{"pageNumber":"347","pageRowStart":"8650","pageSize":"25","recordCount":10961,"records":[{"id":40338,"text":"ofr84587 - 1984 - Compilation of selected geophysical references for the Snake River plain, Idaho and eastern Oregon","interactions":[{"subject":{"id":40338,"text":"ofr84587 - 1984 - Compilation of selected geophysical references for the Snake River plain, Idaho and eastern Oregon","indexId":"ofr84587","publicationYear":"1984","noYear":false,"title":"Compilation of selected geophysical references for the Snake River plain, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":63495,"text":"gp969 - 1986 - Compilation of selected geophysical references for the Snake River plain, Idaho and eastern Oregon","indexId":"gp969","publicationYear":"1986","noYear":false,"title":"Compilation of selected geophysical references for the Snake River plain, Idaho and eastern Oregon"},"id":1}],"supersededBy":{"id":63495,"text":"gp969 - 1986 - Compilation of selected geophysical references for the Snake River plain, Idaho and eastern Oregon","indexId":"gp969","publicationYear":"1986","noYear":false,"title":"Compilation of selected geophysical references for the Snake River plain, Idaho and eastern Oregon"},"lastModifiedDate":"2024-01-22T21:06:48.839996","indexId":"ofr84587","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-587","title":"Compilation of selected geophysical references for the Snake River plain, Idaho and eastern Oregon","docAbstract":"

This report is one in a series resulting from the U.S. Geological Survey's Snake River Plain RASA (Regional Aquifer System Analysis) study that began in October 1979. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84587","usgsCitation":"Whitehead, R., 1984, Compilation of selected geophysical references for the Snake River plain, Idaho and eastern Oregon: U.S. Geological Survey Open-File Report 84-587, Report: 1 p.; 1 Plate: 54.96 x 35.97 inches, https://doi.org/10.3133/ofr84587.","productDescription":"Report: 1 p.; 1 Plate: 54.96 x 35.97 inches","costCenters":[],"links":[{"id":424703,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0587/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424702,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0587/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":135467,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0587/report-thumb.jpg"}],"scale":"500000","country":"United States","state":"Idaho, Oregon","otherGeospatial":"Snake River plain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -119.79353516529073,\n 44.75814253835162\n ],\n [\n -119.79353516529073,\n 42.00600446943071\n ],\n [\n -111.1325958997702,\n 42.00600446943071\n ],\n [\n -111.1325958997702,\n 44.75814253835162\n ],\n [\n -119.79353516529073,\n 44.75814253835162\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1de4b07f02db6a9722","contributors":{"authors":[{"text":"Whitehead, R.L.","contributorId":34891,"corporation":false,"usgs":true,"family":"Whitehead","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":223291,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":6382,"text":"pp1270 - 1984 - Element concentrations in soils and other surficial materials of the conterminous United States","interactions":[],"lastModifiedDate":"2022-08-30T20:50:10.521656","indexId":"pp1270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1270","title":"Element concentrations in soils and other surficial materials of the conterminous United States","docAbstract":"Samples of soils or other regoliths, taken at a depth of approximately 20 cm form locations about 80 km apart, throughout the conterminous United States, were analyzed for their content of elements. In this manner, 1,318 sampling sites were chosen, and the results of the sample analyses for 50 elements were plotted on maps. The arithmetic and geometric mean, the geometric deviation, and a histogram showing frequencies of analytical values are given for 47 elements.\r\n\r\nThe lower concentrations of some elements (notable, aluminum, barium, calcium, magnesium, potassium, sodium, and strontium) in most samples of surficial materials from the Eastern United States, and the greater abundance of heavy metals in the same materials of the Western United States, indicates a regional geochemical pattern of the largest scale. The low concentrations of many elements in soils characterize the Atlantic Coastal Plain. Souls of the Pacific Northwest generally have high concentrations of aluminum, cobalt, iron, scandium, and vanadium, but are low in boron. Soils of the Rocky Mountain region tend to have high concentrations of copper, lead, and zinc. High mercury concentrations in surficial materials are characteristic of Gulf Coast sampling sites and the Atlantic coast sites of Connecticut, Massachusetts, and Maine. At the State level, Florida has the most striking geochemical pattern by having soils that are low in concentrations of most elements considered in this study. Some smaller patterns of element abundance can be noted, but the degree of confidence in the validity of these patterns decreases as the patterns become less extensive.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1270","usgsCitation":"Shacklette, H.T., and Boerngen, J.G., 1984, Element concentrations in soils and other surficial materials of the conterminous United States (Version 1.0): U.S. Geological Survey Professional Paper 1270, iv, 105 p., https://doi.org/10.3133/pp1270.","productDescription":"iv, 105 p.","costCenters":[],"links":[{"id":124440,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/pp_1270.jpg"},{"id":9098,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/1270/","linkFileType":{"id":5,"text":"html"}},{"id":405953,"rank":3,"type":{"id":36,"text":"NGMDB Index 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Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-52","title":"Flow characteristics of the Snake River and water budget for the Snake River plain, Idaho and eastern Oregon","docAbstract":"

This report is one in a series resulting from the U.S. Geological Survey's Snake River Plain Rasa (Regional Aquifer System Analysis) study that was initiation in October 1979. 

Purposes of the RASA study were to (1) refine knowledge of the regional ground-water flow system, (2) determine effects of conjunctive use of ground water and surface water, and (3) describe water chemistry. This purpose of this report is to describe flow characteristics of the Snake River and tributaries and to develop a water budget for the Snake River Plain. Data and interpretation in this report will be used in development of ground-water flow models. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8452","usgsCitation":"Kjelstrom, L., 1984, Flow characteristics of the Snake River and water budget for the Snake River plain, Idaho and eastern Oregon: U.S. Geological Survey Open-File Report 84-52, 2 Plates: 50.67 x 38.09 inches and 41.32 x 30.24 inches, https://doi.org/10.3133/ofr8452.","productDescription":"2 Plates: 50.67 x 38.09 inches and 41.32 x 30.24 inches","costCenters":[],"links":[{"id":399778,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0052/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399777,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0052/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":135235,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0052/report-thumb.jpg"}],"scale":"500000","country":"United States","state":"Idaho, Oregon","otherGeospatial":"Snake River plain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.1142578125,\n 44.5278427984555\n ],\n [\n -117.46582031249999,\n 44.276671273775186\n ],\n [\n -117.57568359374999,\n 43.77109381775651\n ],\n [\n -116.8505859375,\n 43.27720532212024\n ],\n [\n -116.4111328125,\n 42.924251753870685\n ],\n [\n -115.29052734375,\n 42.4234565179383\n ],\n [\n -114.2578125,\n 42.342305278572816\n ],\n [\n -112.8955078125,\n 42.61779143282346\n ],\n [\n -112.4560546875,\n 43.197167282501276\n ],\n [\n -111.7529296875,\n 43.644025847699496\n ],\n [\n -111.4892578125,\n 44.213709909702054\n ],\n [\n -111.4892578125,\n 44.32384807250689\n ],\n [\n -111.884765625,\n 44.74673324024678\n ],\n [\n -112.52197265625,\n 44.62175409623324\n ],\n [\n -112.8515625,\n 44.276671273775186\n ],\n [\n -113.64257812499999,\n 43.51668853502906\n ],\n [\n -114.12597656249999,\n 43.51668853502906\n ],\n [\n -114.9169921875,\n 43.56447158721811\n ],\n [\n -115.3564453125,\n 43.59630591596548\n ],\n [\n -115.90576171874999,\n 43.67581809328341\n ],\n [\n -116.1474609375,\n 44.10336537791152\n ],\n [\n -116.03759765625,\n 44.37098696297173\n ],\n [\n -116.3232421875,\n 44.824708282300236\n ],\n [\n -116.71874999999999,\n 44.74673324024678\n ],\n [\n -117.1142578125,\n 44.5278427984555\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5defef","contributors":{"authors":[{"text":"Kjelstrom, L.C.","contributorId":89104,"corporation":false,"usgs":true,"family":"Kjelstrom","given":"L.C.","email":"","affiliations":[],"preferred":false,"id":234796,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47683,"text":"wri844270 - 1984 - Geohydrologic conditions in the Vekol Valley, Pinal and Maricopa Counties, Arizona-1983","interactions":[],"lastModifiedDate":"2024-06-17T21:30:19.710164","indexId":"wri844270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4270","title":"Geohydrologic conditions in the Vekol Valley, Pinal and Maricopa Counties, Arizona-1983","docAbstract":"

Vekol Valley is a north-trending valley in south-central Arizona. The valley includes 270 mi2 and is bounded by the Table Top and Vekol Mountains on the east, the Sand Tank and Maricopa Mountains and the White Hills on the west, and the Both and Haley Hills on the north. The climate is semiarid and precipitation occurs as local summer thunderstorms and regional winter storms. The average annual precipitation is 7 to 8 in., and the potential evaporation rate is about 10 times that of the average annual rainfall (Sells and Hill, 1974, p. 7, 44). Storm runoff occurs mainly as sheetflow and floods of short duration. Although some runoff is diverted into catchment tanks for use by livestock, runoff is not used for irrigation or public supply.

Vekol Valley is underlain by a thick sequence of basin sediments, sedimentary rocks, and volcanic rocks. The surrounding mountains are composed of crystalline and volcanic rocks, which also underlie the basin sediments to form the sides and bottom of the basin. The valley is divided into a northern part and a southern part by a bedrock outcrop of crystalline rocks between the White Hills on the west and the Table Top Mountains on the east (R. P. Wilson, 1979, p. 8). The northern part is about 90 mi2 (J. R. Marie and K. J. Hollett, U.S. Geological Survey, written commun., 1984) and the southern part is about 180 mi2.

The hydrologic data on which this map is based are available, for the most part, in computer-printout form and may be consulted at the Arizona Department of Water Resources, 99 East Virginia, Phoenix, and the U.S. Geological Survey offices in: Federal Building, 301 West Congress Street, Tucson , and 3788 North 16th Street, Suite E, Phoenix. Material from which copies can be made at private expense is available at the Tuscon and Phoenix offices of the U.S. Geological Survey.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844270","collaboration":"Prepared in cooperation with the U.S. Bureau of Indian Affairs","usgsCitation":"Cuff, M.K., 1984, Geohydrologic conditions in the Vekol Valley, Pinal and Maricopa Counties, Arizona-1983: U.S. Geological Survey Water-Resources Investigations Report 84-4270, 1 Plate: 40.12 x 34.31 inches, https://doi.org/10.3133/wri844270.","productDescription":"1 Plate: 40.12 x 34.31 inches","costCenters":[],"links":[{"id":161672,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4270/report-thumb.jpg"},{"id":84592,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4270/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":430341,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36114.htm","linkFileType":{"id":5,"text":"html"}}],"datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Arizona","county":"Maricopa County, Pinal County","otherGeospatial":"Vekol Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.5,\n 32.5\n ],\n [\n -112,\n 32.5\n ],\n [\n -112,\n 33\n ],\n [\n -112.5,\n 33\n ],\n [\n -112.5,\n 32.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4eac","contributors":{"authors":[{"text":"Cuff, Melinda K.","contributorId":37786,"corporation":false,"usgs":true,"family":"Cuff","given":"Melinda","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":236000,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":7956,"text":"ofr84583 - 1984 - Peak flow, volume, and frequency of the January 1982 flood, Santa Cruz Mountains and vicinity, California","interactions":[{"subject":{"id":7956,"text":"ofr84583 - 1984 - Peak flow, volume, and frequency of the January 1982 flood, Santa Cruz Mountains and vicinity, California","indexId":"ofr84583","publicationYear":"1984","noYear":false,"title":"Peak flow, volume, and frequency of the January 1982 flood, Santa Cruz Mountains and vicinity, California"},"predicate":"SUPERSEDED_BY","object":{"id":38465,"text":"pp1434 - 1988 - Landslides, Floods, and Marine Effects of the Storm of January 3-5, 1982, in the San Francisco Bay Region, California","indexId":"pp1434","publicationYear":"1988","noYear":false,"title":"Landslides, Floods, and Marine Effects of the Storm of January 3-5, 1982, in the San Francisco Bay Region, California"},"id":1}],"supersededBy":{"id":38465,"text":"pp1434 - 1988 - Landslides, Floods, and Marine Effects of the Storm of January 3-5, 1982, in the San Francisco Bay Region, California","indexId":"pp1434","publicationYear":"1988","noYear":false,"title":"Landslides, Floods, and Marine Effects of the Storm of January 3-5, 1982, in the San Francisco Bay Region, California"},"lastModifiedDate":"2020-10-06T21:26:17.783541","indexId":"ofr84583","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-583","title":"Peak flow, volume, and frequency of the January 1982 flood, Santa Cruz Mountains and vicinity, California","docAbstract":"The areal distribution of precipitation and flooding during the January 1982 storm in the Santa Cruz Mountains and vicinity was influenced by the orographic effect of the Santa Cruz Mountains. Precipitation depths ranged from 12.2 inches in 1 day on the west side to 1.33 inches on the east side. Unit peak discharge ranged from 626 cubic feet per second per square mile on the west side to 83 cubic feet per second per square mile on the east side. The median recurrence interval of peak flow on the west side is 22 years, whereas on the east side it is 6.8 years. Development of a relation between rainfall at Ben Lomond and runoff on the San Lorenzo River at Big Trees shows that the significant climatic factors that describe the flood hydrology of the basin are (1) precipitation for the 3 consecutive days including the day of peak flows and (2) precipitation for a 60-day duration prior to the peak. A study of historical floods and precipitation characterisitics in the San Lorenzo River basin suggests that major floods in the area are the product of (1) greater-than-normal antecedent precipitation for up to 60 days prior to the flood and (2) subsequent intense frontal-type storms immediately prior to the peak. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84583","usgsCitation":"Blodgett, J.C., and Poeschel, K., 1984, Peak flow, volume, and frequency of the January 1982 flood, Santa Cruz Mountains and vicinity, California: U.S. Geological Survey Open-File Report 84-583, iv, 37 p., https://doi.org/10.3133/ofr84583.","productDescription":"iv, 37 p.","costCenters":[],"links":[{"id":379138,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0583/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140037,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0583/report-thumb.jpg"}],"country":"United States","state":"California","city":"Santa Cruz","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.7557373046875,\n 36.31291199724548\n ],\n [\n -120.4376220703125,\n 36.31291199724548\n ],\n [\n -120.4376220703125,\n 37.74465712069939\n ],\n [\n -122.7557373046875,\n 37.74465712069939\n ],\n [\n -122.7557373046875,\n 36.31291199724548\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6884ee","contributors":{"authors":[{"text":"Blodgett, J. C.","contributorId":32154,"corporation":false,"usgs":true,"family":"Blodgett","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":156884,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Poeschel, K.R.","contributorId":98715,"corporation":false,"usgs":true,"family":"Poeschel","given":"K.R.","affiliations":[],"preferred":false,"id":156885,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8094,"text":"ofr8465 - 1984 - Floods in south-central Oklahoma and north-central Texas, October 1981","interactions":[],"lastModifiedDate":"2017-06-14T14:30:00","indexId":"ofr8465","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-65","title":"Floods in south-central Oklahoma and north-central Texas, October 1981","docAbstract":"

Heavy rains fell over south-central Oklahoma and north-central Texas during October 11-14, 1981, causing record flooding in both States. Six lives were lost, many people were temporarily left homeless, and damages amounted to nearly $115 million. The maximum rainfall of 23 inches occurred 5 miles north of Clyde, Texas, in about 34 hours.

\n

Flood discharges along the East Fork Little Wichita River in Texas and along the Blue River, Clear Boggy Creek, and part of Muddy Boggy Creek in Oklahoma in the Red River basin exceeded those previously known. The Red River near Gainesville, Texas, had a record stage. Severe flooding also occurred along the West Fork and Elm Fork Trinity Rivers in Texas. The Brazos River experienced record flooding along tributaries in Abilene and Breckenridge, Texas, and the Brazos River near Glen Rose had a record stage that was almost 1.5 feet higher than any previous flood.

\n

Substantial reductions in peak stages and discharges on the West Fork Trinity River downstream from Eagle Mountain Reservoir were attained as a result of reservoir storage. All floodwater on the Elm Fork Trinity River was contained by reservoir storage thus preventing a potentially devastating flood downstream on the Trinity River. Maximum stages and discharges and/or contents were recorded during and after this major flood at 83 gaging stations, crest-stage stations, reservoir stations, and a miscellaneous site.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8465","usgsCitation":"Buckner, H.D., and Kurklin, J.K., 1984, Floods in south-central Oklahoma and north-central Texas, October 1981: U.S. Geological Survey Open-File Report 84-65, v, 112 p., https://doi.org/10.3133/ofr8465.","productDescription":"v, 112 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":141339,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0065/report-thumb.jpg"},{"id":35693,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0065/report.pdf","text":"Report","size":"3.67 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Oklahoma, Texas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -96.17431640625,\n 36.049098959065645\n ],\n [\n -101.14013671875,\n 32.879587173066305\n ],\n [\n -99.931640625,\n 31.42866311735861\n ],\n [\n -94.98779296875,\n 34.831841149828655\n ],\n [\n -96.17431640625,\n 36.049098959065645\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b118c","contributors":{"authors":[{"text":"Buckner, Harold D.","contributorId":173633,"corporation":false,"usgs":false,"family":"Buckner","given":"Harold","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":157135,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kurklin, Joanne K.","contributorId":173634,"corporation":false,"usgs":false,"family":"Kurklin","given":"Joanne","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":157136,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8100,"text":"ofr84702 - 1984 - Compilation of selected hydrologic data from the MX missile-siting investigation, east-central Nevada and western Utah","interactions":[],"lastModifiedDate":"2017-08-31T17:19:33","indexId":"ofr84702","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-702","title":"Compilation of selected hydrologic data from the MX missile-siting investigation, east-central Nevada and western Utah","docAbstract":"

Construction, water-level, and water-quality data for wells and site-description, discharge, and water-quality data for springs and streams in 37 hydrographic areas in Nevada and Utah are presented in this report. These data are grouped in tables, by area. Additional tables contain a summary of data and aquifer-test results for wells in valley-fill deposits at 42 sites in Nevada and Utah and for wells in carbonate rocks at five sites in Nevada.

The data in this report were gathered by Ertec Western, Inc., or their subcontractors, for the U.S. Department of the Air Force as part of the MX missile-siting project and were originally presented in a number of individual reports.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Carson City, NV","doi":"10.3133/ofr84702","usgsCitation":"Bunch, R.L., and Harrill, J.R., 1984, Compilation of selected hydrologic data from the MX missile-siting investigation, east-central Nevada and western Utah: U.S. Geological Survey Open-File Report 84-702, Report: v, 123 p.; Plate: 24.22 in. x 19.98 in., https://doi.org/10.3133/ofr84702.","productDescription":"Report: v, 123 p.; Plate: 24.22 in. x 19.98 in.","numberOfPages":"128","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":140663,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0702/report-thumb.jpg"},{"id":35699,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0702/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35700,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0702/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Nevada, Utah","publicComments":"A product of the Regional Aquifer-System Analysis of the Great Basin-Nevada, Utah, and adjacent states\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1de4b07f02db6a993b","contributors":{"authors":[{"text":"Bunch, Robin L.","contributorId":69840,"corporation":false,"usgs":true,"family":"Bunch","given":"Robin","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":157146,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harrill, James R.","contributorId":99533,"corporation":false,"usgs":true,"family":"Harrill","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":157145,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29841,"text":"wri844251 - 1984 - Aldicarb-pesticide contamination of ground water in eastern Suffolk County, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri844251","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4251","title":"Aldicarb-pesticide contamination of ground water in eastern Suffolk County, Long Island, New York","docAbstract":"Aldicarb, a toxic oxime-carbamate pesticide that was believed incapable of reaching ground water, was used in potato-farming areas of eastern Suffolk County, New York during 1975-80. In 1979, aldicarb was found in substantial concentrations in ground water throughout the area. The New York State Department of Health set a limit of 7 micrograms per liter for aldicarb in drinking water. Extensive ground-water sampling into 1980 showed widespread contamination ranging from small amounts to as much as 515 micrograms per liter. In 1980, the U.S. Environmental Protection Agency banned the use of aldicarb on Long Island at the manufacturer 's request. A 1982 sampling study found aldicarb to have penetrated to about 40 feet below the water table in concentrations ranging from below detection limit to 239 micrograms per liter. Despite reputed toxicity, no instance of aldicarb poisoning on Long Island has been documented. The excessive aldicarb concentrations in the ground water of eastern Long Island may persist for decades; the duration has not been precisely determined and remains under investigation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844251","usgsCitation":"Soren, J., and Stelz, W., 1984, Aldicarb-pesticide contamination of ground water in eastern Suffolk County, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 84-4251, vi, 40 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844251.","productDescription":"vi, 40 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123646,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4251/report-thumb.jpg"},{"id":58648,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4251/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58649,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4251/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688006","contributors":{"authors":[{"text":"Soren, Julian","contributorId":54184,"corporation":false,"usgs":true,"family":"Soren","given":"Julian","email":"","affiliations":[],"preferred":false,"id":202224,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stelz, W. G.","contributorId":72837,"corporation":false,"usgs":true,"family":"Stelz","given":"W. G.","affiliations":[],"preferred":false,"id":202225,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8214,"text":"ofr84147 - 1984 - Index of surface-water stations in Texas, January 1984","interactions":[],"lastModifiedDate":"2022-09-01T18:16:05.065422","indexId":"ofr84147","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-147","title":"Index of surface-water stations in Texas, January 1984","docAbstract":"

The U.S. Geological Survey's investigations of the water resources of Texas are conducted in cooperation with the Texas Department of Water Resources, river authorities, cities, counties, U.S. Army Corps of Engineers, U.S. Bureau of Reclamation, International Boundary and Water Commission, and others.

\n

Investigations are under the general direction of C. W. Boning, District Chief, Texas District. The Texas District office is located in the Federal Building, 300 East 8th Street, Austin, Texas 78701.

\n

As of January 1, 1984, 399 stream-gaging, 86 reservoir-contents, 19 stage, 2 periodic discharge through range, 42 flood-hydrograph partial-record, 15 floodprofile partial-record, 34 low-flow partial-record, 11 crest-stage partial-record, 11 tide-level , 60 daily chemical-qual ity, 27 continuous-recording water-quality, 187 periodic chemical-qual ity, 175 periodic organic-quality, 60 pesticides, 1 sediment, 43 periodic sediment, 109 periodic biological, 28 continuous-recording water temperature, and 37 national stream-quality accounting network stations were in operation. Plate 1 shows the location of surface-water streamflow or reservoircontent and chemical-qual ity or sediment stations in Texas. Plate 2 shows the location of partial-record surface-water stations.

\n

This index shows the station number and name, latitude and longitude, type of data collected, and the office principally responsible for the data collection (table 1). An 8-digit permanent numerical designation for gaging stations has been adopted on a nationwide basis; stations are numbered and listed in downstream order. In the downstream direction along the main stem, all stations on a tributary entering above a main-stem station are listed before that station. A tributary entering between two main-stem stations is listed between them. A similar order is followed in listing stations on first rank, second rank, and other ranks of tributaries. To indicate the rank of any tributary on which a gaging station is situated and the stream to which it is an immediate tributary, each indention in the listing of gaging stations represent one rank. This downstream order and system of indention show which gaging stations are on tributaries between any two stations on a main stem and the rank of the tributary on which each gaging station is situated. On plates 1 and 2 the 8-digit station number is abbreviated because of space limitation.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr84147","usgsCitation":"Carrillo, E., and Buckner, H., 1984, Index of surface-water stations in Texas, January 1984: U.S. Geological Survey Open-File Report 84-147, Report: ii, 16 p.; 2 Plates: 18.51 x 17.15 inches and 18.39 x 17.55 inches, https://doi.org/10.3133/ofr84147.","productDescription":"Report: ii, 16 p.; 2 Plates: 18.51 x 17.15 inches and 18.39 x 17.55 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":406082,"rank":5,"type":{"id":36,"text":"NGMDB Index 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f28b9","contributors":{"authors":[{"text":"Carrillo, E.R.","contributorId":77924,"corporation":false,"usgs":true,"family":"Carrillo","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":157353,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buckner, H.D.","contributorId":49783,"corporation":false,"usgs":true,"family":"Buckner","given":"H.D.","email":"","affiliations":[],"preferred":false,"id":157352,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29589,"text":"wri834237 - 1984 - Water levels and water-level changes in the Prairie du Chien-Jordan and Mount Simon-Hinckley aquifers, Twin Cities metropolitan area, Minnesota, 1971-80","interactions":[],"lastModifiedDate":"2018-04-02T10:23:19","indexId":"wri834237","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4237","title":"Water levels and water-level changes in the Prairie du Chien-Jordan and Mount Simon-Hinckley aquifers, Twin Cities metropolitan area, Minnesota, 1971-80","docAbstract":"

The ground-water system in the Twin Cities Metropolitan Area includes five aquifers; two of these aquifers the Prairie du Chien-Jordan and the Mount Simon-Hinckley supply about 80 percent and 10 percent, respectively, of the ground water pumped for public supply. Water levels and changes in water levels in these two aquifers differ greatly in the Twin Cities Metropolitan Area. The Mississippi, Minnesota, and St. Croix Rivers are in hydraulic connection with and influence the pattern of flow in the upper aquifer, the Prairie du Chien-Jordan. Water generally flows toward these streams from water-level highs northeast, northwest, and south of Minneapolis and St. Paul. Consequently, heavy pumping has caused only localized cones of depression in the potentiometric surface of this aquifer. In contrast, the Mount Simon-Hinckley, which has only a slight hydraulic connection to the streams, is greatly influenced by pumping. Pumping in the urban centers of Minneapolis and St. Paul has caused a large cone of depression in the Mount Simon-Hinckley potentiometric surface. During 1971, the measurable cone was centered in eastcentral Hennepin County, was about 25 miles in diameter, and was as much as 150 feet deep at its center.

\n

Between 1971 and 1980, average water levels in the Prairie du Chien-Jordan aquifer changed less than 5 feet in most of the study area, but rose or declined as much as 25 feet locally in response to pumpage and recharge. During this period, seasonal declines of water levels from winter to summer lessened, and the area where these declines exceeded 10 feet decreased.

\n

In contrast, between 1971 and 1980, average water levels in the Mount Simon-Hinckley aquifer rose as much as 60 feet in the center of the cone of depression in response to decreased pumping. Also, the measurable cone of depression contracted from about 25 miles to about 15 miles in diameter. However, because of increased summer pumping due to below-average precipitation during 1980, seasonal water levels declined much more and over a wider area during 1980 than in 1971.

\n

Water-level data suggest that (1) little variation in annual pumpage between 1971 and 1980 from the Prairie du Chien-Jordan aquifer produced generally stable water levels in that aquifer, (2) decreased annual pumpage from the Mount Simon-Hinckley aquifer from 1971 to 1980 caused water levels in that aquifer to rise, and (3) a greater seasonal component of pumpage from the Mount Simon-Hinckley aquifer than from the Prairie du Chien-Jordan produced larger and more widespread seasonal water-level declines in the Mount Simon-Hinckley than in the Prairie du Chien-Jordan, particularly during dry years.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834237","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities and Minnesota Department of Natural Resources","usgsCitation":"Schoenberg, M., 1984, Water levels and water-level changes in the Prairie du Chien-Jordan and Mount Simon-Hinckley aquifers, Twin Cities metropolitan area, Minnesota, 1971-80: U.S. Geological Survey Water-Resources Investigations Report 83-4237, Document: iv, 23 p.; 2 Plates: 34.56 x 30.51 inches and 34.60 x 30.78 inches, https://doi.org/10.3133/wri834237.","productDescription":"Document: iv, 23 p.; 2 Plates: 34.56 x 30.51 inches and 34.60 x 30.78 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":159735,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4237/report-thumb.jpg"},{"id":58417,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4237/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58418,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4237/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58419,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4237/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Twin Cities Metropolitan 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Michael","contributorId":22802,"corporation":false,"usgs":true,"family":"Schoenberg","given":"Michael","affiliations":[],"preferred":false,"id":201771,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8868,"text":"ofr84633 - 1984 - Characteristics of some silver-, and base metal-bearing, epithermal deposits of Mexico and Peru","interactions":[],"lastModifiedDate":"2018-10-22T08:50:04","indexId":"ofr84633","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-633","title":"Characteristics of some silver-, and base metal-bearing, epithermal deposits of Mexico and Peru","docAbstract":"

Introduction

\n

Lithotectonic, mineralogical, and geochemical data on two silver- and base metal-bearing deposits from Peru and two from Mexico are compiled to facilitate comparisons with other epithermal deposits. Silver and base metal-bearing deposits of Mexico and Peru constitute an important portion of the world silver production derived from shallow, vein-type deposits hosted in volcanic rocks. Although these deposits are generally similar to epithermal deposits of Nevada and Colorado in the western United States, they have some important differences. Because of this, data on the geological attributes of these deposits are very useful for developing models of ore formation that can be used in mineral exploration. The data collected for this compilation are presented in the following pages in summaries of the important characteristics of each deposit. This compilation, which shows the complexities in the geology of epithermal ore deposits in Mexico and Peru, serves as a basis for further comparisons among epithermal deposits throughout the world. The case studies provide data useful to geologists and exploration!'sts interested in developing models of ore formation to be used in exploration for mineral deposits of this type. The deposits described in this report are the Guanajuato district of Guanajuato, Mexico, the Pachuca-Real del Monte district of Hidalgo, Mexico, the Colqui district of Lima, Peru, and the Julcani district of Huancavelica, Peru.

\n

Although many characteristics of the geology and geochemistry of this type of deposit were considered, the most important criterion for choosing these deposits was that they have substantial quantities of precious- and base-metal mineralization. Additional criteria for selecting the deposits were that they be hosted primarily by calc-alkaline volcanic rocks of intermediate to silicic composition and that they be younger than Tertiary in age. Many deposits in Mexico and Peru and other parts of Central and South America were excluded because the literature describing the districts is not readily available. Furthermore, many districts have not been examined in detail or the information available is of limited geological scope. The four districts that are compiled in this report were chosen because they are described in abundant literature dating from early mining reports on the general geology and mineralogy to very recent data on detailed geochemical and mineralogical studies. They were chosen as being fairly typical, classic examples of near-surface, low-temperature vein deposits as described by Lindgren (1928) in his treatise on ore deposits (Mineral deposits, McGraw-Hill, 1049 p.). These deposits are similar in aspects of their geology and geochemistry to many of the famous, epithermal silver mining districts in Colorado and Nevada including Creede, Colorado, Tonapah, Nevada, and the Sunnyside Mine of the Eureka district, Colorado, and, in the special case of Julcani, to Summitville, Colorado, and Goldfield, Nevada. The characteristics that distinguish them include overall size, production and alteration assemblage. The information documented in each summary will be used in a forthcoming series of papers on the comparative anatomy of precious and base metal deposits in North and South America.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84633","usgsCitation":"Foley, N.K., 1984, Characteristics of some silver-, and base metal-bearing, epithermal deposits of Mexico and Peru: U.S. Geological Survey Open-File Report 84-633, 35 p., https://doi.org/10.3133/ofr84633.","productDescription":"35 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":245,"text":"Eastern Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"links":[{"id":142811,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0633/report-thumb.jpg"},{"id":36439,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0633/report.pdf","text":"Report","size":"471.64 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"Mexico, Peru","state":"Guanajuato, Hidalgo. Huancavelica, Lima","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -101.3,\n 21\n ],\n [\n -101.3,\n 21.1\n ],\n [\n -101.2,\n 21.1\n ],\n [\n -101.2,\n 21\n ],\n [\n -101.3,\n 21\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.7,\n 20\n ],\n [\n -98.7,\n 20.1\n ],\n [\n -98.8,\n 20.1\n ],\n [\n -98.8,\n 20\n ],\n [\n -98.7,\n 20\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.4,\n -11.5\n ],\n [\n -76.4,\n -11.6\n ],\n [\n -76.5,\n -11.6\n ],\n [\n -76.5,\n -11.5\n ],\n [\n -76.4,\n -11.5\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74.8,\n -12.9\n ],\n [\n -74.8,\n -13\n ],\n [\n -74.7,\n -13\n ],\n [\n -74.7,\n -12.9\n ],\n [\n -74.8,\n -12.9\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4f45","contributors":{"authors":[{"text":"Foley, Nora K. 0000-0003-0124-3509 nfoley@usgs.gov","orcid":"https://orcid.org/0000-0003-0124-3509","contributorId":4010,"corporation":false,"usgs":true,"family":"Foley","given":"Nora","email":"nfoley@usgs.gov","middleInitial":"K.","affiliations":[{"id":245,"text":"Eastern Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":158463,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56652,"text":"fwsobs82_10_64 - 1984 - Habitat Suitability Index Models and Instream Flow Suitability Curves: White sucker","interactions":[],"lastModifiedDate":"2022-02-09T15:14:30.028474","indexId":"fwsobs82_10_64","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.64","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models and Instream Flow Suitability Curves: White sucker","docAbstract":"

The white sucker (Catostomus commersoni) is a highly adaptable, freshwater fish species found in lacustrine and riverine environments from the Mackenzie River, Hudson Bay drainage, and the Labrador Peninsula; south along the Atlantic Coast to western Georgia; along the northern extremes of the Gulf States to northern Oklahoma; north through the eastern sections of Colorado, Wyomi ng, and Montana; and through A\"I berta, north-central Bri t ish Col umbi a and southeastern Yukon territory (Carlander 1969; Scott and Crossman 1973).

","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Twomey, K.A., Williamson, K.L., and Nelson, P.C., 1984, Habitat Suitability Index Models and Instream Flow Suitability Curves: White sucker: FWS/OBS 82/10.64, viii, 56 p.","productDescription":"viii, 56 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":181767,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649e57","contributors":{"authors":[{"text":"Twomey, Kathleen A.","contributorId":38629,"corporation":false,"usgs":true,"family":"Twomey","given":"Kathleen","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":255601,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williamson, Kathryn L.","contributorId":50597,"corporation":false,"usgs":true,"family":"Williamson","given":"Kathryn","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":255602,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nelson, Patrick C.","contributorId":68799,"corporation":false,"usgs":true,"family":"Nelson","given":"Patrick","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":255603,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26758,"text":"wri844091 - 1984 - Review of buried crystalline rocks of eastern United States in selected hydrogeologic environments potentially suitable for isolating high-level radioactive wastes","interactions":[],"lastModifiedDate":"2017-12-06T13:43:26","indexId":"wri844091","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4091","title":"Review of buried crystalline rocks of eastern United States in selected hydrogeologic environments potentially suitable for isolating high-level radioactive wastes","docAbstract":"

Among the concepts suggested for the deep disposal of high-level radioactive wastes from nuclear power reactors is the excavation of a repository in suitable crystalline rocks overlain by a thick sequence of sedimentary strata in a hydrogeologic environment that would effectively impede waste transport. To determine the occurrence of such environments in the Eastern United States, a review was made of available sources of published or unpublished information, using the following hydrogeologic criteria:

  1. The top of the crystalline basement rock is 1,000 to 4,000 feet below land surface.
  2. The crystalline rock is overlain by sedimentary rock whose lowermost part, at least, contains ground water with a dissolved-solids concentration of 10,000 milligrams per liter or more.
  3. Shale or clay confining beds overlie the saline-water aquifer.
  4. The flow system in the saline-water aquifer is known or determinable from presently available data.

All of these hydrogeologic conditions occur in two general areas: (1) parts of Indiana, Ohio, and Kentucky, underlain by part of the geologic structure known as the Cincinnati arch, and (2) parts of the Atlantic Coastal Plain from Georgia to New Jersey.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Louisville, KY","doi":"10.3133/wri844091","usgsCitation":"Davis, R.W., 1984, Review of buried crystalline rocks of eastern United States in selected hydrogeologic environments potentially suitable for isolating high-level radioactive wastes: U.S. Geological Survey Water-Resources Investigations Report 84-4091, Report: iii, 20 p.; 2 Plates: 27.38 x 28.96 inches, https://doi.org/10.3133/wri844091.","productDescription":"Report: iii, 20 p.; 2 Plates: 27.38 x 28.96 inches","numberOfPages":"27","costCenters":[],"links":[{"id":158347,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4091/report-thumb.jpg"},{"id":349801,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4091/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":349802,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4091/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":349803,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4091/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604170","contributors":{"authors":[{"text":"Davis, R. W.","contributorId":93459,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196950,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1089,"text":"wsp2215 - 1984 - Availability and quality of water from the Dakota aquifer, northwest Iowa","interactions":[{"subject":{"id":8110,"text":"ofr82264 - 1982 - Availability and quality of water from the Dakota aquifer, northwest Iowa","indexId":"ofr82264","publicationYear":"1982","noYear":false,"title":"Availability and quality of water from the Dakota aquifer, northwest Iowa"},"predicate":"SUPERSEDED_BY","object":{"id":1089,"text":"wsp2215 - 1984 - Availability and quality of water from the Dakota aquifer, northwest Iowa","indexId":"wsp2215","publicationYear":"1984","noYear":false,"title":"Availability and quality of water from the Dakota aquifer, northwest Iowa"},"id":1}],"lastModifiedDate":"2016-03-02T15:59:06","indexId":"wsp2215","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2215","title":"Availability and quality of water from the Dakota aquifer, northwest Iowa","docAbstract":"

The Dakota aquifer in northwest Iowa consists of sandstones in the Dakota Formation. It underlies most of the study area and is the most extensive source of ground water in the area. Individual sandstone beds are from less than 10 to more than 150 feet thick. The cumulative thickness of sandstone is more than 200 feet throughout much of the area. The aquifer is confined by overlying Cretaceous limestone and shale, Quaternary glacial deposits and loess. The underlying confining material is shale of the Dakota Formation, undifferentiated Paleozoic age rocks, or Precambrian crystalline rock.

\n

Water flows through the aquifer from the northcentral part of the study area to the east, south and southwest. Recharge is dominantly by infiltration from the land surface through the confining materials. Discharge is to underlying Paleozoic aquifers and to the alluvium and glacial outwash deposits along the Missouri and Big Sioux Rivers in the southwest part of the area. Flow components toward bedrock valleys may reflect discharge to Quaternary sand and gravel deposits in these valleys.

\n

Pumping tests conducted in the study area indicate a narrow\" range of hydraulic conductivities of the Dakota aquifer, from 37 to 50 feet per day. Consequently, an average hydraulic conductivity of 40 feet per day was used to estimate the potential yield to wells completed in the aquifer. Yields of more than 250 gallons per minute can be expected throughout much of the study area and more than 1,000 gallons per minute could be produced in some areas.

\n

The quality of water from the Dakota is a calcium, magnesium, sulfate type. It is generally suitable for irrigation purposes, based on comparisons of sodium adsorption ratios and electrical conductivities. In some areas the aquifer has water with high salinity hazard that may restrict its use to irrigation of only well-drained types of soil. The concentration of radium-226 and other radionuclides exceeds recommended limits at several sites.

\n

The quality of water pumped from the aquifer may be altered by induced leakage from the underlying aquifers in Paleozoic age rocks if withdrawals reverse the pattern of natural flow from the Dakota into the Paleozoic aquifers. Evidence for such a reversal exists in the area around the city of LeMars.

","language":"English","publisher":"U. S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wsp2215","collaboration":"Prepared in cooperation with the Iowa Geological Survey","usgsCitation":"Burkart, M.R., 1984, Availability and quality of water from the Dakota aquifer, northwest Iowa: U.S. Geological Survey Water Supply Paper 2215, iv, 65 p.: ill., maps; 28 cm.; 8 plates in pocket, https://doi.org/10.3133/wsp2215.","productDescription":"iv, 65 p.: ill., maps; 28 cm.; 8 plates in pocket","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":25816,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2215/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25817,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2215/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25809,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2215/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25810,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2215/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25811,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2215/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25812,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2215/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25813,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2215/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25814,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2215/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25815,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2215/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137930,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2215/report-thumb.jpg"}],"country":"United States","state":"Iowa","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -94.50439453125,\n 42.27730877423709\n ],\n [\n -94.52636718749999,\n 43.50075243569041\n ],\n [\n -96.591796875,\n 43.50872101129684\n ],\n [\n -96.558837890625,\n 43.37311218382002\n ],\n [\n -96.558837890625,\n 43.31718491566708\n ],\n [\n -96.61376953125,\n 43.31718491566708\n ],\n [\n -96.61376953125,\n 43.22118973298753\n ],\n [\n -96.536865234375,\n 43.22118973298753\n ],\n [\n -96.51489257812499,\n 43.14909399920127\n ],\n [\n -96.50390625,\n 43.06086137134326\n ],\n [\n -96.558837890625,\n 43.04480541304369\n ],\n [\n -96.558837890625,\n 42.98857645832184\n ],\n [\n -96.558837890625,\n 42.908160071960566\n ],\n [\n -96.624755859375,\n 42.81152174509788\n ],\n [\n -96.6357421875,\n 42.71473218539458\n ],\n [\n -96.50390625,\n 42.60970621339408\n ],\n [\n -96.43798828125,\n 42.48830197960227\n ],\n [\n -96.40502929687499,\n 42.35854391749705\n ],\n [\n -96.317138671875,\n 42.30169032824452\n ],\n [\n -96.3720703125,\n 42.19596877629178\n ],\n [\n -94.50439453125,\n 42.27730877423709\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db62681a","contributors":{"authors":[{"text":"Burkart, M. R.","contributorId":42190,"corporation":false,"usgs":true,"family":"Burkart","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143159,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25971,"text":"wri844194 - 1984 - Evaluation of the hydrologic system and potential effects of mining in the Dickinson lignite area, eastern slope and western Stark and Hettinger counties, North Dakota","interactions":[],"lastModifiedDate":"2018-02-14T15:41:55","indexId":"wri844194","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4194","title":"Evaluation of the hydrologic system and potential effects of mining in the Dickinson lignite area, eastern slope and western Stark and Hettinger counties, North Dakota","docAbstract":"

The investigation of the water resources of the Dickinson lignite area, an area of about 500 square miles, was undertaken to define the hydrologic system of the area and to project probable effects of coal mining on the system.

Aquifers occur in sandstone beds in: the Fox Hills Sandstone and the lower Hell Creek Formation of Cretaceous age, the upper Hell Creek Formation of Cretaceous age and the lower Ludlow Member of the Fort Union Formation of Tertiary age, and the upper Ludlow and lower Tongue River Members of the Fort Union Formation of Tertiary age. Aquifers also occur in the sandstone and lignite lenses in the upper Tongue River Member and the Sentinel Butte Member of the Fort Union Formation.

Depths to the Fox Hills-lower Hell Creek aquifer system range from about 1,300 to 1,710 feet. Well yields range from 18 to 100 gallons per minute. The water is soft and is a sodium bicarbonate type. Dissolvedsolids concentrations in samples collected from the aquifer system ranged from 1,230 to 1,690 milligrams per liter.

Depths to the upper Hell Creek-lower Ludlow aquifer system range from about 720 to 1,040 feet. Well yields generally are less than 30 gallons per minute but may be as much as 150 gallons per minute. The water is soft and a sodium bicarbonate type. Dissolved-solids concentrations in samples collected from the aquifer system ranged from 1,010 to 1,450 milligrams per liter.

Depths to the upper Ludlow-lower Tongue River aquifer system range from about 440 to 713 feet. Well yields may range from about 1 to 100 gallons per minute. The water generally is soft and a sodium bicarbonate type but may be moderately hard and a sulfate type in the southwestern part of the area. Dissolved-solids concentrations in samples collected from the aquifer system ranged from 995 to 1,990 milligrams per liter.

Depths to the upper Tongue River-Sentinel Butte aquifer system range from near land surface to about 530 feet below land surface. Well yields generally range from about 1 to 185 gallons per minute. Yields from the lignite parts of the system range from about 2 to 60 gallons per minute. The water generally is a sodium bicarbonate type, but locally sulfate is the dominant anion. Dissolved-solids concentrations in samples collected from the aquifer system generally ranged from 574 to 2,720 milligrams per liter.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844194","usgsCitation":"Armstrong, C.A., 1984, Evaluation of the hydrologic system and potential effects of mining in the Dickinson lignite area, eastern slope and western Stark and Hettinger counties, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 84-4194, Report: v, 35 p.; Plate: 22.55 x 19.31 inches, https://doi.org/10.3133/wri844194.","productDescription":"Report: v, 35 p.; Plate: 22.55 x 19.31 inches","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":123870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4194/report-thumb.jpg"},{"id":54717,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4194/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54718,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4194/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Dakota","county":"Hettinger County, Stark County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa3b1","contributors":{"authors":[{"text":"Armstrong, C. A.","contributorId":66231,"corporation":false,"usgs":true,"family":"Armstrong","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":195565,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28695,"text":"wri844042 - 1984 - Digital simulation of the regional effects of subsurface injection of liquid waste near Pensacola, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844042","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4042","title":"Digital simulation of the regional effects of subsurface injection of liquid waste near Pensacola, Florida","docAbstract":"Industrial, organic, liquid waste has been injected into a part of the lower limestone of the Floridan aquifer at one site since 1963 and at another site since 1975, raising water levels in the injection zone throughout a large region. The hydrogeologic conceptual model of the injection zone is a layer tightly confined above by a thick layer of clay and in which lateral hydraulic conductivity decreases rapidly below the upper 60 feet. Recharge areas are to the north and east, where the confining layer pinches out. There appear to be permeability barriers to the northwest, west, and southwest due to facies changes, faults, or pinchouts. Measured and reconstructed preinjection water levels suggested that flow in the aquifer is from the northern recharge areas toward the southeast. A steady-state model simulation incorporating the cited boundary assumptions approximately simulated this pattern. A two-dimensional flow model and the subsurface waste injection program (SWIP) were calibrated to simulate the water level increases at various monitor wells since 1963. Sensitivity analyses showed the simulations to be quite sensitive to moderate errors in either transmissivity or storage parameter specifications. The predictive use of the hydraulic model is understood to be restricted to the geographical locations of data used for model calibration. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844042","usgsCitation":"Merritt, M.L., 1984, Digital simulation of the regional effects of subsurface injection of liquid waste near Pensacola, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4042, vi, 73 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844042.","productDescription":"vi, 73 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4042/report-thumb.jpg"},{"id":57537,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4042/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a884","contributors":{"authors":[{"text":"Merritt, M. L.","contributorId":47401,"corporation":false,"usgs":true,"family":"Merritt","given":"M.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200246,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13537,"text":"ofr85512 - 1984 - Analytical results, geology, and sample locality map of mercury-sulfur-gypsum mineralization at Crater, Inyo County, California","interactions":[],"lastModifiedDate":"2016-02-01T13:54:45","indexId":"ofr85512","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-512","title":"Analytical results, geology, and sample locality map of mercury-sulfur-gypsum mineralization at Crater, Inyo County, California","docAbstract":"

The Crater mercury-su l fur-gypsum ~ineral ized area is located in east-central California along the crest of the Last Chance Range, west of the north end of Death Valley (fig. 1). The area is in the northwest quarter of the Last Chance Range 15-minute quadrangle and occupies the area between 117 39 and 117 45 longitude and 37 10 and 37 15 latitudP.. The area studied lies between 5000 ( 1525 m) and 6000 ( 1830 m) feet above sea level. Relief isgenerally moderate but can be extreme in some places, as at Hanging Rock Canyon (plate 1). The climate is arid, and there are no active streams in the area. The range fronts east and west of the area are precipitous and incised by many steep canyons, whereas the range crest has relatively low relief. The old abandoned town and mine site of Crater 1 ie in this area of low relief. Access to the Crater area is by paved and dirt roads from Big Pine to the west or from the north end of the Death Valley National Monument to the southeast.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85512","usgsCitation":"Erickson, M.S., Marsh, S., and Roemer, T.A., 1984, Analytical results, geology, and sample locality map of mercury-sulfur-gypsum mineralization at Crater, Inyo County, California: U.S. Geological Survey Open-File Report 85-512, 25 p., https://doi.org/10.3133/ofr85512.","productDescription":"25 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":145470,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr85512.jpg"},{"id":42021,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0512/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":314977,"rank":401,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0512/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Inyo 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M. S.","contributorId":35302,"corporation":false,"usgs":true,"family":"Erickson","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":167968,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Marsh, S.P.","contributorId":32913,"corporation":false,"usgs":true,"family":"Marsh","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":167967,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Roemer, T. A.","contributorId":72784,"corporation":false,"usgs":true,"family":"Roemer","given":"T.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":167969,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":59768,"text":"mf1713 - 1984 - Types of damage that could result from a great earthquake in the New Madrid, Missouri, seismic zone","interactions":[],"lastModifiedDate":"2026-02-23T21:30:35.522784","indexId":"mf1713","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1713","title":"Types of damage that could result from a great earthquake in the New Madrid, Missouri, seismic zone","docAbstract":"

In the winter of 1811–1812 a series of three great earthquakes occurred in the New Madrid seismic zone. In addition to the three principal shocks, at least 15 other earthquakes, Io ≥ VIII, occurred within a year of the first large earthquake on December 16, 1811. The three main shocks were felt over the entire eastern United States. They were strong enough to cause minor damage as far away as Indiana and Ohio on the north, the Carolinas on the east, and southern Mississippi on the south. They were strong enough to cause severe or structural damage in parts of Missouri, Illinois, Indiana, Kentucky, Tennessee, Mississippi, and Arkansas. The section of this poster titled \"Seismic history of the New Madrid region\" describes what happened in the epicentral region. Fortunately, few people lived in the severely shaken area in 1811; that is not the case today. What would happen if a series of earthquakes as large and numerous as the \"New Madrid\" earthquakes were to occur in the New Madrid seismic zone today?

\n

Photographs 1-10 show typical damage to structures that occurred during various earthquakes in the United States. Structural damage to buildings in the Modified Mercalli intensity scale, a scale used for assigning numbers to earthquake effects, begins at intensity VIII. Minor or architectural damage (cracked plaster, windows, and chimneys) occurs at intensities VI and VII, and effects on people and small objects predominate at intensities below VI (earthquake felt, direction and duration noted, dishes broken). Photographs 1-10 illustrate damage caused by intensity VIII and above. None of the damage shown in these photographs occurred in earthquakes larger than the 1811–1812 New Madrid shocks, and most of the examples are from considerably smaller shocks. Photographs 1-4 and 7 show damage to masonry buildings, mostly old and unreinforced, none designed to be earthquake resistant. How many such buildings are in use in your community? Photographs 5 and 6 show damage to modern structures close to the epicenter of a magnitude 6.5 earthquake, a small shock compared to the magnitudes (8.4–8.7) of the New Madrid earthquakes. Photographs 8–10 are typical of damage that can occur at large distances from great earthquakes. Tall buildings are particularly susceptible to ground motions with relatively long periods (greater than 1 second), while short, rigid buildings are generally more likely to be damaged by ground motions with periods of less than 1 second. Shorter period ground motions attenuate more rapidly with distance from the epicenter than do the longer period motions.

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The 1811-1812 earthquakes produced extensive ground effects. Earthquakes can cause many different kinds of ground effects, ranging from minor fissures, slumps, and rockslides to major landslides and disturbances of the ground surface. Photographs 1117 show typical earthquake ground effects and the kinds of damage they can cause to manmade structures.

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Is another earthquake as large as the 1811-1812 shocks really likely to occur in New Madrid seismic zone? Great earthquakes such as the 1811-1812 series are estimated to occur in the zone on the average every 500 years. However, earthquakes strong enough to cause structural damage (VIII in the Modified Mercalli intensity scale) are estimated to occur in the seismic zone on the average every 50 years. The last such shock occurred in 1843.

\n

How do you prepare for a possible earthquake and what do you do if one occurs? The section on \"Earthquake safety tips\" explains what to do before, during, and after an earthquake.

\n

Want to know more? See \"Sources of additional information.\" Other reports of interest are listed in \"References cited.\"

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1713","collaboration":"Prepared in cooperation with the Federal Emergency Management Agency","usgsCitation":"Hopper, M.G., and Algermissen, S.T., 1984, Types of damage that could result from a great earthquake in the New Madrid, Missouri, seismic zone: U.S. Geological Survey Miscellaneous Field Studies Map 1713, Plate: 42.18 x 28.92 inches, https://doi.org/10.3133/mf1713.","productDescription":"1 Plate: 42.18 x 28.92 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":327280,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1713/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":183721,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1713.JPG"}],"country":"United States","otherGeospatial":"New Madrid seismic zone","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db62387e","contributors":{"authors":[{"text":"Hopper, M. G.","contributorId":39389,"corporation":false,"usgs":true,"family":"Hopper","given":"M.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":262547,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Algermissen, S. T.","contributorId":39790,"corporation":false,"usgs":true,"family":"Algermissen","given":"S.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":262548,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9617,"text":"ofr84867 - 1984 - Assessment of ground-water contamination by coal-tar derivatives, St. Louis Park area, Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T12:06:21","indexId":"ofr84867","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-867","title":"Assessment of ground-water contamination by coal-tar derivatives, St. Louis Park area, Minnesota","docAbstract":"

Operation of a coal-tar distillation and wood-preserving facility in St. Louis Park, Minnesota, during 1918-72 contaminated ground water with coal-tar derivatives and inorganic chemicals. Coal-tar derivatives entered the groundwater system through three major paths: (1) Spills and drippings that percolated to the water table, (2) surface runoff and plant process water that was discharged to wetlands south of the former plant site, and (3) movement of coal tar directly into bedrock aquifers through a multiaquifer well on the site.

\n

In the drift, Platteville, and St. Peter aquifers, ground water flows laterally from west to east and vertically downward. Near the former plant site, creosote-like organic fluids have migrated vertically downward through the drift and are being partially dissolved by ground water. Ground water has preferentially mobilized low-molecular-weight compounds such as phenolic compounds, alkyl-benzenes, and naphthalene, although polynuclear aromatic hydrocarbons as heavy as benzo(a)pyrene have been mobilized at low concentrations. Sorption of high-molecular-weight compounds has retarded their migration down the hydraulic gradient compared to low-molecular-weight compounds in the plume. Some simple phenolic compounds are being degraded to methane and carbon dioxide by bacteria under anaerobic conditions in the drift-PlattevilleSt. Peter aquifer system. Other low-molecular-weight aromatic compounds are apparently being degraded by aerobic bacteria at the periphery of the plume where oxygen is available. Intermediate degradation products such as volatile fatty acids are likely present, but complete conversion of the organic contaminants to innocuous inorganic substances has not been demonstrated. Near and south of 36th and Wooddale Avenues, contaminants enter the St. Peter aquifer where the Glenwood confining unit has been eroded in a buried bedrock valley. Contaminants previously entered the Prairie du Chien-Jordan aquifer through at least one multiaquif er well (W38). Other sources of contaminants and the low concentrations of contaminants hamper delineation of the maximum areal extent of contaminants that are resistant to biologic degradation. These biorefractory compounds will probably continue to migrate down the hydraulic gradients in the drift and Platteville and St. Peter aquifers.

\n

Of particular concern with respect to the health risk to humans are the polynuclear aromatic hydrocarbons, which are a major constituent of coal tar and are found in municipal wells near the site that are completed in the Prairie du Chien-Jordan aquifer. The Prairie du Chien-Jordan aquifer lies 250 to 500 feet below land surface and is relatively well protected from nearsurface sources of contamination by overlying rocks. However, the aquifer has been contaminated since at least 1932 because coal-tar derivatives have entered the aquifer through multiaquifer wells. The most significant single source of contamination in the aquifer is a well drilled on the site in 1917 (well W23) that has contained liquid coal-tar since at least 1958. The introduction, dissolution, and movement of this coal-tar in ground water has contaminated nearby municipal wells. The composition of the tar in well W23, and the ratio of concentrations of individual compounds in water from well W23 to those in municipal well SLP15, are consistent with known hydrologic, chemical, and biologic processes, and the conclusion that contaminants in well SLP15 are due primarily to contaminants introduced at well W23. Most of the major polynuclear aromatic hydrocarbons in the tar, although slightly soluble in water and strongly sorbed by aquifer materials, have moved greater distances at higher concentrations than have the lower-molecular-weight, more soluble compounds such as phenolic compounds and naphthalene. The latter are apparently being degraded by bacteria.

\n

The direction and rate of contaminant movement within the Prairie du Chien-Jordan aquifer changes with time because the ground-water-flow system continually adjusts to hydraulic stresses caused by ground-water withdrawals and flow through multiaquifer wells. Contaminants can move rapidly through the Prairie du Chien-Jordan because the upper part of the aquifer is a carbonate rock having fracture and solution-channel permeability, low effective porosity, and relatively small surface area for sorption. Consequently, the concentration and composition of contaminants in water pumped from individual industrial and municipal wells completed in the aquifer fluctuate with time. Although contaminants have been in the aquifer for at least 50 years and their spatial distribution is complex, concentrations remain highest near their points of introduction through multiaquifer wells near and on the site of the former plant.

\n

Contaminants reached the Ironton-Galesville aquifer through at least two deep multiaquifer wells (W23 and W38), but the extent of contamination in this aquifer, and in the underlying Mount Simon-Hinckley aquifer, is not known.

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No abstract available. 

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The wall eye is native to freshwater ri vers and 1akes of Canada and the United States, with rare occurrences in brackish water (Scott and Crossman 1973). In the United States, its native range occurs primarily in drainages east of the Rocky Mountains and west of the Appalachians; however, it has been widely introduced into reservoirs outside its native range (Colby et al. 1979). Walleye hybridize with sauger (S. canadense) and blue pike (S. v. glaucum) (Scott and Crossman 1973).

","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"McMahon, T., Terrell, J.W., and Nelson, P.C., 1984, Habitat Suitability Index Models: Walleye: FWS/OBS 82/10.56, viii, 43 p.","productDescription":"viii, 43 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":165604,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6497a2","contributors":{"authors":[{"text":"McMahon, Thomas E.","contributorId":93548,"corporation":false,"usgs":true,"family":"McMahon","given":"Thomas E.","affiliations":[],"preferred":false,"id":216576,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Terrell, James W. 0000-0001-5394-5663","orcid":"https://orcid.org/0000-0001-5394-5663","contributorId":92726,"corporation":false,"usgs":true,"family":"Terrell","given":"James","email":"","middleInitial":"W.","affiliations":[{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"preferred":true,"id":216575,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nelson, Patrick C.","contributorId":68799,"corporation":false,"usgs":true,"family":"Nelson","given":"Patrick","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":216574,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":15729,"text":"ofr84233 - 1984 - Hydrology of area 11, Eastern Coal Province, Ohio, Kentucky, and West Virginia","interactions":[],"lastModifiedDate":"2024-12-04T21:00:35.905241","indexId":"ofr84233","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-233","title":"Hydrology of area 11, Eastern Coal Province, Ohio, Kentucky, and West Virginia","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84233","usgsCitation":"Roth, D., and Cooper, S., 1984, Hydrology of area 11, Eastern Coal Province, Ohio, Kentucky, and West Virginia: U.S. Geological Survey Open-File Report 84-233, v, 66 p., https://doi.org/10.3133/ofr84233.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":464766,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13321.htm","linkFileType":{"id":5,"text":"html"}},{"id":146462,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0233/report-thumb.jpg"},{"id":95324,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0233/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kentucky, Ohio, West Virginia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -83.86623180747648,\n 36.731743994525004\n ],\n [\n -81.43264711571662,\n 37.927674336656665\n ],\n [\n -81.0549105792823,\n 40.470417310879355\n ],\n [\n -81.04739335783368,\n 41.3198369033787\n ],\n [\n -82.26961292288702,\n 41.177583641541645\n ],\n [\n -84.09257837635606,\n 39.6683312010673\n ],\n [\n -84.68344347599752,\n 37.24430123159996\n ],\n [\n -83.86623180747648,\n 36.731743994525004\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604706","contributors":{"authors":[{"text":"Roth, D.K.","contributorId":60275,"corporation":false,"usgs":true,"family":"Roth","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":171607,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cooper, S.C.","contributorId":75284,"corporation":false,"usgs":true,"family":"Cooper","given":"S.C.","email":"","affiliations":[],"preferred":false,"id":171608,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15627,"text":"ofr84713 - 1984 - Ground-water resources of Limestone County, Texas","interactions":[],"lastModifiedDate":"2016-08-11T16:35:01","indexId":"ofr84713","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-713","title":"Ground-water resources of Limestone County, Texas","docAbstract":"

Limestone County, located in east-central Texas, has small to plentiful ground-water supplies available, depending upon the location within the county. The Wilcox Group in the eastern part of the county has adequate supplies to meet the expected water demands in the foreseeable future. The thicker zones of the Wilcox Group can supply yields in excess of 500 gallons per minute. The Midway Group can supply yields in excess of 100 gallons per minute from the Tehuacana Member of the Kincaid Formation. This represents the largest well yields from the Midway Group in Texas. The Midway Group elsewhere in the State is mostly a poor water producer and is not considered an aquifer. The Taylor Marl and Navarro Group furnish only small quantities of ground water to wells in the western part of the county where these units crop out. The Hosston and Travis Peak Formations are present at depths in excess of 2,000 feet. These formations, which contain slightly saline water in the western part of the county, could be expected to produce water with a temperature of about 150°F that might be used for heating purposes.

\n

About 0.9 million gallons per day of ground water was used for all purposes in 1980. This use has declined since 1955 but is expected to increase as additional public-supply and industrial wells are being developed. The Wilcox Group is capable of annually yielding at least 14,000 acre-feet or 11.6 million gallons per day of water to wells on a long-term basis.

\n

Generally, the ground water is of acceptable quality for most uses. Relatively high dissolved-solids and iron concentrations are the major water-quality problems. Water-quality problems that may be the result of man's activities are limited to a small oilfield area near Mexia.

\n

Lignite mining from the Wilcox Group is expected to take place in the foreseeable future. The collection of additional hydrologic data on the Wilcox would be desirable before, during, and after mining.

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