n [\n -92.6667,\n 39.625\n ],\n [\n -92.6667,\n 39.75\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e766b","contributors":{"authors":[{"text":"Blevins, Dale W. dblevins@usgs.gov","contributorId":2729,"corporation":false,"usgs":true,"family":"Blevins","given":"Dale","email":"dblevins@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":166575,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68462,"text":"ha678 - 1986 - Hydrologic characteristics of soils in parts of Arkansas, Colorado, Kansas, Missouri, Nebraska, New Mexico, Oklahoma, South Dakota, and Texas","interactions":[],"lastModifiedDate":"2017-02-21T10:40:14","indexId":"ha678","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"678","title":"Hydrologic characteristics of soils in parts of Arkansas, Colorado, Kansas, Missouri, Nebraska, New Mexico, Oklahoma, South Dakota, and Texas","docAbstract":"Certain physical characteristics of soils, including permeability, available water capacity, thickness, and topographic position, have a definite effect on the hydrology of an area. They control the rate at which precipitation infiltrates or is transmitted through the soil, and thus they have a significant role in determining the rates both of ground-water recharge and surface runoff. In studies of ground-water hydrology, it commonly is useful to differentiate soils areally according to their physical characteristics and to assign values indicating the hydrologic responses of soils in the different areas.
In 1980 the U.S. Geologic Surey began a study termed the “Central Midwest Region Aquifer System Analysis,” Jorgensen and Signor, 1981). The regional aquifer system is defined as including all aquifers of Cretaceous age or older in all or parts of nine States included in this report. For part of this analysis, use of a soil-moisture model is planned to obtain estimates of actual evapotranspiraion and recharge to the regional aquifer system. Data for the hydrologic characteristics of the soils in the study area are required as input to this soil-moisture model.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha678","usgsCitation":"Dugan, J.T., 1986, Hydrologic characteristics of soils in parts of Arkansas, Colorado, Kansas, Missouri, Nebraska, New Mexico, Oklahoma, South Dakota, and Texas: U.S. Geological Survey Hydrologic Atlas 678, 1 Sheet: 40.5 x 44.5 inches, https://doi.org/10.3133/ha678.","productDescription":"1 Sheet: 40.5 x 44.5 inches","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":185704,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90002,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/678/plate-1.pdf","text":"Hydrologic Atlas HA-678","size":"9.92 MB","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Arkansas, Colorado, Kansas, Missouri, Nebraska, New Mexico, Oklahoma, South Dakota, Texas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105,\n 38.5\n ],\n [\n -89,\n 38.5\n ],\n [\n -89,\n 44\n ],\n [\n -105,\n 44\n ],\n [\n -105,\n 38.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611636","contributors":{"authors":[{"text":"Dugan, Jack T.","contributorId":102456,"corporation":false,"usgs":true,"family":"Dugan","given":"Jack","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":278275,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}