No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874215","usgsCitation":"Mack, F.K., Andreasen, D.C., Curtin, S.E., and Wheeler, J.C., 1987, Difference between the potentiometric surfaces of the Aquia aquifer in spring of 1979 and fall of 1986 in southern Maryland: U.S. Geological Survey Water-Resources Investigations Report 87-4215, 1 Plate: 8.56 x 11.00 inches, https://doi.org/10.3133/wri874215.","productDescription":"1 Plate: 8.56 x 11.00 inches","costCenters":[],"links":[{"id":424237,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46870.htm","linkFileType":{"id":5,"text":"html"}},{"id":54180,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4215/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118777,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4215/report-thumb.jpg"}],"country":"United States","state":"Maryland","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -77,\n 39.166667\n ],\n [\n -77,\n 38\n ],\n [\n -76,\n 38\n ],\n [\n -76,\n 39.166667\n ],\n [\n -77,\n 39.166667\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6881da","contributors":{"authors":[{"text":"Mack, F. K.","contributorId":93471,"corporation":false,"usgs":true,"family":"Mack","given":"F.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":193730,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":193728,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Curtin, S. E.","contributorId":17235,"corporation":false,"usgs":true,"family":"Curtin","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":193727,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wheeler, J. C.","contributorId":66225,"corporation":false,"usgs":true,"family":"Wheeler","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":193729,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26801,"text":"wri874007 - 1987 - Ground-water quality and geochemistry of Las Vegas Valley, Clark County, Nevada, 1981-83: Implementation of a monitoring network","interactions":[],"lastModifiedDate":"2022-02-02T21:59:20.341167","indexId":"wri874007","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4007","title":"Ground-water quality and geochemistry of Las Vegas Valley, Clark County, Nevada, 1981-83: Implementation of a monitoring network","docAbstract":"As a result of rapid urban growth in Las Vegas Valley, rates of water use and wastewater disposal have grown rapidly during the last 25 years. Concern has developed over the potential water quality effects of this growth. The deep percolation of wastewater and irrigation return flow (much of which originates as imported water from Lake Mead), along with severe overdraft conditions in the principal aquifers of the valley, could combine to pose a long-term threat to groundwater quality. The quantitative investigations of groundwater quality and geochemical conditions in the valley necessary to address these concerns would include the establishment of data collection networks on a valley-wide scale that differ substantially from existing networks. The valley-wide networks would have a uniform areal distribution of sampling sites, would sample from all major depth zones, and would entail repeated sampling from each site. With these criteria in mind, 40 wells were chosen for inclusion in a demonstration monitoring network. Groundwater in the northern half of the valley generally contains 200 to 400 mg/L of dissolved solids, and is dominated by calcium, magnesium , and bicarbonate ions, reflecting a chemical equilibrium between the groundwater and the dominantly carbonate rocks in the aquifers of this area. The intermediate to deep groundwater in the southern half of the valley is of poorer quality (containing 700 to 1,500 mg/L of dissolved solids) and is dominated by calcium, magnesium, sulfate, and bicarbonate ions, reflecting the occurrence of other rock types including evaporite minerals among the still-dominant carbonate rocks in the aquifers of this part of the valley. The poorest quality groundwater in the valley is generally in the lowland parts of the valley in the first few feet beneath the water table, where dissolved solids concentrations range from 2,000 to > 7,000 mg/L , and probably reflects the effects of evaporite dissolution, secondary recharge, and evapotranspiration. The most common water quality constraint on potential groundwater use is the high salinity. No evidence of large-scale contamination of deep groundwater was found in this study.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874007","usgsCitation":"Dettinger, M.D., 1987, Ground-water quality and geochemistry of Las Vegas Valley, Clark County, Nevada, 1981-83: Implementation of a monitoring network: U.S. Geological Survey Water-Resources Investigations Report 87-4007, v, 69 p., https://doi.org/10.3133/wri874007.","productDescription":"v, 69 p.","costCenters":[],"links":[{"id":395317,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46696.htm"},{"id":55689,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4007/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124197,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4007/report-thumb.jpg"}],"country":"United States","state":"Nevada","county":"Clark County","otherGeospatial":"Las Vegas Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -115.2883,\n 35.95\n ],\n [\n -114.9231,\n 35.95\n ],\n [\n -114.9231,\n 36.3444\n ],\n [\n -115.2883,\n 36.3444\n ],\n [\n -115.2883,\n 35.95\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6673c0","contributors":{"authors":[{"text":"Dettinger, M. D. 0000-0002-7509-7332","orcid":"https://orcid.org/0000-0002-7509-7332","contributorId":93069,"corporation":false,"usgs":false,"family":"Dettinger","given":"M.","middleInitial":"D.","affiliations":[{"id":16196,"text":"Scripps Institution of Oceanography, La Jolla, CA","active":true,"usgs":false}],"preferred":false,"id":197027,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":65745,"text":"i1865 - 1987 - Mineral resource assessment of the Republic of Costa Rica","interactions":[],"lastModifiedDate":"2012-02-10T00:11:02","indexId":"i1865","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1865","subseriesTitle":"NONE","title":"Mineral resource assessment of the Republic of Costa Rica","language":"ENGLISH","doi":"10.3133/i1865","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Mineral resource assessment of the Republic of Costa Rica: U.S. Geological Survey IMAP 1865, 1 atlas (75 p.) :ill. (chiefly col.), col. maps ;82 cm., https://doi.org/10.3133/i1865.","productDescription":"1 atlas (75 p.) :ill. (chiefly col.), col. maps ;82 cm.","costCenters":[],"links":[{"id":251397,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1865/report.pdf","size":"258080","linkFileType":{"id":1,"text":"pdf"}},{"id":252253,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1865/report-thumb.jpg"}],"scale":"500000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -86,8 ], [ -86,11.25 ], [ -82.5,11.25 ], [ -82.5,8 ], [ -86,8 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c238","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":534108,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26741,"text":"wri864132 - 1987 - Statistical analysis relating well yield to construction practices and siting of wells in the Piedmont and Blue Ridge provinces of North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T12:12:48","indexId":"wri864132","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4132","title":"Statistical analysis relating well yield to construction practices and siting of wells in the Piedmont and Blue Ridge provinces of North Carolina","docAbstract":"A statistical analysis was made of data from more than 6,200 water wells drilled in the fractured crystalline rocks of the Blue Ridge, Piedmont, and western edge of the Coastal Plain where crystalline rocks underlie sediments at shallow depths. The study area encompassed 65 countries in western North Carolina, an area of 30,544 square mi, comprising nearly two-thirds of the State. Additional water supplies will be needed in western North Carolina as population and industrial development continue to increase. Ground water is an attractive alternative to surface water sources for moderate to large supplies. The statistical analysis was made to identify the geologic, topographic, and construction factors associated with high-yield wells. It is generally held that the crystalline rocks of Blue Ridge and Piedmont provinces yield only small amounts of water to wells, that water is obtained from vertical fractures that pinch out at a depth of about 300 feet because of lithostatic pressure, and that the function of a larger diameter well is primarily for storage. These concepts are reasonable when based upon the average well drilled in these rocks: a domestic well, 125 feet deep, 6 inches or less in diameter, and located on a hill or ridge. However, statistical analysis shows that wells in draws or valleys have average yields three times those of wells on hills and ridges. Wells in the most productive hydrogeologic units have average yields twice those of wells in the least productive units. Wells in draws and valleys in the most productive units average five times more yield than wells on hills and ridges in the least productive units. Well diameter can have significant influence on yield; for a given depth, yield is directly proportional to well diameter. Maximum well yields are obtained from much greater depths than previously believed. For example, the average yield of 6-inch diameter wells located in draws and valleys can be expected to reach a maximum of about 45 gallons per minute at depths of 500 to 525 feet; for similarly located 12-inch diameter wells, the average yield can be expected to reach a maximum of about 150 gallons per min at depths of 700 to 800 ft. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864132","usgsCitation":"Daniel, C., 1987, Statistical analysis relating well yield to construction practices and siting of wells in the Piedmont and Blue Ridge provinces of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 86-4132, v, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864132.","productDescription":"v, 54 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158536,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4132/report-thumb.jpg"},{"id":55619,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4132/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Blue Ridge Province, Piedmont 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Carolina\",\"nation\":\"USA \"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4a93","contributors":{"authors":[{"text":"Daniel, C.C.","contributorId":53427,"corporation":false,"usgs":true,"family":"Daniel","given":"C.C.","email":"","affiliations":[],"preferred":false,"id":196919,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11833,"text":"ofr87115 - 1987 - Activities of the U.S. Geological Survey, status of Idaho projects, fiscal year 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:06:41","indexId":"ofr87115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-115","title":"Activities of the U.S. Geological Survey, status of Idaho projects, fiscal year 1986","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/ofr87115","usgsCitation":"Channel, L.K., 1987, Activities of the U.S. Geological Survey, status of Idaho projects, fiscal year 1986: U.S. Geological Survey Open-File Report 87-115, ii, 60 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87115.","productDescription":"ii, 60 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":145779,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0115/report-thumb.jpg"},{"id":39735,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0115/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2c5d","contributors":{"authors":[{"text":"Channel, L. K.","contributorId":35304,"corporation":false,"usgs":true,"family":"Channel","given":"L.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":163823,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29300,"text":"wri854038 - 1987 - Quality of water in mines in the Western Middle Coal Field, Anthracite Region, east-central Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-20T08:41:03","indexId":"wri854038","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4038","title":"Quality of water in mines in the Western Middle Coal Field, Anthracite Region, east-central Pennsylvania","docAbstract":"The quality of mine water in the 75 sq-mi Western Middle anthracite field, Pennsylvania was determined by sampling discharges and boreholes at 60 abandoned and flooded mines during 1975-78. The Vulcan-Buck Mountain mine, east-northeast of Mahanoy City, contains an estimated 6,100 acre-ft of water with a specific conductance of 380 to 460 micromhos and a pH of 4.4 to 4.6 units. Twenty-two mines are in a 15-sq mi area between Mahanoy City and Girardville, all of which closed prior to 1958. Seven of these mines in the Mahanoy Basin may contain 30,000 acre-ft of water. Specific conductance ranges from 630 micromhos in the Tunnel mine to 1,800 micromhos in the Gilberton mine. Fifteen of these mines are in the Shenandoah complex; specific conductance ranges from 240 to 310 micromhos in mines in the eastern end of the complex to 2,400 micromhos in the western end. The specific conductance of water in 25 mines in the Mount Carmel-Shamokin area ranges from 460 to 980 micromhos. The North Franklin mine near Trevorton contains about 4,900 acre-ft of water with a specific conductance of about 1,100 micromhos. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854038","usgsCitation":"Reed, L., Beard, M., and Growitz, D., 1987, Quality of water in mines in the Western Middle Coal Field, Anthracite Region, east-central Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 85-4038, vi, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854038.","productDescription":"vi, 51 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":58144,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4038/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58141,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4038/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58145,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4038/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58143,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4038/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58146,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4038/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58147,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4038/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58148,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4038/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58149,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4038/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159617,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4038/report-thumb.jpg"},{"id":58142,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4038/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db6516a3","contributors":{"authors":[{"text":"Reed, L.A.","contributorId":14454,"corporation":false,"usgs":true,"family":"Reed","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":201304,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Beard, M.M.","contributorId":8897,"corporation":false,"usgs":true,"family":"Beard","given":"M.M.","email":"","affiliations":[],"preferred":false,"id":201303,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Growitz, D.J.","contributorId":60273,"corporation":false,"usgs":true,"family":"Growitz","given":"D.J.","affiliations":[],"preferred":false,"id":201305,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":14055,"text":"ofr86301 - 1987 - Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois","interactions":[{"subject":{"id":14055,"text":"ofr86301 - 1987 - Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois","indexId":"ofr86301","publicationYear":"1987","noYear":false,"title":"Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois"},"predicate":"SUPERSEDED_BY","object":{"id":1816,"text":"wsp2327 - 1989 - Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois","indexId":"wsp2327","publicationYear":"1989","noYear":false,"title":"Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois"},"id":1}],"supersededBy":{"id":1816,"text":"wsp2327 - 1989 - Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois","indexId":"wsp2327","publicationYear":"1989","noYear":false,"title":"Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois"},"lastModifiedDate":"2021-02-03T22:02:33.215354","indexId":"ofr86301","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-301","title":"Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois","docAbstract":"From July 1982 through June 1984, a study was made of the microclimate and evapotranspiration at a low-level radioactive-waste disposal site near Sheffield, Bureau County, Illinois. Vegetation at the site consists of mixed pasture grasses, primarily brome (Bromus inermis) and red clover (Trifoleum pratense). Three methods were used to estimate evapotranspiration: (1) an energy-budget with the Bowen ratio, (2) an aerodynamic-profile, and (3) a soil-based water-budget. For the aerodynamic-profile method, sensible-heat flux was estimated by a profile equation and evapotranspiration was then calculated as the residual in the energy-balance equation. Estimates by the energy-budget and aerodynamic-profile methods were computed from hourly data, then summed by days and months. Yearly estimates for March through November, by these methods, were quite close--648 and 626 millimeters, respectively. Daily estimates range up to a maximum of about 6 millimeters. The water-budget method produced only monthly estimates based on weekly or biweekly soil-moisture content measurements. The yearly evapotranspiration estimated by this method (which actually included only the months of April through October) was 655 millimeters. The March-through-November average for the three methods of 657 millimeters was equivalent to 70 percent of precipitation.\r\nContinuous measurements were made of incoming and reflected shortwave radiation, incoming and emitted longwave radiation, net radiation, soil-heat flux, soil temperature, horizontal windspeed, and wet- and dry-bulb air temperature. Windspeed and air temperature were measured at heights of 0.5 and 2.0 meters (and also at 1.0 meter after September 1983). Soil-moisture content of the soil zone was measured with a gamma-attenuation gage.\r\n\r\nAnnual precipitation (938 millimeters) and average temperature (10.8 degrees Celsius) were virtually identical to long-term averages from nearby National Weather Service stations. Solar radiation averaged 65 percent of that normally expected under clear skies. Net radiation averaged 70.1 watts per square meter and was highest in July and negative during some winter months. Wind direction varied but was predominately out of the south-southeast. Wind speed at the 2-meter height averaged 3.5 meters per second and was slightly higher in winter months than the rest of the year. The amount of water stored within the soil zone was greatest in early spring and least in late summer.\r\n\r\nSeasonal and diurnal trends in evapotranspiration rates mirrored those in net radiation; July was usually the month with the highest rate. The ratio of sensible- to latent-heat fluxes (commonly called the Bowen ratio) for the 2-year period was 0.38, as averaged from the three methods. Monthly Bowen ratios fluctuated somewhat but averaged about 0.35 for late spring through summer. In fall, the ratio declined to zero or to slightly negative values. When the ratio was negative, the latent-heat flux was slightly greater than the net radiation because of additional energy supplied by the cooling soil and air.\r\n\r\nEvapotranspiration calculated by the three methods averaged 75 percent of potential evapotranspiration, as estimated by the Penman equation. There was no apparent seasonal trend in the relation between actual and potential evapotranspiration rates.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr86301","usgsCitation":"Healy, R.W., DeVries, M., and Sturrock, A., 1987, Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois: U.S. Geological Survey Open-File Report 86-301, viii, 88 p., https://doi.org/10.3133/ofr86301.","productDescription":"viii, 88 p.","costCenters":[],"links":[{"id":382927,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0301/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147248,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0301/report-thumb.jpg"}],"country":"United States","state":"Illinois","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -91.01074218749999,\n 40.74725696280421\n ],\n [\n -88.9453125,\n 40.74725696280421\n ],\n [\n -88.9453125,\n 42.58544425738491\n ],\n [\n -91.01074218749999,\n 42.58544425738491\n ],\n [\n -91.01074218749999,\n 40.74725696280421\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9ba5","contributors":{"authors":[{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":168859,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DeVries, M.P.","contributorId":39760,"corporation":false,"usgs":true,"family":"DeVries","given":"M.P.","email":"","affiliations":[],"preferred":false,"id":168858,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":168857,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26757,"text":"wri874084 - 1987 - Movement of ground water in coal-bearing rocks near Fishtrap Lake in Pike County, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri874084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4084","title":"Movement of ground water in coal-bearing rocks near Fishtrap Lake in Pike County, Kentucky","docAbstract":"Eight test holes were core-drilled from various altitudes in a typical coal-bearing sequence rocks of Pennsylvania age in Pike County, eastern Kentucky. Vertical fractures were common in cores from shallow depths, but became less common or absent toward the bottom of two test holes drilled 400 and 291 ft deep. Most fractures readily injected water, and near the bottoms of the two deep holes, coal beds accepted water in the non-fractured rocks. Rhodamin-WT dye was injected in a 61-ft deep ridge-top well on October 24, 1985 and was detected in varying concentrations in water samples taken from all down-gradient piezometers at the study site on November 7, 1985. The presence of dye in down-gradient piezometers indicated that groundwater in the Eastern Kentucky coal field can move from areas of higher head to areas of lower head. The movement probably occurs in a stair-step fashion through a complex system of near-vertical fractures, and laterally through permeable rocks, which probably are the coal beds. This suggests that land uses on ridges could affect the quality of water from wells or springs at lower altitudes on hillsides or in the valley bottoms even though separated by a thick interval of rocks that include beds of low primary permeability. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874084","usgsCitation":"Davis, R.W., 1987, Movement of ground water in coal-bearing rocks near Fishtrap Lake in Pike County, Kentucky: U.S. Geological Survey Water-Resources Investigations Report 87-4084, iv, 24 p. :ill. ;28 cm., https://doi.org/10.3133/wri874084.","productDescription":"iv, 24 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":126418,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4084/report-thumb.jpg"},{"id":55647,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db641027","contributors":{"authors":[{"text":"Davis, R. W.","contributorId":93459,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196949,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29378,"text":"wri854291 - 1987 - Possible changes in ground-water flow to the Pecos River caused by Santa Rosa Lake, Guadalupe County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri854291","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4291","title":"Possible changes in ground-water flow to the Pecos River caused by Santa Rosa Lake, Guadalupe County, New Mexico","docAbstract":"In 1980 Santa Rosa Dam began impounding water on the Pecos River about 7 miles north of Santa Rosa, New Mexico, to provide flood control, sediment control, and storage for irrigation. Santa Rosa Lake has caused changes in the groundwater flow system, which may cause changes in the streamflow of the Pecos River that cannot be detected at the present streamflow gaging stations. Data collected at these stations are used to measure the amount of water available for downstream users. A three-dimensional groundwater flow model for a 950 sq mi area between Anton Chico and Puerto de Luna was used to simulate the effects of Santa Rosa Lake on groundwater flow to a gaining reach of the Pecos River for lake levels of 4,675, 4,715, 4,725, 4,750, 4,776, and 4,797 feet above sea level and durations of impoundment of 30, 90, 182, and 365 days for all levels except 4 ,797 feet. These simulations indicated that streamflow in the Pecos River could increase by as much as 2 cu ft/sec between the dam and Puerto de Luna if the lake level were maintained at 4 ,797 feet for 90 days or 4,776 feet for 1 year. About 90% of this increased streamflow would occur < 0.5 mi downstream from the dam, some of which would be measured at the streamflow gaging station located 0.2 mile downstream from the dam. Simulations also indicated that the lake will affect groundwater flow such that inflow to the study area may be decreased by as much as 1.9 cu ft/sec. This water may leave the Pecos River drainage basin or be diverted back to the Pecos River downstream from the gaging station near Puerto de Luna. In either case, this quantity represents a net loss of water upstream from Puerto de Luna. Most simulations indicated that the decrease in groundwater flow into the study area would be of about the same quantity as the simulated increase in streamflow downstream from the dam. Therefore, the net effect of the lake on the flow of the Pecos River in the study area appears to be negligible. Model simulations indicated that effect of lake levels below 4 ,750 feet on water levels in observation wells completed in the San Andres Limestone could not be distinguished from the effects of other hydrologic stresses. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854291","usgsCitation":"Risser, D.W., 1987, Possible changes in ground-water flow to the Pecos River caused by Santa Rosa Lake, Guadalupe County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 85-4291, viii, 79 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854291.","productDescription":"viii, 79 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123378,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4291/report-thumb.jpg"},{"id":58223,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4291/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0fe4b07f02db6a0372","contributors":{"authors":[{"text":"Risser, D. W.","contributorId":48211,"corporation":false,"usgs":true,"family":"Risser","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":201433,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14151,"text":"ofr86560H - 1987 - Dive report: Alvin dive #1461; September 28, 1984 (JD 272); Plume site, southern Juan de Fuca Rift","interactions":[],"lastModifiedDate":"2017-09-13T16:40:59","indexId":"ofr86560H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-560","chapter":"H","title":"Dive report: Alvin dive #1461; September 28, 1984 (JD 272); Plume site, southern Juan de Fuca Rift","docAbstract":"Dive 1461 was the seventh of nine dives during a sea-going field program to investigate hydrothermal activity along the crest of the southern Juan de Fuca Ridge. During this dive on the Plume site, ALVIN crossed the western floor of the axial valley and traversed about 300 ra of the rim and floor of the narrow inner cleft. Hydrotherraal vents were observed only along the east wall of the inner cleft, and venting was concentrated in a single area less than 50 ra long near the base of that wall. The principal vents extended up the wall from the floor of the cleft to a height of about 10 m. Deposits of hydrothermal minerals occur as incrustations and chimneys on the floor and wall of the cleft. Associated with the hydrothermal vents is a community of vent organisms dominated by vestimentiferan worms and fluffy materials of uncertain nature.
The inner cleft at the Plume Site is about 60 ra wide and 15-30 m deep. It has a simple U-shaped profile north of the active vent area, but to the south it contains at least one high, narrow ridge which converges with the east wall of the cleft at the site of hydrothermal venting. This area was also the site of a volcanic eruption, which occurred sometime earlier. Like many similar but subaerial examples, this eruption was episodic, but the cause of its interruptions is not yet known. The present hydrotherraal activity appears to be a residual effect of that last eruption, and the rate of hydrothermal deposition will probably decline in this area until another eruption occurs.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr86560H","usgsCitation":"Holcomb, R.T., Kappel, E.S., and Ross, S.L., 1987, Dive report: Alvin dive #1461; September 28, 1984 (JD 272); Plume site, southern Juan de Fuca Rift: U.S. Geological Survey Open-File Report 86-560, 101 p., https://doi.org/10.3133/ofr86560H.","productDescription":"101 p.","numberOfPages":"101","costCenters":[],"links":[{"id":42799,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0560h/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145118,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0560h/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63d8a4","contributors":{"authors":[{"text":"Holcomb, R. T.","contributorId":99146,"corporation":false,"usgs":true,"family":"Holcomb","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":169007,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kappel, Ellen S.","contributorId":71181,"corporation":false,"usgs":true,"family":"Kappel","given":"Ellen","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":169006,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ross, Stephanie L. 0000-0003-1389-4405 sross@usgs.gov","orcid":"https://orcid.org/0000-0003-1389-4405","contributorId":1024,"corporation":false,"usgs":true,"family":"Ross","given":"Stephanie","email":"sross@usgs.gov","middleInitial":"L.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":169005,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":65323,"text":"i1869 - 1987 - Controlled photomosaic of part of the Kasei Valles Region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:20","indexId":"i1869","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1869","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Kasei Valles Region of Mars","language":"ENGLISH","doi":"10.3133/i1869","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Controlled photomosaic of part of the Kasei Valles Region of Mars: U.S. Geological Survey IMAP 1869, 1 remote-sensing image ;61 x 57 cm., on sheet 96 x 65 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1869.","productDescription":"1 remote-sensing image ;61 x 57 cm., on sheet 96 x 65 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189359,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100893,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1869/plate-1.pdf","size":"7858","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a81d","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":533710,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14120,"text":"ofr87449 - 1987 - Meteorological variables and concentrations of helium, carbon dioxide, and oxygen in soil gases collected regularly at a single site for more than a year","interactions":[],"lastModifiedDate":"2012-02-02T00:06:49","indexId":"ofr87449","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-449","title":"Meteorological variables and concentrations of helium, carbon dioxide, and oxygen in soil gases collected regularly at a single site for more than a year","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87449","usgsCitation":"Hinkle, M.E., and Ryder, J.L., 1987, Meteorological variables and concentrations of helium, carbon dioxide, and oxygen in soil gases collected regularly at a single site for more than a year: U.S. Geological Survey Open-File Report 87-449, 19 p. ;28 cm., https://doi.org/10.3133/ofr87449.","productDescription":"19 p. ;28 cm.","costCenters":[],"links":[{"id":146029,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0449/report-thumb.jpg"},{"id":42757,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0449/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62975b","contributors":{"authors":[{"text":"Hinkle, M. E.","contributorId":11612,"corporation":false,"usgs":true,"family":"Hinkle","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":168955,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ryder, J. L.","contributorId":30997,"corporation":false,"usgs":true,"family":"Ryder","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":168956,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":63114,"text":"gq1639 - 1987 - Geologic map of the Lake Eleanor quadrangle, central Sierra Nevada, California","interactions":[],"lastModifiedDate":"2012-02-10T00:10:41","indexId":"gq1639","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1639","title":"Geologic map of the Lake Eleanor quadrangle, central Sierra Nevada, California","language":"ENGLISH","doi":"10.3133/gq1639","usgsCitation":"Dodge, F., and Calk, L.C., 1987, Geologic map of the Lake Eleanor quadrangle, central Sierra Nevada, California: U.S. Geological Survey Geologic Quadrangle 1639, 1 map :col. ;45 x 35 cm., on sheet 61 x 91 cm., folded in envelope 25 x 32 cm., https://doi.org/10.3133/gq1639.","productDescription":"1 map :col. ;45 x 35 cm., on sheet 61 x 91 cm., folded in envelope 25 x 32 cm.","costCenters":[],"links":[{"id":101926,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_241.htm","linkFileType":{"id":5,"text":"html"},"description":"241"},{"id":249239,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1639/report.pdf","size":"73","linkFileType":{"id":1,"text":"pdf"}},{"id":252403,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1639/report-thumb.jpg"}],"scale":"62500","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -120,37.75 ], [ -120,38 ], [ -119.75,38 ], [ -119.75,37.75 ], [ -120,37.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696f48","contributors":{"authors":[{"text":"Dodge, F. C.","contributorId":74012,"corporation":false,"usgs":true,"family":"Dodge","given":"F. C.","affiliations":[],"preferred":false,"id":268357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Calk, L. C.","contributorId":54261,"corporation":false,"usgs":true,"family":"Calk","given":"L.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":268356,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15722,"text":"ofr87276 - 1987 - Generalized geologic map of the basement rocks of the southern Sierra Nevada, California","interactions":[],"lastModifiedDate":"2012-02-02T00:07:08","indexId":"ofr87276","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-276","title":"Generalized geologic map of the basement rocks of the southern Sierra Nevada, California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87276","usgsCitation":"Ross, D.C., 1987, Generalized geologic map of the basement rocks of the southern Sierra Nevada, California: U.S. Geological Survey Open-File Report 87-276, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87276.","productDescription":"30 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148605,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0276/report-thumb.jpg"},{"id":44742,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0276/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":44743,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0276/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":44744,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0276/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aee7b","contributors":{"authors":[{"text":"Ross, D. 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Interpretation of geologic and geophysical information indicates that the main structure of McMullen Valley is a syncline that has been normal faulted on the southeast side. Basin fill that accumulated in the structural depression during late Miocene to Pleistocene time is the main aquifer and is divided into upper and lower units on the basis of lithologic information. The upper unit is a thin layer of coarse-grained sediments and generally is not saturated. The lower unit is 3,000 to 4,000 ft thick, includes a fine-grained facies in the upper 1,000 ft, and is the main source of water. The fine-grained facies is found in the southwest half of the basin and is further divided into upper and lower parts. The lower part of the fine-grained facies has: a higher percentage of silt and clay than the upper part, contains evaporites, does not yield water to wells, and separates the aquifer into shallow and deep systems. A numerical model was used to analyze the groundwater system for both steady-state and transient conditions. The transient model was used to analyze system response to pumping stress. The transient system is one of storage depletion, and water level declines are controlled by pumping and specific yield distributions. Water level declines are also influenced by hydraulic properties and areal extent of the fine-grained facies. Significant water level declines may extend to aquifer boundaries in most of the basin; in one area, impermeable boundary greatly influences declines. The location of the nearby boundary was estimated through gravity data modeling. Several hydrologic components, including hydraulic properties and areal extent of the fine-grained facies , storage properties, and aquifer boundaries, need better definition in order to develop a more accurate model of the groundwater system. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874140","usgsCitation":"Pool, D.R., 1987, Hydrogeology of McMullen Valley, west-central Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4140, v, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874140.","productDescription":"v, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123627,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4140/report-thumb.jpg"},{"id":58049,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4140/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db54595a","contributors":{"authors":[{"text":"Pool, D. R.","contributorId":75581,"corporation":false,"usgs":true,"family":"Pool","given":"D.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201091,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20113,"text":"ofr87404 - 1987 - Sedimentary basin models documented on computer diskettes for USGS bulletin 1810 the muPETROL expert system for classifying world sedimentary basins","interactions":[],"lastModifiedDate":"2012-02-02T00:07:37","indexId":"ofr87404","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-404","title":"Sedimentary basin models documented on computer diskettes for USGS bulletin 1810 the muPETROL expert system for classifying world sedimentary basins","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87404","usgsCitation":"Miller, B., 1987, Sedimentary basin models documented on computer diskettes for USGS bulletin 1810 the muPETROL expert system for classifying world sedimentary basins: U.S. Geological Survey Open-File Report 87-404, 5 p. ;28 cm., https://doi.org/10.3133/ofr87404.","productDescription":"5 p. ;28 cm.","costCenters":[],"links":[{"id":152269,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0404/report-thumb.jpg"},{"id":49657,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0404/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd71dfe4b0b29085107f3b","contributors":{"authors":[{"text":"Miller, B.M.","contributorId":73232,"corporation":false,"usgs":true,"family":"Miller","given":"B.M.","email":"","affiliations":[],"preferred":false,"id":182088,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14118,"text":"ofr87247 - 1987 - National and regional trends in water-well drilling in the United States, 1964-84","interactions":[],"lastModifiedDate":"2019-11-27T10:19:05","indexId":"ofr87247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-247","title":"National and regional trends in water-well drilling in the United States, 1964-84","docAbstract":"Information on national and regional water well drilling activity is important for water resource planning and management and for water related equipment marketing. A study was conducted to analyze drilling trends on the basis of data for selected years from 1964 through 1984. The study focused primarily on the years 1964 and 1980-84, but also included data from 1960. Approximately 397,000 water wells were drilled in the United States in 1984. Seven states--Florida, Texas, New York, Michigan, North Carolina, Virginia, and Ohio--accounted for 39% of all the wells drilled in the United States in 1984. Florida led the nation in drilling activity with 45,600 new wells. The 1984 national drilling total was 2.6% > the total for 1980 (387,000) and 8.5% < the total for 1964 (434,000). However, these moderate differences do not reflect substantial year-to-year fluctuations that may have occurred during that 20-yr period. Qualitative comparisons suggest that drilling activity for a given year is closely related to the number of housing starts for that year. If so, there may have been peaks in drilling activity in 1972 and 1977-78 (corresponding to peaks in housing starts) that are not identified in this study because of a lack of available well drilling data for those years. Well drilling data for 1964 and the 1980-84 period probably represent a low to moderate level of drilling activity, and, if compared to earlier data, suggest that there has been no substantial growth or decline in the water well industry as a whole since the 1940's. (Author's abstract)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr87247","usgsCitation":"Hindall, S.M., and Eberle, M., 1987, National and regional trends in water-well drilling in the United States, 1964-84: U.S. Geological Survey Open-File Report 87-247, iv, 25 p. , https://doi.org/10.3133/ofr87247.","productDescription":"iv, 25 p. 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Suspended sediment discharge and bedload discharge were related to stream discharge by using logarithmic regression relations. Mean annual suspended sediment discharge was estimated to be 309 tons/yr, and mean annual bedload discharge was estimated to be 428 tons/yr in Rock Creek at the Toponas gaging station for the 1953 through 1980 water years. The mean annual total sediment discharge into the proposed reservoir was estimated to be 768 tons/yr, which includes 10% addition to the suspended sediment discharge calculated for the Toponas gaging station to account for suspended sediment discharge from Horse Creek. This rate of mean annual total sediment discharge would decrease the long-term water storage capacity of the proposed reservoir by < 1% after 100 years. Suspended sediment discharge/unit-drainage-basin area at gaging station 09060550, Rock Creek at Crater, located about 5 mi downstream for the proposed reservoir site, was equivalent to suspended-sediment discharge/unit-drainage-basin area at the Toponas gaging station during 1985. Long-term sediment data collection at the Crater gaging station could be used for detecting changes in suspended sediment discharge in Rock Creek at the proposed reservoir site. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874026","usgsCitation":"Butler, D.L., 1987, Sediment discharge in Rock Creek and the effect of sedimentation rate on the proposed Rock Creek Reservoir, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4026, iv, 23 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874026.","productDescription":"iv, 23 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":157897,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4026/report-thumb.jpg"},{"id":55271,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4026/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc037","contributors":{"authors":[{"text":"Butler, D. L.","contributorId":36967,"corporation":false,"usgs":true,"family":"Butler","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196408,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13971,"text":"ofr87149 - 1987 - Data tables for microprobe analyses of garnets from skarns at Copper Basin in the Battle Mountain Mining District, Lander County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:00","indexId":"ofr87149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-149","title":"Data tables for microprobe analyses of garnets from skarns at Copper Basin in the Battle Mountain Mining District, Lander County, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87149","usgsCitation":"Hammarstrom, J.M., 1987, Data tables for microprobe analyses of garnets from skarns at Copper Basin in the Battle Mountain Mining District, Lander County, Nevada: U.S. Geological Survey Open-File Report 87-149, 103 p. :map ;28 cm., https://doi.org/10.3133/ofr87149.","productDescription":"103 p. :map ;28 cm.","costCenters":[],"links":[{"id":148014,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0149/report-thumb.jpg"},{"id":42621,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0149/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679c62","contributors":{"authors":[{"text":"Hammarstrom, J. M.","contributorId":34513,"corporation":false,"usgs":true,"family":"Hammarstrom","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":168720,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44398,"text":"wri874133 - 1987 - Ground-water availability from the unconsolidated deposits of the St. Lawrence River Basin, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:11:03","indexId":"wri874133","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4133","title":"Ground-water availability from the unconsolidated deposits of the St. Lawrence River Basin, New York","docAbstract":"Protection of New York State 's aquifers has become an increasingly important issue among water resource managers at all levels of State and Local government. Aquifer delineation is necessary as an initial phase in the effective management of the State 's groundwater resources. Many of New York 's productive aquifers consist of unconsolidated deposits. In an effort to obtain complete coverage of all the significant unconsolidated aquifers in New York, the U.S. Geological Survey and the New York State Department of Environmental Conservation began a cooperative study in 1985 to compile groundwater availability maps of each major river basin. This map delineates the unconsolidated aquifers that underlie the State 's northernmost eight counties and gives the estimated potential yield of properly constructed wells completed in these aquifers. Additional well locations and delineation of the aquifers were obtained through a well inventory conducted during the study. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri874133","usgsCitation":"Bugliosi, E.F., 1987, Ground-water availability from the unconsolidated deposits of the St. Lawrence River Basin, New York: U.S. Geological Survey Water-Resources Investigations Report 87-4133, 1 map ; 72 x 109 cm., on sheet 81 x 117 cm., folded in envelope 33 x 25 cm., https://doi.org/10.3133/wri874133.","productDescription":"1 map ; 72 x 109 cm., on sheet 81 x 117 cm., folded in envelope 33 x 25 cm.","costCenters":[],"links":[{"id":168457,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81682,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4133/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d3aa","contributors":{"authors":[{"text":"Bugliosi, Edward F. ebuglios@usgs.gov","contributorId":1083,"corporation":false,"usgs":true,"family":"Bugliosi","given":"Edward","email":"ebuglios@usgs.gov","middleInitial":"F.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":229698,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}