{"pageNumber":"495","pageRowStart":"12350","pageSize":"25","recordCount":16502,"records":[{"id":19275,"text":"ofr88114 - 1988 - National water-information clearinghouse activities; ground-water perspective","interactions":[],"lastModifiedDate":"2012-02-02T00:07:32","indexId":"ofr88114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-114","title":"National water-information clearinghouse activities; ground-water perspective","docAbstract":"The US Geological Survey (USGS) has functioned for many years as an informal clearinghouse for water resources information, enabling users to access groundwater information effectively. Water resources clearinghouse activities of the USGS are conducted through several separate computerized water information programs that are involved in the collection, storage, retrieval, and distribution of different types of water information. The following USGS programs perform water information clearinghouse functions and provide the framework for a formalized National Water-Information Clearinghouse: (1) The National Water Data Exchange--a nationwide confederation of more than 300 Federal, State, local, government, academic, and private water-oriented organizations that work together to improve access to water data; (2) the Water Resources Scientific Information Center--acquires, abstracts, and indexes the major water-resources-related literature of the world, and provides this information to the water resources community; (3) the Information Transfer Program--develops innovative approaches to transfer information and technology developed within the USGS to audiences in the public and private sectors; (4) the Hydrologic Information Unit--provides responses to a variety of requests, both technical and lay-oriented, for water resources information , and helps efforts to conduct water resources research; (5) the Water Data Storage and Retrieval System--maintains accessible computerized files of hydrologic data collected nationwide, by the USGS and other governmental agencies, from stream gaging stations, groundwater observation wells, and surface- and groundwater quality sampling sites; (6) the Office of Water Data Coordination--coordinate the water data acquisition activities of all agencies of the Federal Government, and is responsible for the planning, design, and inter-agency coordination of a national water data and information network; and (7) the Water Resources Research Institute Program--coordinates and evaluates activities performed by a variety of groundwater contamination studies ranging from field investigations to analysis of socioeconomic issues. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88114","usgsCitation":"Haupt, C., and Jensen, R., 1988, National water-information clearinghouse activities; ground-water perspective: U.S. Geological Survey Open-File Report 88-114, 2 p. :ill. ;28 cm., https://doi.org/10.3133/ofr88114.","productDescription":"2 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151295,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0114/report-thumb.jpg"},{"id":48737,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0114/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db69802c","contributors":{"authors":[{"text":"Haupt, C.A.","contributorId":87570,"corporation":false,"usgs":true,"family":"Haupt","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":180603,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jensen, R.A.","contributorId":71570,"corporation":false,"usgs":true,"family":"Jensen","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":180602,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27099,"text":"wri884087 - 1988 - Preimpoundment hydrologic conditions in the Swatara Creek (1981-84) and estimated postimpoundment water quality in and downstream from the planned Swatara State Park Reservoir, Lebanon and Schuylkill counties, Pennsylvania","interactions":[],"lastModifiedDate":"2021-09-10T18:34:56.459331","indexId":"wri884087","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4087","title":"Preimpoundment hydrologic conditions in the Swatara Creek (1981-84) and estimated postimpoundment water quality in and downstream from the planned Swatara State Park Reservoir, Lebanon and Schuylkill counties, Pennsylvania","docAbstract":"The hydrology and water quality of Swatara Creek were studied by the U.S. Geological Survey in cooperation with the Pennsylvania Department of Environmental Resources, Bureau of State Parks, from July 1981 through September 1984. The purpose of the study was to determine the effects of anthracite-coal mining and other point and nonpoint sources on the water quality of a planned 10,500 acre-foot reservoir. The Swatara State Park Reservoir is planned to be used for recreation and drinking-water supply for the city of Lebanon and surrounding communities.\r\n\r\n      Annual precipitation during 1982, 1983, and 1984 was about 8 percent below, near normal, and 29 percent above the long-term average, respectively. The average annual precipitation during a year with near-normal precipitation, the 1983 water year, was 47 inches at Pine Grove. Mean streamflows during 1982, 1983, and 1984 were about 15 percent below, 4 percent above, and 50 percent above the long-term average, respectively. The average streamflow to the planned reservoir area during the 1983 water year was about 220 cubic feet per second.\r\n\r\n      Inflows to, and downstream discharge from, the planned reservoir wer poorly buffered. Median alkalinity ranged from 4 to 7 mg/L (milligrams per liter) and median acidity ranged from 2 to 5 mg/L at the three sampling locations. Maximum total-recoverable iron, aluminum, and manganese concentrations were 100,000, 66,000, and 2,300 micrograms per liter, respectively. During 1983 the annual discharges of total-recoverable iron, aluminum, and manganese to the planned reservoir area were estimated to be 692, 300, and 95 tons, respectively. About 87 percent of the total-recoverable iron and 91 percent of total-recoverable sluminum measured was in the suspended phase. The data indicated that mine drainage affects the quality of Swatara Creek and will affect the quality of the planned reservoir.\r\n\r\n      In addition to mine drainage, point-source nutrient and metal discharges will probably affect the planned reservoir. For example, in September 1983, Swatara Creek was sampled downstream from a point source. A dissolved- phosphorus concentration of 14 mg/L and total ammonia plus organic nitrogen concentration of 8.2 mg/L were measured. At the same location, concentrations of total-recoverable aluminum, chromium, copper, iron, and lead were 35, 300, 110, 1,300, and 32 micrograms per liter, respectively.\r\n\r\n      Inflows to the planned Swatara State Park Reservoir are estimated to be acidic and rich in nutrients and select metals. Unless an effort is made to improve the quality of water from point and nonpoint sources, these conditions may impair the planned uses for the reservoir. Conservation releases from the reservoir need to be carefully controlled or these conditions also may degrade the water quality downstream.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884087","usgsCitation":"Fishel, D.K., 1988, Preimpoundment hydrologic conditions in the Swatara Creek (1981-84) and estimated postimpoundment water quality in and downstream from the planned Swatara State Park Reservoir, Lebanon and Schuylkill counties, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 88-4087, Report: vi, 108 p.; 2 Plates: 16.57 × 10.53 inches and 16.40 × 7.99 inches, https://doi.org/10.3133/wri884087.","productDescription":"Report: vi, 108 p.; 2 Plates: 16.57 × 10.53 inches and 16.40 × 7.99 inches","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":158966,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4087/report-thumb.jpg"},{"id":55964,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4087/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55963,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4087/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55962,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4087/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":389084,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47007.htm"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Swatara Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.6375,\n              40.4569\n            ],\n            [\n              -76.21,\n              40.4569\n            ],\n            [\n              -76.21,\n              40.66\n            ],\n            [\n              -76.6375,\n              40.66\n            ],\n            [\n              -76.6375,\n              40.4569\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e77d","contributors":{"authors":[{"text":"Fishel, D. K.","contributorId":72028,"corporation":false,"usgs":true,"family":"Fishel","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197550,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27147,"text":"wri874173 - 1988 - Hydrologic investigations of the lower Calcasieu River, Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri874173","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4173","title":"Hydrologic investigations of the lower Calcasieu River, Louisiana","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874173","usgsCitation":"Forbes, M., 1988, Hydrologic investigations of the lower Calcasieu River, Louisiana: U.S. Geological Survey Water-Resources Investigations Report 87-4173, v, 61 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874173.","productDescription":"v, 61 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118711,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4173/report-thumb.jpg"},{"id":56028,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4173/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6068e6","contributors":{"authors":[{"text":"Forbes, M.J.","contributorId":79138,"corporation":false,"usgs":true,"family":"Forbes","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":197635,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27177,"text":"wri884040 - 1988 - Geohydrology of the Navajo sandstone in western Kane, southwestern Garfield, and southeastern Iron counties, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri884040","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4040","title":"Geohydrology of the Navajo sandstone in western Kane, southwestern Garfield, and southeastern Iron counties, Utah","docAbstract":"The upper Navajo and Lamb Point aquifers in the Navajo Sandstone are the principal source of water for the city of Kanab, irrigation, stock, and for rural homes in the study area. Well logs and outcrop descriptions indicate the Navajo Sandstone consists of the Lamb Point Tongue and an unnamed upper member that are separated by the Tenney Canyon Tongue of the Kayenta Formation. The main Kayenta Formation underlies the Lamb Point Tongue. The Lamb Point Tongue and the upper member of the Navajo Sandstone are saturated and hydraulically connected through the Tenney Canyon Tongue. Available data indicate that precipitation percolates to the groundwater reservoir where the Navajo Sandstone crops out. Estimates of the rate of recharge at the outcrop range from 0.1 to as much as 2.8 in/yr. Water level data indicate that water moves from the upper member of the Navajo Sandstone, through the Tenney Canyon Tongue, and into the Lamb Point Tongue. Lateral flow is generally from the outcrop areas toward the incised canyons formed by tributaries of Kanab Creek and Johnson Wash. Direction and rate of groundwater movement and the location and character of the natural hydrologic boundaries in the northern part of the area where the Navajo Sandstone is buried cannot be determined conclusively without additional water level data. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884040","usgsCitation":"Freethey, G., 1988, Geohydrology of the Navajo sandstone in western Kane, southwestern Garfield, and southeastern Iron counties, Utah: U.S. Geological Survey Water-Resources Investigations Report 88-4040, v, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884040.","productDescription":"v, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118738,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4040/report-thumb.jpg"},{"id":56053,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4040/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56054,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4040/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56052,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4040/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8932","contributors":{"authors":[{"text":"Freethey, G. W.","contributorId":105714,"corporation":false,"usgs":true,"family":"Freethey","given":"G. W.","affiliations":[],"preferred":false,"id":197695,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":237,"text":"wsp2330 - 1988 - Selected papers in the hydrologic sciences, 1987","interactions":[],"lastModifiedDate":"2024-01-24T19:25:26.608273","indexId":"wsp2330","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"2330","title":"Selected papers in the hydrologic sciences, 1987","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2330","usgsCitation":"1988, Selected papers in the hydrologic sciences, 1987: U.S. Geological Survey Water Supply Paper 2330, v, 129 p., https://doi.org/10.3133/wsp2330.","productDescription":"v, 129 p.","costCenters":[],"links":[{"id":424767,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25552.htm","text":"Use of aeromagnetic data to define boundaries of a carbonate-rock aquifer in east-central Nevada","linkFileType":{"id":5,"text":"html"},"description":"25552"},{"id":424766,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25406.htm","text":"Potential for saltwater intrusion into the Upper Floridan aquifer, Hernando County, Florida","linkFileType":{"id":5,"text":"html"},"description":"25406"},{"id":424765,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25285.htm","text":"Base flow as an indicator of drought occurrence","linkFileType":{"id":5,"text":"html"},"description":"25285"},{"id":421281,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25259.htm","text":"Fire-related debris flows in the Beaver Creek drainage, Lewis and Clark County, Montana","linkFileType":{"id":5,"text":"html"},"description":"25259"},{"id":24846,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2330/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":136529,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2330/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a03e4b07f02db5f838e","contributors":{"editors":[{"text":"Subitzky, Seymour","contributorId":35710,"corporation":false,"usgs":true,"family":"Subitzky","given":"Seymour","affiliations":[],"preferred":false,"id":884410,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":19023,"text":"ofr88170 - 1988 - Hydrologic and suspended-sediment data for Reelfoot Lake, Obion and Lake Counties, northwestern Tennessee, May 1985-September 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:07:32","indexId":"ofr88170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-170","title":"Hydrologic and suspended-sediment data for Reelfoot Lake, Obion and Lake Counties, northwestern Tennessee, May 1985-September 1986","docAbstract":"Hydrologic data for Reelfoot Lake in Obion and Lake Counties, Tennessee, were collected at 4 surface water inflow stations, 1 outflow station, 2 rainfall stations, 2 lake elevation stations, and 29 wells for the period May 1, 1985 through September 30, 1986. Additionally, suspended-sediment data were collected at three stations on two of the major tributaries to the lake. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88170","usgsCitation":"Garrett, J., 1988, Hydrologic and suspended-sediment data for Reelfoot Lake, Obion and Lake Counties, northwestern Tennessee, May 1985-September 1986: U.S. Geological Survey Open-File Report 88-170, iv, 50 p. :map ;28 cm., https://doi.org/10.3133/ofr88170.","productDescription":"iv, 50 p. :map ;28 cm.","costCenters":[],"links":[{"id":1095,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr88-170","linkFileType":{"id":5,"text":"html"}},{"id":151335,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9f3","contributors":{"authors":[{"text":"Garrett, J.W.","contributorId":87958,"corporation":false,"usgs":true,"family":"Garrett","given":"J.W.","email":"","affiliations":[],"preferred":false,"id":180168,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13918,"text":"ofr87770 - 1988 - Station descriptions and availability of discharge and water-quality data through 1985 for eastern Montana stream sites not included in the National Water Data Exchange Program","interactions":[],"lastModifiedDate":"2012-02-02T00:06:56","indexId":"ofr87770","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-770","title":"Station descriptions and availability of discharge and water-quality data through 1985 for eastern Montana stream sites not included in the National Water Data Exchange Program","docAbstract":"Stations were selected to monitor water discharge and water quality of streams in eastern Montana. This report describes the stations and indicates the availability of hydrologic data through 1985. Included are stations that are operated by organizations that do not belong to the National Water Data Exchange (NAWDEX) program operated by the U.S. Geological Survey. Each station description contains a narration of the station 's history including location, drainage area, elevation, operator, period of record, type of equipment and instruments used at the station, and data availability. The data collected at each station have been identified according to type: water discharge, chemical quality, and suspended sediment. Descriptions are provided for 113 stations. These data have potential uses in characterizing small hydrologic basins, as well as other uses. A map of eastern Montana shows the location of the stations selected. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87770","usgsCitation":"Groskinsky Link, B.L., and Cary, L.E., 1988, Station descriptions and availability of discharge and water-quality data through 1985 for eastern Montana stream sites not included in the National Water Data Exchange Program: U.S. Geological Survey Open-File Report 87-770, iii, 79 p. :map ;28 cm., https://doi.org/10.3133/ofr87770.","productDescription":"iii, 79 p. :map ;28 cm.","costCenters":[],"links":[{"id":146833,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0770/report-thumb.jpg"},{"id":42588,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0770/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3f13","contributors":{"authors":[{"text":"Groskinsky Link, B. L.","contributorId":99566,"corporation":false,"usgs":true,"family":"Groskinsky Link","given":"B.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":168636,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cary, L. E.","contributorId":47369,"corporation":false,"usgs":true,"family":"Cary","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":168635,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13669,"text":"ofr88475 - 1988 - Models, data available, and data requirements for estimating the effects of injecting saltwater into disposal wells in the greater Altamont-Bluebell oil and gas field, northern Uinta Basin, Utah","interactions":[],"lastModifiedDate":"2017-08-31T16:05:21","indexId":"ofr88475","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-475","title":"Models, data available, and data requirements for estimating the effects of injecting saltwater into disposal wells in the greater Altamont-Bluebell oil and gas field, northern Uinta Basin, Utah","docAbstract":"<p>Permits for disposing of salty oil-production water have been issued for 19 wells in the Greater Altamont-Bluebell field. During 1986 more than 500 million gallons of production water were injected into the Duchesne River, Uinta, and Green River Formations through 18 of these wells. The physical and chemical effects of injecting this water into aquifers containing potable water are poorly understood. Interfingering and the structural configuration of these formations add complexity to the description of the geometry and hydrogeology of the ground-water system.</p><p>A preliminary assessment of the problem indicates that numerical modeling may offer a method of determining the effects of injection. Modeling possibilities include variable-density, three-dimensional flow, sectionaltransport, and areal-transport models. Data needed to develop these models can be derived from a synthesis of geologic, hydrologic, and hydrochemical data already available in the files of State and Federal agencies, oil companies, and private companies. Results from each modeling phase would contribute information for implementing the following phase. The result will be a better understanding of how water moves naturally through the groundwater system, the extent of alterations of both vertical and horizontal flow near the disposal wells, and an overall concept of the effects of deep injection on near-surface aquifers. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr88475","collaboration":"Prepared in cooperation with the Utah Division of Oil, Gas, And Mining","usgsCitation":"Freethey, G.W., 1988, Models, data available, and data requirements for estimating the effects of injecting saltwater into disposal wells in the greater Altamont-Bluebell oil and gas field, northern Uinta Basin, Utah: U.S. Geological Survey Open-File Report 88-475, iv, 30 p., https://doi.org/10.3133/ofr88475.","productDescription":"iv, 30 p.","numberOfPages":"34","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":42220,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0475/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0475/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Altamont-Bluebell oil and gas field, Uinta Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6996ba","contributors":{"authors":[{"text":"Freethey, Geoffrey W.","contributorId":25570,"corporation":false,"usgs":true,"family":"Freethey","given":"Geoffrey","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":168204,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29433,"text":"wri874220 - 1988 - Water resources of the Apostle Islands National Lakeshore, northern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T10:39:12","indexId":"wri874220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4220","title":"Water resources of the Apostle Islands National Lakeshore, northern Wisconsin","docAbstract":"<p>The Apostle Islands National Lakeshore consists of 21 islands, part of the Bayfield Peninsula, and the adjacent waters of Lake Superior. Selected water resources of the Apostle Islands National Lakeshore were assessed to aid the National Park Service in developing and managing the Lakeshore and to provide a data base against which future changes can be compared. This summary of water-resources data, collected by the U.S. Geological Survey during 1979-84, provides a qualitative description of selected hydrologic components of the Lakeshore.</p>\n<p>Streamflow in the Lakeshore area is characterized by typical seasonal fluctuations. Flow in Sand River at State Highway 13 ranged from 3.9 to 1,630 cubic feet per second. The recurrence interval of the maximum observed discharge was about 4 years. The minimum observed 7-day low flow was 3.86 cubic feet per second.</p>\n<p>The greatest concentrations of most chemical constituents in Bayfield Peninsula streams occurred during base flow.</p>\n<p>Annual sediment loads in Sand River at State Highway 13 ranged from 977 tons in 1980 water year to 24,600 tons in 1984 water year.The average annual sediment load transported by Bayfield Peninsula streams to the National Lakeshore area of Lake Superior is estimated to be 44,000 tons. Annual phosphorus loads ranged from 1,400 pounds in 1980 water year to 11,100 pounds in 1984 water year. The average annual phosphorus load transported by Bayfield Peninsula streams to the National Lakeshore area of Lake Superior is estimated to be 21,500 pounds.</p>\n<p>Few island streams flow perennially, but Oak Island streams generally yield more base-flow runoff than Stockton Island streams. The base flow of Oak Island streams is dominated by ground-water discharge, whereas Stockton Island stream base flow is sustained by seepage from wetlands and beaver ponds.</p>\n<p>There are two major lagoons in the Lakeshore, the Outer Island Lagoon's area is 53 acres and its maximum depth is 7 feet. Dominant inflow to the lagoon is from precipitation on its surface and seepage from an adjacent bog. Outflow during open-water periods is dominated by evaporation. Ground-water seepage from the lagoon toward Lake Superior occurs yearround. The lagoon's water is acidic and has low specific conductance and generally small concentrations of most chemical constituents.</p>\n<p>The Michigan Island Lagoon is about 4 acres in area and its maximum depth is 6.5 feet. The most significant sources of inflow appear to be precipitation and wave washover from Lake Superior.</p>\n<p>Water from four deep-water monitoring sites in Lake Superior revealed concentrations of total phosphorus, organic carbon, and recoverable mercury ranging from &lt;0.01 to 0.02 milligrams per liter, 1.1 to 5.3 milligrams per liter and &lt;0.1 to 0.1 micrograms per liter, respectively. Neither pesticide residues nor fecal coliform bacteria were detected in the water column. Total phosphorus concentrations in bottom sediment ranged from 50 to 470 milligrams per kilogram and were related directly to the percentage of fine-grained (&lt; 0.0625 millimeters) sediment particles. Traces of only two pesticide residues- DDE and DDT were detected in sediment. The most abundant benthic macroinvertebrate was Pontoporeia affinis, which was found in densities of from 960 to 2,100 organisms per square meter.</p>\n<p>No adverse affects resulting from visitor use were detected in the shallow-water, heavy-use areas in Presque Isle Bay off Stockton Island or in the waters between Rocky and South Twin Islands. Phosphorus and organic-carbon concentrations were similar to those observed in the deep-water area; mercury was not detected in water from either area.</p>\n<p>Ground-water use in the National Lakeshore is primarily for consumption by Lakeshore visitors and employees. Of 14 wells constructed from 1979-84, 4 were finished in glacial sand and gravel, and 10 were finished in sandstone. Specific capacities ranged from 0.63 to 50 gallon per minute per foot. Average concentrations of dissolved solids are moderate and concentrations of heavy metals did not exceed Wisconsin's primary health standard.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874220","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Rose, W.J., 1988, Water resources of the Apostle Islands National Lakeshore, northern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 87-4220, vi, 44 p., https://doi.org/10.3133/wri874220.","productDescription":"vi, 44 p.","numberOfPages":"50","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":122647,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4220/report-thumb.jpg"},{"id":58281,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4220/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Bayfield County","otherGeospatial":"Apostle Islands National Lakeshore, Lake Superior","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.98876953125,\n              46.803819640791566\n            ],\n            [\n              -90.77178955078125,\n              46.702202151643455\n            ],\n            [\n              -90.54107666015625,\n              46.78501604269254\n            ],\n            [\n              -90.37628173828125,\n              46.948387301863534\n            ],\n            [\n              -90.31036376953125,\n              47.040182144806664\n            ],\n            [\n              -90.4449462890625,\n              47.14676553125098\n            ],\n            [\n              -90.75256347656249,\n              47.14676553125098\n            ],\n            [\n              -90.98602294921875,\n              47.06638028321398\n            ],\n            [\n              -91.0821533203125,\n              46.965259400349275\n            ],\n            [\n              -91.23321533203125,\n              46.880845705719146\n            ],\n            [\n              -91.219482421875,\n              46.8094594390422\n            ],\n            [\n              -90.98876953125,\n              46.803819640791566\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d0b","contributors":{"authors":[{"text":"Rose, W. J.","contributorId":14433,"corporation":false,"usgs":true,"family":"Rose","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201519,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18693,"text":"ofr88131 - 1988 - Nuclear-waste hydrology program","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr88131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-131","title":"Nuclear-waste hydrology program","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88131","usgsCitation":"Dinwiddie, G.A., 1988, Nuclear-waste hydrology program: U.S. Geological Survey Open-File Report 88-131, 1 sheet :ill. ;28 cm. (2 p. - PGS), https://doi.org/10.3133/ofr88131.","productDescription":"1 sheet :ill. ;28 cm. (2 p. - PGS)","costCenters":[],"links":[{"id":152002,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0131/report-thumb.jpg"},{"id":48051,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0131/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696888","contributors":{"authors":[{"text":"Dinwiddie, George A.","contributorId":21135,"corporation":false,"usgs":true,"family":"Dinwiddie","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":179572,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28164,"text":"wri874119 - 1988 - Methods to determine transit losses for return flows of transmountain water in Fountain Creek between Colorado Springs and the Arkansas River, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri874119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4119","title":"Methods to determine transit losses for return flows of transmountain water in Fountain Creek between Colorado Springs and the Arkansas River, Colorado","docAbstract":"Methods were developed by which transit losses could be determined for transmountain return flows in Fountain Creek between Colorado Springs, Colorado, and its confluence with the Arkansas River. The study reach is a complex hydrologic system wherein a substantially variable streamflow interacts with an alluvial aquifer. The study approach included: (1) calibration and verification of a streamflow-routing model that contained a bank-storage-discharge component; (2) use of the model to develop the methods by which transit losses could be calculated; and (3) design of an application method for calculating daily transit loss using the model results. Sources of transit losses that were studied are bank storage, channel storage, and evaporation. Magnitude of bank-storage loss primarily depends on duration of a recovery period during which water lost to bank storage is returned to the stream. Net loss to bank storage can vary from about 50% for a 0-day recovery period to about 2% for a 180-day recovery period. Virtually all water lost to bank storage could be returned to the stream with longer recovery periods. Channel-storage loss was determined to be about 10% of a release quantity. Because the loss on any given day is totally recovered in the form of gains from channel storage on the subsequent day, channel storage is a temporary transit loss. Evaporation loss generally is less than 5% of a given daily transmountain return-flow release, depending on month of year. Evaporation losses are permanently lost from the system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874119","usgsCitation":"Kuhn, G., 1988, Methods to determine transit losses for return flows of transmountain water in Fountain Creek between Colorado Springs and the Arkansas River, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4119, viii, 183 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874119.","productDescription":"viii, 183 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123336,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4119/report-thumb.jpg"},{"id":56998,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4119/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a55e4b07f02db62cf8a","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199320,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29495,"text":"wri884020 - 1988 - Hydrology of the chain of lakes tributary to Devils Lake and water-level simulations of Devils Lake, northeastern North Dakota","interactions":[],"lastModifiedDate":"2018-03-21T14:22:37","indexId":"wri884020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4020","title":"Hydrology of the chain of lakes tributary to Devils Lake and water-level simulations of Devils Lake, northeastern North Dakota","docAbstract":"<p>High water levels of the chain of lakes tributary to Devils Lake, North Dakota have, in recent years, caused flooding of cropland and county roads, thus disrupting agricultural interests. High water levels of Devils Lake pose a flood threat to the city of Devils Lake, Camp Grafton National Guard Camp, and road, sewer, and lagoon systems of several communities. The chain of lakes acts as an evaporation and storage basin. During the spring and summer of 1985, about 25,980 acre-feet of runoff flowed into the chain of lakes from upstream tributaries. About 10,180 acre-feet (about 39 percent) of that runoff flowed out of the chain of lakes. By September 30, 1985, about 440 acre-feet (less than 2 percent of the runoff that flowed into the chain of lakes) remained in storage in the chain of lakes upstream of Devils Lake. The other 15,360 acre-feet (about 59 percent of the runoff that flowed into the chain of lakes) was removed from the chain of lakes, mainly by evaporation.</p><p>High-runoff conditions for Devils Lake were simulated on the basis of records of hydrologic and climatologic data for the years 1985-2032, and a low-runoff condition for Devils Lake was simulated for the years 1985-1990. The January 1985 water level of 1,426.12 feet above sea level was used for the initial lake level. A combination of storage conditions in the upstream chain of lakes and different hydrologic and climatologic variables were used for the high-runoff-condition simulations. For existing storage conditions in the chain of lakes, Devils Lake would have a maximum water level ranging from 1,432.0 to 1,442.6 feet above sea level. For midlevel storage conditions, maximum water levels of Devils Lake would range from 1,432.4 to 1,441.4 feet above sea level. For highlevel storage conditions, maximum water levels of Devils Lake would range from 1,431.3 to 1,439.9 feet above sea level. The low-runoff condition simulation indicates that Devils Lake would have a minimum water level of 1,420.7 feet above sea level. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884020","usgsCitation":"Ryan, G.L., and Wiche, G.J., 1988, Hydrology of the chain of lakes tributary to Devils Lake and water-level simulations of Devils Lake, northeastern North Dakota: U.S. Geological Survey Water-Resources Investigations Report 88-4020, v, 39 p., https://doi.org/10.3133/wri884020.","productDescription":"v, 39 p.","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":119616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4020/report-thumb.jpg"},{"id":58344,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc7be","contributors":{"authors":[{"text":"Ryan, Gerald L.","contributorId":43417,"corporation":false,"usgs":true,"family":"Ryan","given":"Gerald","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201607,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wiche, Gregg J. gjwiche@usgs.gov","contributorId":1675,"corporation":false,"usgs":true,"family":"Wiche","given":"Gregg","email":"gjwiche@usgs.gov","middleInitial":"J.","affiliations":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201608,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13332,"text":"ofr88336 - 1988 - Relation of salinity and selenium in shallow ground water to hydrologic and geochemical processes, western San Joaquin Valley, California","interactions":[{"subject":{"id":13332,"text":"ofr88336 - 1988 - Relation of salinity and selenium in shallow ground water to hydrologic and geochemical processes, western San Joaquin Valley, California","indexId":"ofr88336","publicationYear":"1988","noYear":false,"title":"Relation of salinity and selenium in shallow ground water to hydrologic and geochemical processes, western San Joaquin Valley, California"},"predicate":"SUPERSEDED_BY","object":{"id":70043190,"text":"70043190 - 1989 - Relation of salinity and selenium in shallow groundwater to hydrologic and geochemical processes, Western San Joaquin Valley, California","indexId":"70043190","publicationYear":"1989","noYear":false,"title":"Relation of salinity and selenium in shallow groundwater to hydrologic and geochemical processes, Western San Joaquin Valley, California"},"id":1}],"supersededBy":{"id":70043190,"text":"70043190 - 1989 - Relation of salinity and selenium in shallow groundwater to hydrologic and geochemical processes, Western San Joaquin Valley, California","indexId":"70043190","publicationYear":"1989","noYear":false,"title":"Relation of salinity and selenium in shallow groundwater to hydrologic and geochemical processes, Western San Joaquin Valley, California"},"lastModifiedDate":"2018-10-31T14:07:20","indexId":"ofr88336","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-336","title":"Relation of salinity and selenium in shallow ground water to hydrologic and geochemical processes, western San Joaquin Valley, California","docAbstract":"<p>Salinity and selenium concentrations in shallow ground water of the western San Joaquin Valley, California, are related to the geomorphology and hydrology of the alluvial fans. The highest salinity and selenium concentrations in shallow ground water occur in alluvium deposited by ephemeral streams and at the margins of the major alluvial fans, where there were naturally saline, fine-grained soils. Low-to-moderate salinity and selenium concentrations in shallow ground water are associated with upper and middle areas of the major alluvial fans deposited by intermittent streams. Areas with the most naturally saline soils have been irrigated in the last 40 years. These are now the areas of highest salinity and selenium concentrations in the shallow ground water. Present-day (1986) ground-water salinity is significantly correlated with natural soil salinity in these areas. Isotopic data indicate that the highest salinity and selenium concentrations in ground water present at low altitudes resulted from evaporative concentration when the water table was shallow.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr88336","usgsCitation":"Deverel, S.J., and Gallanthine, S., 1988, Relation of salinity and selenium in shallow ground water to hydrologic and geochemical processes, western San Joaquin Valley, California: U.S. Geological Survey Open-File Report 88-336, iv, 23 p., https://doi.org/10.3133/ofr88336.","productDescription":"iv, 23 p.","costCenters":[],"links":[{"id":359041,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0336/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147982,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0336/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"San Joaquin Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121,\n              36\n            ],\n            [\n              -119.75,\n              36\n            ],\n            [\n              -119.75,\n              37\n            ],\n            [\n              -121,\n              37\n            ],\n            [\n              -121,\n              36\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a81cd","contributors":{"authors":[{"text":"Deverel, S. J.","contributorId":65478,"corporation":false,"usgs":true,"family":"Deverel","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":167631,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gallanthine, S.K.","contributorId":90472,"corporation":false,"usgs":true,"family":"Gallanthine","given":"S.K.","affiliations":[],"preferred":false,"id":167632,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15054,"text":"ofr88301 - 1988 - Annual yield and selected hydrologic data for the Arkansas River Basin compact, Arkansas-Oklahoma, 1987 water year","interactions":[],"lastModifiedDate":"2012-02-02T00:07:03","indexId":"ofr88301","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-301","title":"Annual yield and selected hydrologic data for the Arkansas River Basin compact, Arkansas-Oklahoma, 1987 water year","docAbstract":"The computed annual yield and deficiency of the subbasins are defined in the Arkansas River Compact, Arkansas-Oklahoma, are given in tables. Actual runoff from the subbasins and depletion caused by major reservoirs in the compact area are also given in tabular form. Monthly, maximum, and mean discharges are shown for the 14 streamflow stations used in computing annual yield. Water quality data are shown for two sites in the compact area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88301","usgsCitation":"Moore, M.A., Lamb, T., and Hauth, L., 1988, Annual yield and selected hydrologic data for the Arkansas River Basin compact, Arkansas-Oklahoma, 1987 water year: U.S. Geological Survey Open-File Report 88-301, iv, 33 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr88301.","productDescription":"iv, 33 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":147732,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0301/report-thumb.jpg"},{"id":43969,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0301/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b6f0","contributors":{"authors":[{"text":"Moore, M. A.","contributorId":84767,"corporation":false,"usgs":true,"family":"Moore","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":170492,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":170491,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hauth, L.D.","contributorId":48551,"corporation":false,"usgs":true,"family":"Hauth","given":"L.D.","affiliations":[],"preferred":false,"id":170490,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":38450,"text":"pp1408E - 1988 - Water use on the Snake River plain, Idaho and eastern Oregon","interactions":[{"subject":{"id":13849,"text":"ofr85559 - 1986 - Water use on the Snake River plain, Idaho and eastern Oregon","indexId":"ofr85559","publicationYear":"1986","noYear":false,"title":"Water use on the Snake River plain, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":38450,"text":"pp1408E - 1988 - Water use on the Snake River plain, Idaho and eastern Oregon","indexId":"pp1408E","publicationYear":"1988","noYear":false,"chapter":"E","title":"Water use on the Snake River plain, Idaho and eastern Oregon"},"id":1}],"lastModifiedDate":"2013-11-19T15:49:31","indexId":"pp1408E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1408","chapter":"E","title":"Water use on the Snake River plain, Idaho and eastern Oregon","docAbstract":"Amounts of water withdrawn and consumptively used for irrigation \nand other uses on the Snake River Plain were estimated to help deter- \nmine hydrologic effects of ground- and surface-water use. Irrigation is \nthe largest off stream use of water on the plain. Surface-water irriga- \ntion began in the 1840's and increased rapidly through the early 1900's. \nUse of ground water for irrigation accelerated after World War II. In \n1980, about 3.1 million acres were irrigated: 1.0 million acres were \nirrigated with about 2.3 million acre-feet of ground water; 2.0 million \nacres were irrigated with about 12.7 million acre-feet of surface water; \n0.1 million acres were irrigated with combined surface and ground water. \nHistorical changes in aquifer storage and spring discharge are closely \nrelated to changes in irrigation practices.\nIndustries, including aquaculture, withdrew an estimated 1.97 million \nacre-feet of water. Withdrawals for other offstream uses, including public \nand rural supplies, totaled 132,000 acre-feet. Hydroelectric power \ngeneration is an economically important instream use of water. In \n1980, about 52 million acre-feet of surface water was used to generate \n2.6 million megawatt-hours of electricity. Native vegetation evapo- \ntranspired an estimated 3.7 million acre-feet, and 900,000 acre-feet \nevaporated from bare ground and open water.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/pp1408E","usgsCitation":"Goodell, S.A., 1988, Water use on the Snake River plain, Idaho and eastern Oregon: U.S. Geological Survey Professional Paper 1408, vi, 51 p., https://doi.org/10.3133/pp1408E.","productDescription":"vi, 51 p.","numberOfPages":"63","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":122089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1408e/report-thumb.jpg"},{"id":64930,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1408e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho;Oregon","otherGeospatial":"Snake River Plain","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.0,42.0 ], [ -117.0,45.0 ], [ -111.0,45.0 ], [ -111.0,42.0 ], [ -117.0,42.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5eff26","contributors":{"authors":[{"text":"Goodell, S. A.","contributorId":38168,"corporation":false,"usgs":true,"family":"Goodell","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":219844,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38449,"text":"pp1408D - 1988 - Solute geochemistry of the Snake River plain regional aquifer system, Idaho and eastern Oregon","interactions":[{"subject":{"id":21461,"text":"ofr86247 - 1987 - Solute geochemistry of the Snake River plain regional aquifer system, Idaho and eastern Oregon","indexId":"ofr86247","publicationYear":"1987","noYear":false,"title":"Solute geochemistry of the Snake River plain regional aquifer system, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":38449,"text":"pp1408D - 1988 - Solute geochemistry of the Snake River plain regional aquifer system, Idaho and eastern Oregon","indexId":"pp1408D","publicationYear":"1988","noYear":false,"chapter":"D","title":"Solute geochemistry of the Snake River plain regional aquifer system, Idaho and eastern Oregon"},"id":1}],"lastModifiedDate":"2013-11-19T15:49:12","indexId":"pp1408D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1408","chapter":"D","title":"Solute geochemistry of the Snake River plain regional aquifer system, Idaho and eastern Oregon","docAbstract":"Four geochemical approaches were used to determine chemical \nreactions controlling solute concentrations in the Snake River Plain \nregional aquifer system: (1) calculation of a solute balance within the \naquifer, (2) identification of weathered products in the aquifer frame- \nwork, (3) comparison of thermodynamic mineral saturation indices with \nplausible solute reactions, and (4) comparison of stable-isotope ratios \nof the solutes with those in the aquifer framework. Solutes in the geo- \nthermal groundwater system underlying the main aquifer were examined \nby calculating thermodynamic mineral saturation indices, stable-isotope \nratios, geothermometry, and radiocarbon dating.\nWater budgets, hydrologic arguments, and isotopic analyses for the \neastern Snake River Plain aquifer system demonstrate that most, if not \nall, water is of local meteoric and not juvenile or formation origin. Thus, \nthe solutes must also originate within the basin. Solute balance, isotopic, \nmineralogic, and thermodynamic arguments suggest that about 20 per- \ncent of the solutes leaving the basin are derived from reactions with \nrocks forming the aquifer framework. Most of the remaining solutes \nare introduced from tributary drainage basins.\nMass-balance calculations, thermodynamic arguments, and petro- \ngraphic observations indicate that calcite and silica are precipitated in \nthe aquifer. Petrographic evidence and thermodynamic arguments sug- \ngest that olivine, pyroxene, plagioclase, pyrite, and anhydrite are being \nweathered from the aquifer framework. Large amounts of sodium, \nchloride, and sulfate, relative to their concentration in the igneous rock, \nare being removed from the aquifer. Release of fluids from inclusions \nin the igneous rocks and initial flushing of grain boundaries and pores \nof detrital marine sediments in interbeds are believed to be a major \nsource of these solutes. Identification and quantification of reactions \ncontrolling solute concentrations in ground water in the eastern plain \nindicate that the aquifer is not a large mixing vessel that simply stores \nand transmits water and solutes but is undergoing diagenesis and is \nboth a source and a sink for solutes.\nEvaluation of solute concentrations and stable-isotope ratios of \nhydrogen, oxygen, carbon, and sulfur along groundwater flowpaths that \ntransect irrigated areas suggests that irrigation water may have altered \nsolute concentrations and isotope ratios in the eastern Snake River Plain \naquifer system. The changes, however, have been small because of the \nsimilarity of solute concentrations and ratios in applied irrigation water \nand in native ground water, and because of rapid movement and large \ndispersivity of the aquifer.\nReactions controlling solutes in the western Snake River basin are \nbelieved to be similar to those in the eastern basin but, because of dif- \nferent hydrologic conditions, a definitive analysis could not be made.\nThe regional geothermal system that underlies the Snake River Plain \ncontains total dissolved solids similar to those in the overlying Snake \nRiver Plain aquifer system but contains higher concentrations of sodium, \nbicarbonate, silica, fluoride, sulfate, chloride, arsenic, boron, and lithium,\nand lower concentrations of calcium, magnesium, and hydrogen. These \nsolutes are believed to be derived from reactions similar to those in the \nSnake River Plain aquifer system, except that ion exchange and hydrol- \nysis play a role in controlling solute concentrations in the geothermal \nsystem.\nGeothermometry calculations of selected ground-water samples from \nknown geothermal areas throughout the basin suggest that the geother- \nmal system is large in areal extent but has relatively low temperatures. \nApproximately half of the silica-quartz calculated water temperatures \nare greater than 90 °C. Radiocarbon dating of geothermal water in the \nSalmon Falls and Bruneau-Grand View areas in the south central part \nof the Snake River basin suggests that residence time of the geother- \nmal water is about 17,700 years.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/pp1408D","usgsCitation":"Wood, W., and Low, W.H., 1988, Solute geochemistry of the Snake River plain regional aquifer system, Idaho and eastern Oregon: U.S. Geological Survey Professional Paper 1408, vi, 79 p., https://doi.org/10.3133/pp1408D.","productDescription":"vi, 79 p.","numberOfPages":"91","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":123112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1408d/report-thumb.jpg"},{"id":64929,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1408d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho;Oregon","otherGeospatial":"Snake River Plain","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.0,42.0 ], [ -111.0,45.0 ], [ -117.0,45.0 ], [ -117.0,42.0 ], [ -111.0,42.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5ed9fc","contributors":{"authors":[{"text":"Wood, Warren W.","contributorId":47770,"corporation":false,"usgs":false,"family":"Wood","given":"Warren W.","affiliations":[{"id":6601,"text":"Michigan State University","active":true,"usgs":false}],"preferred":false,"id":219842,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Low, Walton H.","contributorId":92672,"corporation":false,"usgs":true,"family":"Low","given":"Walton","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":219843,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38436,"text":"pp1404C - 1988 - Hydrogeologic framework of the Virginia coastal plain","interactions":[{"subject":{"id":10306,"text":"ofr84728 - 1984 - Hydrogeologic framework of the Virginia coastal plain","indexId":"ofr84728","publicationYear":"1984","noYear":false,"title":"Hydrogeologic framework of the Virginia coastal plain"},"predicate":"SUPERSEDED_BY","object":{"id":38436,"text":"pp1404C - 1988 - Hydrogeologic framework of the Virginia coastal plain","indexId":"pp1404C","publicationYear":"1988","noYear":false,"chapter":"C","title":"Hydrogeologic framework of the Virginia coastal plain"},"id":1}],"lastModifiedDate":"2025-04-17T19:12:46.556498","indexId":"pp1404C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1404","chapter":"C","title":"Hydrogeologic framework of the Virginia coastal plain","docAbstract":"<p>This report defines the hydrogeologic framework of the Virginia Coastal Plain and is a product of a comprehensive regional study to define the geology, hydrology, and geochemistry of the northern Atlantic Coastal Plain aquifer system extending from North Carolina to Long Island, New York. </p><p>The Virginia Coastal Plain consists of an eastward-thickening wedge of generally unconsolidated, interbedded sands and clays, ranging in age from Early Cretaceous to Holocene. These sediments range in thickness from more than 6,000 feet beneath the northeastern part of the Eastern Shore Peninsula to nearly 0 feet along the Fall Line. Eight confined aquifers, eight confining units, and an uppermost water table aquifer are delineated as the hydrogeologic framework of the Coastal Plain sediments in Virginia. The nine regional aquifers, from oldest to youngest, are lower, middle, and upper Potomac, Brightseat, Aquia, Chickahominy-Piney Point, St. Marys-Choptank, Yorktown-Eastover, and Columbia. The Brightseat is a newly identified and correlated aquifer of early Paleoceneage. This study is one of other, similar studies of the Coastal Plain areas in North Carolina, Maryland-Delaware, New Jersey, and Long Island, New York. These combined studies provide a system of hydrogeologic units that can be identified and correlated throughout the northern Atlantic Coastal Plain. </p><p>Data for this study were collected and analyzed from October 1979 to May 1983. The nine aquifers and eight confining units are identified and delineated by use of geophysical logs, drillers' information, and stratigraphic and paleontologic data. By correlating geophysical logs with hydrologic, stratigraphic, and paleontologic data throughout the Coastal Plain, a comprehensive multilayered framework of aquifers and confining units, each with distinct lithologic properties, was developed. Cross sections show the stratigraphic relationships of aquifers and confining units in the hydrogeologic framework of the Virginia Coastal Plain. Maps show confining-unit thicknesses and altitudes of aquifer tops, provide the basis for assigning aquifers to screened intervals of observation and production wells, and are used for the development of a comprehensive observation-well network in the Virginia Coastal Plain.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1404C","usgsCitation":"Meng, A.A., and Harsh, J.F., 1988, Hydrogeologic framework of the Virginia coastal plain: U.S. Geological Survey Professional Paper 1404, Report: iv, 82 p.: 4 Plates: 49.25 x 31.7 inches or smaller, https://doi.org/10.3133/pp1404C.","productDescription":"Report: iv, 82 p.: 4 Plates: 49.25 x 31.7 inches or smaller","costCenters":[],"links":[{"id":484735,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4843.htm","linkFileType":{"id":5,"text":"html"}},{"id":3447,"rank":7,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/pp1404-C/","linkFileType":{"id":5,"text":"html"}},{"id":337655,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/pp1404-C/pdf/pp_1404-c.pdf","text":"Report","size":"8.38 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       38.91668153637508\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db6279ce","contributors":{"authors":[{"text":"Meng, Andrew A. III","contributorId":63858,"corporation":false,"usgs":true,"family":"Meng","given":"Andrew","suffix":"III","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":219819,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harsh, John F.","contributorId":81905,"corporation":false,"usgs":true,"family":"Harsh","given":"John","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":219820,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15710,"text":"ofr88304 - 1988 - Climatic data for Williams Lake, Hubbard County, Minnesota, 1986","interactions":[],"lastModifiedDate":"2018-03-19T11:15:48","indexId":"ofr88304","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-304","title":"Climatic data for Williams Lake, Hubbard County, Minnesota, 1986","docAbstract":"<p>Research on the hydrology of Williams Lake, north-central Minnesota includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer studies, including: water-surface temperature, dry-bulb and wet-bulb air temperatures, wind speed, precipitation, and solar and atmospheric radiation. Some calculated values necessary for these studies, such as vapor pressure and Bowen ratio numbers, also are presented. Data are collected at raft and land stations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lakewood, CO","doi":"10.3133/ofr88304","usgsCitation":"Rosenberry, D., Sturrock, A., and Winter, T.C., 1988, Climatic data for Williams Lake, Hubbard County, Minnesota, 1986: U.S. Geological Survey Open-File Report 88-304, iv, 38 p., https://doi.org/10.3133/ofr88304.","productDescription":"iv, 38 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":44703,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0304/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148440,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0304/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County","otherGeospatial":"Williams Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de152","contributors":{"authors":[{"text":"Rosenberry, D.O. 0000-0003-0681-5641","orcid":"https://orcid.org/0000-0003-0681-5641","contributorId":38500,"corporation":false,"usgs":true,"family":"Rosenberry","given":"D.O.","affiliations":[],"preferred":true,"id":171586,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":171585,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":171584,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13410,"text":"ofr8892 - 1988 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods","interactions":[{"subject":{"id":13410,"text":"ofr8892 - 1988 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods","indexId":"ofr8892","publicationYear":"1988","noYear":false,"title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods"},"predicate":"SUPERSEDED_BY","object":{"id":31070,"text":"wsp2370E - 1990 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","indexId":"wsp2370E","publicationYear":"1990","noYear":false,"chapter":"E","title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods"},"id":1}],"supersededBy":{"id":31070,"text":"wsp2370E - 1990 - Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods","indexId":"wsp2370E","publicationYear":"1990","noYear":false,"title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and penman-combination methods"},"lastModifiedDate":"2020-10-08T16:40:19.784807","indexId":"ofr8892","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-92","title":"Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods","docAbstract":"<p>In Owens Valley, evapotranspiration (ET) is one of the largest components of outflow in the hydrologic budget and the least understood. ET estimates for December 1983 through October 1985 were made for seven representative locations selected on the basis of geohydrology and the characteristics of phreatophytic alkaline scrub and meadow communities. The Bowen-ratio, eddy-correlation, and Penman-combination methods were used to estimate ET. The results of the analyses appear satisfactory when compared to other estimates of ET. Results by the eddy-correlation method are for a direct and a residual latent-heat flux that is based on sensible-heat flux and energy budget measurements. Penman-combination potential ET estimates were determined to be unusable because they overestimated actual ET. Modification in the psychrometer constant of this method to account for differences between heat-diffusion resistance and vapor-diffusion resistance permitted actual ET to be estimated. The methods may be used for studies in similar semiarid and arid rangeland areas in the Western United States. Meteorological data for three field sites are included in the appendix. Simple linear regression analysis indicates that ET estimates are correlated to air temperature, vapor-density deficit, and net radiation. Estimates of annual ET range from 300 mm at a low-density scrub site to 1,100 mm at a high-density meadow site. The monthly percentage of annual ET was determined to be similar for all sites studied.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr8892","usgsCitation":"Duell, L.F., 1988, Estimates of evapotranspiration in alkaline scrub and meadow communities of Owens Valley, California, using the Bowen-ratio, eddy-correlation, and Penman-combination methods: U.S. Geological Survey Open-File Report 88-92, ix, 78 p., https://doi.org/10.3133/ofr8892.","productDescription":"ix, 78 p.","costCenters":[],"links":[{"id":379236,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0092/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146060,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0092/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Owens Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -118.8,\n              35.7\n            ],\n            [\n              -117.4,\n              35.7\n            ],\n            [\n              -117.4,\n              37.7\n            ],\n            [\n              -118.8,\n              37.7\n            ],\n            [\n              -118.8,\n              35.7\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae82a","contributors":{"authors":[{"text":"Duell, L. F. W. Jr.","contributorId":21168,"corporation":false,"usgs":true,"family":"Duell","given":"L.","suffix":"Jr.","email":"","middleInitial":"F. W.","affiliations":[],"preferred":false,"id":167762,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30465,"text":"wri864106 - 1988 - Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow","interactions":[],"lastModifiedDate":"2022-01-24T22:14:51.01401","indexId":"wri864106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"86-4106","title":"Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow","docAbstract":"<p>Data on the hydrogeology of a 26-sq-mi area surrounding the Brookhaven landfill site in central Suffolk County were collected as part of a hydrologic investigation of solute transport from the site. These data were used to develop a steady-state groundwater flow model of the upper glacial (water table) aquifer in the area. The model accounts for the leakage through confining units underlying the aquifer, seepage to streams, recharge from precipitation, and pumpage and redistribution of water. Refined estimates of aquifer and confining-unit properties were obtained through model calibrations. Water table altitudes generated by the calibrated model were used to determine groundwater velocities and probable flow paths in the vicinity of the site under long-term average hydrologic conditions. Groundwater velocities and probable flow paths in the study area were calculated from simulated water table altitudes generated by the calibrated flow model. Groundwater at the center of the site flows southeastward at a velocity of 1.1 ft/d. The report is the second in a three part series describing the hydrologic conditions and groundwater quality, groundwater flow, and solute transport in the vicinity of the Brookhaven landfill.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864106","usgsCitation":"Wexler, E.J., and Maus, P.E., 1988, Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow: U.S. Geological Survey Water-Resources Investigations Report 86-4106, Report: vi, 44 p.; 2 Plates: 18.82 × 22.99 inches and 18.42 × 22.29 inches, https://doi.org/10.3133/wri864106.","productDescription":"Report: vi, 44 p.; 2 Plates: 18.82 × 22.99 inches and 18.42 × 22.29 inches","costCenters":[],"links":[{"id":59247,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59246,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4106/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59245,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4106/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126857,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4106/report-thumb.jpg"},{"id":394789,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36551.htm"}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73,\n              40.75\n            ],\n            [\n              -72.875,\n              40.75\n            ],\n            [\n              -72.875,\n              40.858\n            ],\n            [\n              -73,\n              40.858\n            ],\n            [\n              -73,\n              40.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b03e4b07f02db698fa0","contributors":{"authors":[{"text":"Wexler, E. J.","contributorId":104931,"corporation":false,"usgs":true,"family":"Wexler","given":"E.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203298,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maus, P. E.","contributorId":68787,"corporation":false,"usgs":true,"family":"Maus","given":"P.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203297,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27872,"text":"wri874170 - 1988 - Techniques for estimating the magnitude and frequency of floods in Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T12:16:00","indexId":"wri874170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4170","title":"Techniques for estimating the magnitude and frequency of floods in Minnesota","docAbstract":"<p>Log-Pearson type III flood-frequency analyses were made of annual series peak-flow records from 246 gaging stations on unregulated streams in Minnesota having watersheds ranging in area from 0.08 to 2,520 square miles. These flood discharges were related to watershed and climatic characteristics by using multiple-regression techniques. On the basis of this preliminary regression analysis of the frequency-analysis results, the data from these stations were grouped into four hydrologically distinct regions for the State. Regression analyses were performed on data from each region relating the 2-, 5-, 10-, 25-, 50-, and 100-year recurrence interval flood discharges to basin characteristics. The resulting regression equations, which may be used to estimate flood flows at ungaged sites, relate basin characteristics (contributing drainage area, main-channel slope, percent of basin covered by water, percent of basin covered by lakes, and mean annual runoff) to estimated flood flows. Different basin characteristics are significant for each of the four regions. Drainage area was found to be most significant and is included in all regional equations. Standard errors of estimate of the regression equations ranged from 33 to 60 percent.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri874170","collaboration":"Prepared in cooperation with the Minnesota Department of Transportation","usgsCitation":"Jacques, J., and Lorenz, D., 1988, Techniques for estimating the magnitude and frequency of floods in Minnesota: U.S. Geological Survey Water-Resources Investigations Report 87-4170, iv, 48 p., https://doi.org/10.3133/wri874170.","productDescription":"iv, 48 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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,{"id":25427,"text":"wri884046 - 1988 - Cumulative potential hydrologic impacts of surface coal mining in the eastern Powder River structural basin, northeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:10","indexId":"wri884046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4046","title":"Cumulative potential hydrologic impacts of surface coal mining in the eastern Powder River structural basin, northeastern Wyoming","docAbstract":"There are 16 existing and six proposed surface coal mines in the eastern Powder River structural basin of northeastern Wyoming. Coal mining companies predict water level declines of 5 ft or more in the Wasatch aquifer to extend form about 1,000 to about 2,000 ft beyond the mine pits. The predicted 5 ft water level decline in the Wyodak coal aquifer generally extends 4-8 mi beyond the lease areas. About 3,000 wells are in the area of potential cumulative water level declines resulting from all anticipated mining. Of these 3,000 wells, about 1,200 are outside the areas of anticipated mining: about 1,000 wells supply water for domestic or livestock uses, and about 200 wells supply water for municipal, industrial, irrigation, and miscellaneous uses. The 1,800 remaining wells are used by coal mining companies. Future surface coal mining probably will result in postmining groundwater of similar quality to that currently present in the study area. By use of geochemical modeling techniques, the results of a hypothetical reaction path exercise indicate the potential for marked improvements in postmining water quality because of chemical reactions as postmining groundwater with a large dissolved solids concentration (3,540 mg/L) moves into a coal aquifer with relatively small dissolved solids concentrations (910 mg/L). Results of the modeling exercise also indicate geochemical conditions that are most ideal for large decreases in dissolved solids concentrations in coal aquifers receiving recharge from a spoil aquifer. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884046","usgsCitation":"Martin, L., Naftz, D.L., Lowham, H., and Rankl, J., 1988, Cumulative potential hydrologic impacts of surface coal mining in the eastern Powder River structural basin, northeastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 88-4046, x, 201 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884046.","productDescription":"x, 201 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124217,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4046/report-thumb.jpg"},{"id":54145,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54146,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54147,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54148,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54149,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4046/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54150,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4046/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ea77","contributors":{"authors":[{"text":"Martin, L.J.","contributorId":73637,"corporation":false,"usgs":true,"family":"Martin","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":193647,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Naftz, D. L.","contributorId":40624,"corporation":false,"usgs":true,"family":"Naftz","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":193646,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":193645,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Rankl, J.G.","contributorId":107733,"corporation":false,"usgs":true,"family":"Rankl","given":"J.G.","affiliations":[],"preferred":false,"id":193648,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":29722,"text":"wri884006 - 1988 - Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining","interactions":[],"lastModifiedDate":"2023-01-09T21:37:24.228504","indexId":"wri884006","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4006","title":"Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884006","usgsCitation":"Shultz, R., 1988, Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining: U.S. Geological Survey Water-Resources Investigations Report 88-4006, ix, 139 p., https://doi.org/10.3133/wri884006.","productDescription":"ix, 139 p.","costCenters":[],"links":[{"id":119488,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4006/report-thumb.jpg"},{"id":58534,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4006/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":110252,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46937.htm","linkFileType":{"id":5,"text":"html"},"description":"46937"}],"country":"United States","state":"West Virginia","county":"Marshall County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80.5192,\n              40.0319\n            ],\n            [\n              -80.8667,\n              40.0319\n            ],\n            [\n              -80.8667,\n              39.72\n            ],\n            [\n              -80.5192,\n              39.72\n            ],\n            [\n              -80.5192,\n              40.0319\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae0be","contributors":{"authors":[{"text":"Shultz, R.A.","contributorId":27442,"corporation":false,"usgs":true,"family":"Shultz","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":202014,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":33542,"text":"b1841 - 1988 - Selected papers in the applied computer sciences, 1988","interactions":[],"lastModifiedDate":"2022-04-15T14:52:29.354339","indexId":"b1841","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1841","title":"Selected papers in the applied computer sciences, 1988","docAbstract":"<p>This compilation of short papers is intended to describe technical advances in the applied computer sciences. The aim of the series is to provide a forum for discussions on innovative uses of computing techniques in the earth sciences. Papers are presented on ( 1) an expert system to facilitate land analysis, (2) data-generalization processes for use with geographic information systems, (3) digital image processing for map production, (4) connecting local- and wide-area networks, and (5) generic file structures for hydrologic data.</p>","language":"English","publisher":"U.S. G.P.O.","doi":"10.3133/b1841","usgsCitation":"1988, Selected papers in the applied computer sciences, 1988: U.S. Geological Survey Bulletin 1841, 72 p., https://doi.org/10.3133/b1841.","productDescription":"72 p.","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":163107,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1841/report-thumb.jpg"},{"id":61437,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1841/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a03e4b07f02db5f83c1","contributors":{"editors":[{"text":"Wiltshire, Denise A.","contributorId":78717,"corporation":false,"usgs":true,"family":"Wiltshire","given":"Denise","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":749935,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":13797,"text":"ofr88174 - 1988 - The U.S. Geological Survey Federal-State cooperative water- resources program; fiscal year 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:06:49","indexId":"ofr88174","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-174","title":"The U.S. Geological Survey Federal-State cooperative water- resources program; fiscal year 1987","docAbstract":"The U.S. Geological Survey 's Federal-State Cooperative Water Resources Program (50-50 matching of funds) started in Kansas in 1895. During fiscal year (FY) 1987, hydrologic data collection, investigations, and research are being conducted in every state, Puerto Rico, and several territories in cooperation with 940 state, regional and local agencies. Federal funding of $55.3 million was matched by cooperating agencies; cooperators also provided $4.6 million unmatched, for a program total of about $115 million. The Cooperative Program accounted for almost 45% of the FY 1987 obligations of the Geological Survey 's Water Resources Division. The principal areas of emphasis during the year included groundwater contamination, stream quality, water supply and demand, and hydrologic hazards. Information is presented on program functions and priorities. Data collection activities are also described as is work related to water resources contamination. Several examples of current (1987) investigations are provided. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88174","usgsCitation":"Gilbert, B., and Mann, W.B., 1988, The U.S. Geological Survey Federal-State cooperative water- resources program; fiscal year 1987: U.S. Geological Survey Open-File Report 88-174, v, 36 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr88174.","productDescription":"v, 36 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":146032,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0174/report-thumb.jpg"},{"id":42367,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0174/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c98e","contributors":{"authors":[{"text":"Gilbert, B.K.","contributorId":32167,"corporation":false,"usgs":true,"family":"Gilbert","given":"B.K.","email":"","affiliations":[],"preferred":false,"id":168409,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mann, William B. IV","contributorId":8838,"corporation":false,"usgs":true,"family":"Mann","given":"William","suffix":"IV","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":168408,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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