{"pageNumber":"529","pageRowStart":"13200","pageSize":"25","recordCount":16452,"records":[{"id":38571,"text":"pp1307 - 1984 - Water resources and potential hydrologic effects of oil-shale development in the southeastern Uinta Basin, Utah and Colorado","interactions":[{"subject":{"id":10046,"text":"ofr83216 - 1983 - Water resources and potential hydrologic effects of oil-shale development in the southeastern Uinta Basin, Utah and Colorado","indexId":"ofr83216","publicationYear":"1983","noYear":false,"title":"Water resources and potential hydrologic effects of oil-shale development in the southeastern Uinta Basin, Utah and Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":38571,"text":"pp1307 - 1984 - Water resources and potential hydrologic effects of oil-shale development in the southeastern Uinta Basin, Utah and Colorado","indexId":"pp1307","publicationYear":"1984","noYear":false,"title":"Water resources and potential hydrologic effects of oil-shale development in the southeastern Uinta Basin, Utah and Colorado"},"id":1}],"lastModifiedDate":"2017-08-31T17:15:10","indexId":"pp1307","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1307","title":"Water resources and potential hydrologic effects of oil-shale development in the southeastern Uinta Basin, Utah and Colorado","docAbstract":"<p>Proposed oil-shale mining in northeastern Utah is expected to impact the water resources of a 3,000-square-mile area. This report summarizes a comprehensive hydrologic investigation of the area which resulted in 13 published reports. Hydrologic information obtained during 1974-80 was used to evaluate the availability of water and to evaluate potential impacts of an oil-shale industry on the water resources.</p><p>The study area is the southeastern part of the Uinta Basin, Utah and Colorado, where the hydrology is extremely variable. The normal annual precipitation averages 11 inches and varies with altitude. It ranges from less than 8 inches at altitudes below 5,000 feet along the White and Green Rivers to more than 20 inches where altitudes exceed 9,000 feet on the Roan Plateau.</p><p>The White and Green Rivers are large streams that flow through the area. They convey an average flow of 4.3 million acre-feet per year from outside drainage areas of about 34,000 square miles, which is more than 150 times as much flow as that originating within the area. Streams originating in areas where precipitation is less than 10 inches are ephemeral. Mean annual runoff from the study area is about 28,000 acre-feet and ranges from less than 0.1 to 1.6 inches, depending on the location. At any given site, runoff varies greatly-from year to year and season to season. Potential evapotranspiration is large, exceeding precipitation in all years. </p><p>Three major aquifers occur in the area. They are alluvial deposits of small areal extent along the major stream valleys; the bird's-nest aquifer of the Parachute Creek Member of the Green River Formation, which is limited to the central part of the study area; and the Douglas Creek aquifer of the Douglas Creek Member of the Green River Formation, which underlies most of the area. Total recoverable water in storage in the three aquifers is about 18 million acre-feet. Yields of individual wells and interference between wells limit the maximum practical withdrawal to about 20,000 acre-feet per year.</p><p>An oil-shale industry in the southeastern Uinta Basin with a peak production of 400,000 barrels of oil per day would require a water supply of about 70,000 acre-feet per year. Sources of water supply considered for such an industry were: diversion from the natural flow of the White River, a proposed reservoir on the White River, diversion from the White River combined with proposed off-stream storage in Hells Hole Canyon, diversion from the Green River, and conjunctive use of ground and surface water.</p><p>The proposed reservoir on the White River would trap about 90 percent of the sediment moving in the river and in turn would release almost sediment-free water. Possible impacts are changes in channel gradient in the downstream 18 miles of the White River and changes in bank stability. In some parts of the area, annual sheet-erosion rates are as great as 2.2 acre-feet per square mile but sediment yield to the White River is less than might be expected because the runoff is small. If process water from retort operations or water used in the construction of surface facilities is discharged into a normally dry streambed, increased channel erosion and sediment in tributary streams could result in increased sediment loads in the White River. In addition, sediment yields from retorted-shale piles with minimum slopes could exceed 0.1 acrefoot per square mile during a common storm. Thus, without safeguards, the useful life of any proposed reservoir or holding pond could be decreased considerably.</p><p>Leachate water from retorted-shale piles has large concentrations of sodium and sulfate, and the chemical composition of retort waters differs considerably from that of the natural waters of the area. The retort waters contain a greater concentration of dissolved solids and more organic carbon and nutrients. Without proper disposal or impoundment of retort and leachate waters, the salinity of downstream waters in the Colorado River Basin would be increased. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1307","usgsCitation":"Lindskov, K., and Kimball, B.A., 1984, Water resources and potential hydrologic effects of oil-shale development in the southeastern Uinta Basin, Utah and Colorado: U.S. Geological Survey Professional Paper 1307, iv, 32 p., https://doi.org/10.3133/pp1307.","productDescription":"iv, 32 p.","numberOfPages":"38","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":123808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1307/report-thumb.jpg"},{"id":65347,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1307/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"Uinta Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d2e4b07f02db5487cd","contributors":{"authors":[{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":220087,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kimball, B. A.","contributorId":87583,"corporation":false,"usgs":false,"family":"Kimball","given":"B.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":220086,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29493,"text":"wri834135 - 1984 - Regional geohydrology of the northern Louisiana salt-dome basin, part II, geohydrologic maps of the Tertiary aquifers and related confining layers","interactions":[],"lastModifiedDate":"2021-12-21T20:26:28.18915","indexId":"wri834135","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4135","title":"Regional geohydrology of the northern Louisiana salt-dome basin, part II, geohydrologic maps of the Tertiary aquifers and related confining layers","docAbstract":"<p>Regional geohydrologic maps show the altitude of the base and the thickness of the aquifers of Tertiary age and related confining layers in the northern Louisiana salt-dome basin. The limit of freshwater in aquifers is also shown. The basin has an area of about 3,000 square miles, and four geologic units of Tertiary age contain regional aquifers. From oldest (deepest) to youngest, the aquifers are in the Wilcox Group, Carrizo Sand, Sparta Sand, and Cockfield Formation. As the Wilcox is hydraulically interconnected with the overlying Carrizo, they are treated as one hydrologic unit, the Wilcox-Carrizo aquifer. The aquifers are separated by confining layers that retard water movement. In the northwestern part of the area, the Wilcox-Carrizo aquifer is separated from the underlying sand facies of the Nacatoch Sand (Cretaceous age) by a confining layer composed of the Midway Group (Tertiary age) and the underlying Arkadelphia Marl and an upper clay and marl facies of the Nacatoch Sand (both of Cretaceous age). In the remainder of the area, the Wilcox-Carrizo aquifer is separated from an underlying Cretaceous aquifer comprised of the Tokio Formation and Brownstown Marl by the Midway Group and several underlying Cretaceous units which in order of increasing age are the Arkadelphia Maril, Nacatoch Sand, Saratoga Chalk, Marlbrook Marl , and Annona Chalk. The Wilcox-Carrizo aquifer is separated from the Sparta aquifer by the overyling Cane River Formation. The Sparta aquifer is separated from the Cockfield aquifer by the overlying Cook Mountain Formation.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834135","usgsCitation":"Ryals, G., 1984, Regional geohydrology of the northern Louisiana salt-dome basin, part II, geohydrologic maps of the Tertiary aquifers and related confining layers: U.S. Geological Survey Water-Resources Investigations Report 83-4135, Report: iii, 6 p.;  7 Plates: 21.40 × 22.74 inches or smaller, https://doi.org/10.3133/wri834135.","productDescription":"Report: iii, 6 p.;  7 Plates: 21.40 × 22.74 inches or smaller","costCenters":[],"links":[{"id":58338,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4135/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58337,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4135/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58336,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4135/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393241,"rank":10,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35797.htm"},{"id":58342,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4135/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58335,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4135/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159716,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4135/report-thumb.jpg"},{"id":58341,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4135/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58340,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4135/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58339,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4135/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Louisiana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.75,\n              31.536\n            ],\n            [\n              -91.603,\n              31.536\n            ],\n            [\n              -91.603,\n              33.433\n            ],\n            [\n              -93.75,\n              33.433\n            ],\n            [\n              -93.75,\n              31.536\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2be4b07f02db613575","contributors":{"authors":[{"text":"Ryals, G.N.","contributorId":47374,"corporation":false,"usgs":true,"family":"Ryals","given":"G.N.","email":"","affiliations":[],"preferred":false,"id":201605,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29540,"text":"wri844161 - 1984 - Surface-water quantity and quality in the lower Kenai Peninsula, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri844161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4161","title":"Surface-water quantity and quality in the lower Kenai Peninsula, Alaska","docAbstract":"New information on stream discharge and quality were collected over a 2-year period in the lower Kenai Peninsula. This new information improved understanding of the area 's surface-water hydrology. Average annual runoff ranges from 11 inches in the lowland portions of the peninsula to 100 inches in the Seldovia area. For drainage basins in the Kenai Lowland, maximum flood runoff rates range from about 10 to 82 cubic feet per second per square mile. In the Seldovia area maximum peak discharges range from about 65 to 280 cubic feet per second per square mile. Low-flow discharges are higher in the Seldovia area than on the lower peninsula. Calcium and bicarbonate ions dominate the water in streams draining the study area; the water is soft and has a low dissolved-solids content. Measured stream water temperatures range from 0 to 23 degrees Celsius in the Kenai Lowland and from 0 to 11.5 degrees Celsius in the Seldovia area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844161","usgsCitation":"Savard, C., and Scully, D., 1984, Surface-water quantity and quality in the lower Kenai Peninsula, Alaska: U.S. Geological Survey Water-Resources Investigations Report 84-4161, v, 62 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844161.","productDescription":"v, 62 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4161/report-thumb.jpg"},{"id":58374,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4161/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a593","contributors":{"authors":[{"text":"Savard, C.S.","contributorId":48194,"corporation":false,"usgs":true,"family":"Savard","given":"C.S.","email":"","affiliations":[],"preferred":false,"id":201684,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scully, D.R.","contributorId":32198,"corporation":false,"usgs":true,"family":"Scully","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":201683,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29630,"text":"wri844151 - 1984 - Analysis of characteristics of simulated flows from small surface-mined and undisturbed Appalachian watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia","interactions":[],"lastModifiedDate":"2023-01-04T19:56:58.574112","indexId":"wri844151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4151","title":"Analysis of characteristics of simulated flows from small surface-mined and undisturbed Appalachian watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia","docAbstract":"<p>Hydrologic and climatologic data were collected at 10 small, mined and unmined watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia. These data included continuous records of discharge, precipitation, and air temperature. Daily records of sediment concentrations and sediment discharges were also obtained and periodic observations of water-quality data taken. A compilation of all these data is presented. The observed climatic and hydrologic data from these basins were used to calibrate the U.S. Geological Survey Precipitation-Runoff Modeling System for each watershed. The calibrated models of each basin were then used with a set of nearby, long-term climatic data to simulate a long record of stream-flow. A 68-year record of daily streamflow and 57 years of annual peaks were simulated for each site. These simulated records were analyzed to obtain flood-frequency curves, flow-duration curves, mean-annual discharges, and the 7-day, 10-year low flow for each site. The flow characteristics computed from the simulated records of discharge were analyzed graphically and statistically by regression analysis to investigate the degree of relationship and to define the relationship between mining and runoff. For this sample of small basins, peak flows, discharges for 10- and 50-percent flow durations, and mean-annual flows are directly related to percent of drainage area disturbed (measured from aerial photos) and drainage area. Percent of drainage area disturbed is generally a more statistically significant estimator of discharge than drainage area, particularly for peak flows of higher recurrence intervals.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844151","usgsCitation":"Scott, A.G., 1984, Analysis of characteristics of simulated flows from small surface-mined and undisturbed Appalachian watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia: U.S. Geological Survey Water-Resources Investigations Report 84-4151, v, 169 p., https://doi.org/10.3133/wri844151.","productDescription":"v, 169 p.","costCenters":[],"links":[{"id":411369,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36024.htm","linkFileType":{"id":5,"text":"html"}},{"id":58450,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4151/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123615,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4151/report-thumb.jpg"}],"country":"United States","state":"Kentucky, Virginia, West Virginia","otherGeospatial":"Tug Fork basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -81.3,\n              38.144\n            ],\n            [\n              -82.667,\n              38.144\n            ],\n            [\n              -82.667,\n              37.115\n            ],\n            [\n              -81.3,\n              37.115\n            ],\n            [\n              -81.3,\n              38.144\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680c60","contributors":{"authors":[{"text":"Scott, A. G.","contributorId":36552,"corporation":false,"usgs":true,"family":"Scott","given":"A.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201847,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":47686,"text":"wri844163 - 1984 - Hydrology of Lake Butler, Orange County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:25","indexId":"wri844163","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4163","title":"Hydrology of Lake Butler, Orange County, Florida","docAbstract":"Lake Butler is one of the lakes that collectively make up the Butler chain of lakes in the headwaters of the Kissimmee River, Florida. The bottom configuration of the lake is typical of relict karst features formed during lower stages in sea level. The top of the Floridan aquifer is 50 to 100 feet below the land surface. The drainage area of Lake Butler is approximately 14.5 sq mi and is comprised of sub-basins of other lakes in the vicinity. Surface outflow from Lake Butler is generally southward to Cypress Creek, a tributary of the Kissimmee River. The extremes in lake stage for the period 1933-81 are 94.67 ft on June 23, 1981 and 101.78 ft on September 13, 1960. The median lake stage for this period was 99.28 ft above sea level. The quality of water in Lake Butler is excellent, based on studies of physical, chemical, and biological conditions by the Orange County Pollution Control Department. The lake water is slightly acidic and soft (48 mg/L hardness as calcium carbonate). Pesticides in water were below detection levels at two sites sampled in the lake, but were detected in the bottom sediments. (USGS)","language":"ENGLISH","doi":"10.3133/wri844163","usgsCitation":"Smoot, J.L., and Schiffer, D.M., 1984, Hydrology of Lake Butler, Orange County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4163, 3 maps on 1 sheet : col. ; 19 x 19 cm. and smaller, sheet 68 x 94 cm., folded in envelope 32 x 24 cm., https://doi.org/10.3133/wri844163.","productDescription":"3 maps on 1 sheet : col. ; 19 x 19 cm. and smaller, sheet 68 x 94 cm., folded in envelope 32 x 24 cm.","costCenters":[],"links":[{"id":169889,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":84596,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4163/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604b47","contributors":{"authors":[{"text":"Smoot, James L.","contributorId":13605,"corporation":false,"usgs":true,"family":"Smoot","given":"James","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236007,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schiffer, Donna M. schiffer@usgs.gov","contributorId":2138,"corporation":false,"usgs":true,"family":"Schiffer","given":"Donna","email":"schiffer@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":236006,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27332,"text":"wri834201 - 1984 - Floods of March 1982, Indiana, Michigan, and Ohio","interactions":[],"lastModifiedDate":"2016-05-24T09:53:24","indexId":"wri834201","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4201","title":"Floods of March 1982, Indiana, Michigan, and Ohio","docAbstract":"<p>Rapid melting of a snowpack containing 2 to 6 inches of water equivalent coinciding with moderate rainfall caused flooding in March 1982 across northern Indiana, southern Michigan, and northwestern Ohio. Millions of dollars in property damage and the loss of four lives resulted from the flooding. Peak discharges at several gaging stations in each of the following river basins have recurrence intervals of 50 to greater than 100 years: Wabash, St. Joseph, River Raisin, Maumee, and Kankakee. Flooding in the Wabash River basin was confined to major tributaries draining from the north. The St. Joseph River experienced flooding having a recurrence interval of about 50 years. Peak discharges having recurrence intervals of 50 to greater than 100 years were recorded on the River Raisin. Flooding on most large streams in the Maumee River basin was the worst since 1913. The Kankakee River and its major tributary, Yellow River, recorded peak discharges having recurrence intervals greater than 100 years. Hydrologic data have been tabulated for 83 gaging stations and partial-record sites. Maps are presented to emphasize the severity and untimely sequence of meteorological conditions that provided the potential and triggered the floods. Hydrographs are shown for 32 gaging stations.</p>","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri834201","usgsCitation":"Glatfelter, D., Butch, G., and Stewart, J.A., 1984, Floods of March 1982, Indiana, Michigan, and Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4201, vi, 40 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834201.","productDescription":"vi, 40 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":56197,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4201/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124211,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4201/report-thumb.jpg"}],"country":"United States","state":"Indiana, Michigan, 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A.","contributorId":50158,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197933,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":47683,"text":"wri844270 - 1984 - Geohydrologic conditions in the Vekol Valley, Pinal and Maricopa Counties, Arizona-1983","interactions":[],"lastModifiedDate":"2024-06-17T21:30:19.710164","indexId":"wri844270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4270","title":"Geohydrologic conditions in the Vekol Valley, Pinal and Maricopa Counties, Arizona-1983","docAbstract":"<p>Vekol Valley is a north-trending valley in south-central Arizona. The valley includes 270 mi<sup>2</sup> and is bounded by the Table Top and Vekol Mountains on the east, the Sand Tank and Maricopa Mountains and the White Hills on the west, and the Both and Haley Hills on the north. The climate is semiarid and precipitation occurs as local summer thunderstorms and regional winter storms. The average annual precipitation is 7 to 8 in., and the potential evaporation rate is about 10 times that of the average annual rainfall (Sells and Hill, 1974, p. 7, 44). Storm runoff occurs mainly as sheetflow and floods of short duration. Although some runoff is diverted into catchment tanks for use by livestock, runoff is not used for irrigation or public supply.</p><p>Vekol Valley is underlain by a thick sequence of basin sediments, sedimentary rocks, and volcanic rocks. The surrounding mountains are composed of crystalline and volcanic rocks, which also underlie the basin sediments to form the sides and bottom of the basin. The valley is divided into a northern part and a southern part by a bedrock outcrop of crystalline rocks between the White Hills on the west and the Table Top Mountains on the east (R. P. Wilson, 1979, p. 8). The northern part is about 90 mi<sup>2</sup> (J. R. Marie and K. J. Hollett, U.S. Geological Survey, written commun., 1984) and the southern part is about 180 mi<sup>2</sup>.</p><p>The hydrologic data on which this map is based are available, for the most part, in computer-printout form and may be consulted at the Arizona Department of Water Resources, 99 East Virginia, Phoenix, and the U.S. Geological Survey offices in: Federal Building, 301 West Congress Street, Tucson , and 3788 North 16th Street, Suite E, Phoenix. Material from which copies can be made at private expense is available at the Tuscon and Phoenix offices of the U.S. Geological Survey.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844270","collaboration":"Prepared in cooperation with the U.S. Bureau of Indian Affairs","usgsCitation":"Cuff, M.K., 1984, Geohydrologic conditions in the Vekol Valley, Pinal and Maricopa Counties, Arizona-1983: U.S. Geological Survey Water-Resources Investigations Report 84-4270, 1 Plate: 40.12 x 34.31 inches, https://doi.org/10.3133/wri844270.","productDescription":"1 Plate: 40.12 x 34.31 inches","costCenters":[],"links":[{"id":161672,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4270/report-thumb.jpg"},{"id":84592,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4270/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":430341,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36114.htm","linkFileType":{"id":5,"text":"html"}}],"datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Arizona","county":"Maricopa County, Pinal County","otherGeospatial":"Vekol Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.5,\n              32.5\n            ],\n            [\n              -112,\n              32.5\n            ],\n            [\n              -112,\n              33\n            ],\n            [\n              -112.5,\n              33\n            ],\n            [\n              -112.5,\n              32.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4eac","contributors":{"authors":[{"text":"Cuff, Melinda K.","contributorId":37786,"corporation":false,"usgs":true,"family":"Cuff","given":"Melinda","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":236000,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28081,"text":"wri844222 - 1984 - Impacts of the Tampa Bypass Canal system on the areal hydrology, Hillsborough County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri844222","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4222","title":"Impacts of the Tampa Bypass Canal system on the areal hydrology, Hillsborough County, Florida","docAbstract":"Construction of the Tampa Bypass Canal, Florida has resulted in an increase in streamflow from the canal area. Base-flow discharge is more than twice preconstruction amounts. Discharge from springs has decreased by one half or more. Ground-water levels show an increase of up to 4 feet near structure S-160 due to impoundment of water. Elsewhere, levels have generally decreased by 2 to 4 feet. Some minor changes in water quality have occurred. Some of the changes, however, may be attributed to factors other than canal construction. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844222","usgsCitation":"Knutilla, R., and Corral, M.A., 1984, Impacts of the Tampa Bypass Canal system on the areal hydrology, Hillsborough County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4222, vi, 65 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844222.","productDescription":"vi, 65 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122936,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4222/report-thumb.jpg"},{"id":56902,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4222/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a04e4b07f02db5f854c","contributors":{"authors":[{"text":"Knutilla, R. L.","contributorId":65451,"corporation":false,"usgs":true,"family":"Knutilla","given":"R. L.","affiliations":[],"preferred":false,"id":199189,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Corral, M. A.","contributorId":25201,"corporation":false,"usgs":true,"family":"Corral","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199188,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29639,"text":"wri844118 - 1984 - Hydrology of the Tertiary-Cretaceous aquifer system in the vicinity of Fort Rucker Aviation Center, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri844118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4118","title":"Hydrology of the Tertiary-Cretaceous aquifer system in the vicinity of Fort Rucker Aviation Center, Alabama","docAbstract":"Fort Rucker Aviation Center, built in 1941-42, uses ground water for its water supply. The demand for water began to exceed the capacity of the well field in 1976. The Tertiary-Cretaceous aquifer system in the Fort Rucker area consists of an upper and lower aquifer. The upper aquifer consists of the basal part of the Tuscahoma Sand, the Nanafalia and Clayton Formations, and the upper part of the Providence Sand. The lower aquifer consists of the lower part of the Providence Sand and the Ripley Formation. Most large capacity (greater than 100 gal/min (gallons per minute)) wells in the Fort Rucker area are developed in one of these aquifers, and produce 500 gal/min or more. An aquifer test made at Fort Rucker during the study indicates that the transmissivity of the upper aquifer is about 7,000 ft sq/d (feet squared per day). This test and a potentiometric map of the area indicate that wells spaced too closely together is a major problem at pumping centers in the study area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844118","usgsCitation":"Scott, J.C., Law, L., and Cobb, R., 1984, Hydrology of the Tertiary-Cretaceous aquifer system in the vicinity of Fort Rucker Aviation Center, Alabama: U.S. Geological Survey Water-Resources Investigations Report 84-4118, v, 221 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844118.","productDescription":"v, 221 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122685,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4118/report-thumb.jpg"},{"id":58462,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4118/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdb2b","contributors":{"authors":[{"text":"Scott, J. C.","contributorId":75901,"corporation":false,"usgs":true,"family":"Scott","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201863,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Law, L.R.","contributorId":71596,"corporation":false,"usgs":true,"family":"Law","given":"L.R.","email":"","affiliations":[],"preferred":false,"id":201862,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cobb, Riley","contributorId":107325,"corporation":false,"usgs":true,"family":"Cobb","given":"Riley","email":"","affiliations":[],"preferred":false,"id":201864,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29285,"text":"wri834215 - 1984 - Ground-water hydrology and quality before and after strip mining of a small watershed in Jefferson County, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri834215","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4215","title":"Ground-water hydrology and quality before and after strip mining of a small watershed in Jefferson County, Ohio","docAbstract":"Ground-water conditions before and after surface mining of a small watershed are described as part of a study to determine the effects of mining on hydrologic systems. The watershed was underlain by stratified sedimentary rocks containing local aquifers above shaley clay beds associated with the major coal seams. Mining involved removing the overburden rocks, including most of the top aquifer, stripping the coal, and recontouring the overburden spoils to the approximate premining shape of the watershed. Replacement of the top aquifer by spoils during regrading has caused many changes in recharge and discharge rates, saturated thickness, aquifer characteristics, and water quality. In the middle aquifer there were changes in saturated thickness and water quality. Resaturation of the top-aquifer spoils during and after reclamation has been slow. Saturated thicknesses have ranged from zero initially after mining to 4 feet after 1 1/2 years. Water levels in the middle aquifer have risen from a few feet to 40 feet. Water quality generally has been degraded: concentrations of bicarbonate, calcium, magnesium , chloride, iron, manganese, sulfate, and dissolved solids have increased. Premining water types remained about the same after mining, except for some changes from bicarbonate type to sulfate type. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834215","usgsCitation":"Razem, A., 1984, Ground-water hydrology and quality before and after strip mining of a small watershed in Jefferson County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4215, v, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834215.","productDescription":"v, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124212,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4215/report-thumb.jpg"},{"id":58130,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4215/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db668195","contributors":{"authors":[{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":201281,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44497,"text":"wri844227 - 1984 - Hydrologic maps of the Price 30 x 60-minute quadrangle, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:04:52","indexId":"wri844227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4227","title":"Hydrologic maps of the Price 30 x 60-minute quadrangle, Utah","docAbstract":"Four hydrologic maps of the Price 30 x 60-minute quadrangle, Utah show that the hydrology of the area is extremely variable. Normal annual precipitation ranges from less than 8 to more than 25 inches. Corresponding ranges are less than 0.1 to more than 5 inches for average annual runoff, 0.1 to 3.0 acre-ft/sq mi/yr for sediment yield, less than 200 to more than 6,000 milligrams/L for concentrations of dissolved solids in streamflow, and less than 500 to more than 2,000 milligrams/L for concentrations of dissolved solids in shallow groundwater. Variations in the hydrologic characteristics result from differences in geology, precipitation, soils, vegetative cover, and land use. (USGS)","language":"ENGLISH","doi":"10.3133/wri844227","usgsCitation":"McCormack, H., Lindskov, K., and Stolp, B., 1984, Hydrologic maps of the Price 30 x 60-minute quadrangle, Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4227, 4 maps : col. ; 56 x 86 cm., on sheets 73 x 124 cm. and smaller, https://doi.org/10.3133/wri844227.","productDescription":"4 maps : col. ; 56 x 86 cm., on sheets 73 x 124 cm. and smaller","costCenters":[],"links":[{"id":134984,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4227/report-thumb.jpg"},{"id":81865,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4227/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6066c8","contributors":{"authors":[{"text":"McCormack, H.F.","contributorId":93453,"corporation":false,"usgs":true,"family":"McCormack","given":"H.F.","email":"","affiliations":[],"preferred":false,"id":229883,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":229882,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stolp, Bernard J. 0000-0003-3803-1497","orcid":"https://orcid.org/0000-0003-3803-1497","contributorId":71942,"corporation":false,"usgs":true,"family":"Stolp","given":"Bernard J.","affiliations":[],"preferred":false,"id":229881,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44475,"text":"wri844269 - 1984 - Water-table contours, directions of ground-water movement, and measurements of inflow to American Falls Reservoir, southeastern Idaho, April 1984","interactions":[],"lastModifiedDate":"2022-09-20T19:00:52.652533","indexId":"wri844269","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4269","title":"Water-table contours, directions of ground-water movement, and measurements of inflow to American Falls Reservoir, southeastern Idaho, April 1984","docAbstract":"In 1978 the U.S. Geological Survey began a 5-year study of the High Plains regional aquifer system to provide hydrologic information for evaluating the effects of long-term development of the aquifer and to develop a capability for predicting aquifer response to alternative changes in ground-water management. By use of a digital model, this report presents a quantitative description of the High Plains aquifer in Oklahoma.\r\nThe High Plains aquifer consists predominantly of the Tertiary Ogallala Formation and overlying Quaternary alluvium and terrace deposits which are hydraulically connected to the High Plains aquifer. Much of the aquifer is underlain by formations of Permian through Cretaceous age, which generally have very small hydraulic conductivities. In some areas parts of underlying Triassic, Jurassic, or Cretaceous rocks are hydraulically connected with the aquifer. The High Plains aquifer is a water-table aquifer in which water moves generally to the east-southeast. Before the beginning of extensive irrigation of the 1960's, the aquifer was essentially in dynamic equilibrium with recharge from precipitation balanced by natural discharge from the aquifer. Ground-water discharge appeared in streams leaving the area or was returned to the atmosphere through evapotranspiration.\r\n\r\nAccurate records of irrigation pumpage are not available from the High Plains. In order to estimate irrigation pumpage, published records of crop distribution were used and a consumptive use was assigned to each principal irrigated crop. This method gave an estimated irrigation demand. Pumpage was taken as a percentage of the total irrigation demand. Irrigation has decreased ground-water discharge from the High Plains aquifer. Ground-water discharge was estimated as approximately 118 cubic feet per second in 1980.\r\n\r\nA finite-difference digital model was used to simulate flow in the High Plains aquifer. The recharge was adjusted so that 1980 ground-water discharge was 118 cubic feet per second, the estimated ground-water discharge for 1980. Recharge in the eastern half of the modeled area was 0.45 inch per year; one-half this value was used in the western half of the modeled area. Hydraulic conductivity was divided into three zones: 19.3 feet per day in the eastern zone; 16.2 feet per day in the central zone; and 8.28 feet per day in the western zone. A specific yield of 14.7 percent was used in the model. Using all these parameters, the model was calibrated so that the mean difference between predevelopment modeled and measured head was -0.044 foot.\r\n\r\nFollowing the calibration procedure, the model was used to predict the volumes of water in storage and distribution of saturated thickness in 1993 and 2020 using the 1980 pumping rates. The calculated quantity of water in storage in the aquifer in 1941 (predevelopment) was approximately 135.2 million acre-feet; in 1980, approximately 121.9 million acre-feet; in 1993 approximately 112.7 million acre-feet; and in 2020, approximately 96.2 million acre-feet.\r\n\r\nThe High Plains aquifer in Oklahoma will continue to be an important source of water past the year 2000. As withdrawals continue from the aquifer at the present rate, the water table will continue to decline and when the water table drops below the streambed in any part of the area, ground-water discharge to streams will cease in that area. Based on the calculated volumes of water in storage, the volume of water remaining in storage as compared to the predevelopment volume is as follows: 90 percent in 1980, 83 percent in 1993, and 71 percent in 2020.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844269","usgsCitation":"Young, H., 1984, Water-table contours, directions of ground-water movement, and measurements of inflow to American Falls Reservoir, southeastern Idaho, April 1984: U.S. Geological Survey Water-Resources Investigations Report 84-4269, 1 Plate: 37.47 × 28.31 inches, https://doi.org/10.3133/wri844269.","productDescription":"1 Plate: 37.47 × 28.31 inches","costCenters":[],"links":[{"id":134876,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81830,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4269/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407077,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36113.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Idaho","otherGeospatial":"American Falls Reservoir","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.9559326171875,\n              42.736926481692684\n            ],\n            [\n              -112.39837646484375,\n              42.736926481692684\n            ],\n            [\n              -112.39837646484375,\n              43.1450861841603\n            ],\n            [\n              -112.9559326171875,\n              43.1450861841603\n            ],\n            [\n              -112.9559326171875,\n              42.736926481692684\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d1f","contributors":{"authors":[{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":229839,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29677,"text":"wri844156 - 1984 - Hydrology and sediment transport, Moanalua Valley, Oahu, Hawaii","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri844156","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4156","title":"Hydrology and sediment transport, Moanalua Valley, Oahu, Hawaii","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844156","usgsCitation":"Shade, P., 1984, Hydrology and sediment transport, Moanalua Valley, Oahu, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 84-4156, vi, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844156.","productDescription":"vi, 54 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122594,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4156/report-thumb.jpg"},{"id":58505,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4156/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605030","contributors":{"authors":[{"text":"Shade, P.J.","contributorId":36599,"corporation":false,"usgs":true,"family":"Shade","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":201941,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":47681,"text":"wri844357 - 1984 - Percentage change in saturated thickness of the High Plains Aquifer, west-central Kansas, 1950 to average 1982-84","interactions":[],"lastModifiedDate":"2018-11-08T09:38:52","indexId":"wri844357","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4357","title":"Percentage change in saturated thickness of the High Plains Aquifer, west-central Kansas, 1950 to average 1982-84","docAbstract":"<p>Continuing studies are being made in west-central Kansas to provide up-to-date information to aid in the management of ground water for irrigation.&nbsp; This report, prepared in cooperation with the Western Kansas Groundwater Management District No. 1, presents the fourth in a series of studies that uses a statistical technique, called kriging, to produce hydrologic maps that are used as management tools.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844357","usgsCitation":"Pabst, M.E., and Dague, B.J., 1984, Percentage change in saturated thickness of the High Plains Aquifer, west-central Kansas, 1950 to average 1982-84: U.S. Geological Survey Water-Resources Investigations Report 84-4357, 54.74 x 32.53 inches, https://doi.org/10.3133/wri844357.","productDescription":"54.74 x 32.53 inches","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":359298,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4357/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":162593,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4357/report-thumb.jpg"}],"country":"United States","state":"Kansas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -102,\n              38.3\n            ],\n            [\n              -100.245,\n              38.3\n            ],\n            [\n              -100.25,\n              38.55\n            ],\n            [\n              -102,\n              38.55\n            ],\n            [\n              -102,\n              38.3\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688732","contributors":{"authors":[{"text":"Pabst, Marilyn E.","contributorId":25566,"corporation":false,"usgs":true,"family":"Pabst","given":"Marilyn","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":235997,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dague, Barbara J.","contributorId":84811,"corporation":false,"usgs":true,"family":"Dague","given":"Barbara","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":725478,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27287,"text":"wri844327 - 1984 - Evaluation of the ground-water resources of parts of Lancaster and Berks Counties, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T10:30:37","indexId":"wri844327","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4327","title":"Evaluation of the ground-water resources of parts of Lancaster and Berks Counties, Pennsylvania","docAbstract":"Secondary openings in bedrock are the avenues for virtually all ground-water flow in a 626-sqare-mile area in Lancaster and Berks Counties, Pennsylvania. The number, size, and interconnection of secondary openings are functions of lithology, depth, and topography. Ground water actively circulates to depths of 150 to 300 feet below land surface. Total average annual ground-water recharge for the area is 388 million gallons per day, most of which discharges to streams from local, unconfined flow systems. \r\n\r\n      A digital ground-water flow model was developed to simulate unconfined flow under several different recharge and withdrawal scenarios. On the basis of lithologic and hydrologic differences, the modeled area was sub-divided into 22 hydrogeologic units. A finite-difference grid with rectangular blocks, each 2,015 by 2,332 feet, was used. The model was calibrated under steady-state and transient conditions. The steady-state calibration was used to determine hydraulic conductivities and stream leakage coefficients and the transient calibration was used to determine specific yields. \r\n\r\n      The 22 hydrogeologic units fall into four general lithologies: Carbonate rocks, metamorphic rocks, Paleozoic sedimentary rocks, and Triassic sedimentary rocks. Average hydraulic conductivity ranges from about 8.8 feet per day in carbonate units to about .5 feet per day in metamorphic units. The Stonehenge Formation (limestone) has the greatest average hydraulic conductivity--85.2 feet per day in carbonate units to about 0.11 feet per day in the greatest gaining-strem leakage coefficient--16.81 feet per day. Specific yield ranges from 0.06 to 0.09 in carbonate units, and is 0.02 to 0.015, and 0.012 in metamorphic, Paleozoic sedimentary, and Triassic sedimentary units, respectively. \r\n\r\n      Transient simulations were made to determine the effects of four different combinations of natural and artificial stresses. Natural aquifer conditions (no ground-water withdrawals) and actual aquifer conditions (current ground-water withdrawals) were simulated for two years under normal seasonal and hypothetical drought (60-percent reduction in winter-spring recharge) conditions. \r\n\r\n      In October, 6 months after the hypothetical drought, simulated declines in water-table altitude due to the drought occurred everywhere and ranged from a median of 3.6 feet in carbonate units to 8.7 feet in carbonate units. Simulated base flows for five major streams were reduced by 33 to 51 percent during the hypothetical drought. \r\n\r\n      Also in October, maximum simulated declines in water-table altitude due to ground-water withdrawls ranged from 33 feet in carbonate units to 79 feet in Triassic sedimentary units. Simulated base flows for five major streams were reduced by the amount of ground water withdrawn. \r\n\r\n      Finally, again in October, maximum simulated declines in water-table altitude due to the combination of hypothetical drought and ground-water withdrawls ranged from 38 feet in carbonate units to 109 feet in Triassic sedimentary units. Due to aquifer dewatering, simulated declines were as much as 24 feet greater than the sum of the separate simulated declines that were caused by hypothetical drought and ground-water withdrawals. Some of the greatest simulated declines were in well fields, operated by three municipalities that experienced water-supply problems during the 1980-81 drought.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844327","usgsCitation":"Gerhart, J.M., and Lazorchick, G., 1984, Evaluation of the ground-water resources of parts of Lancaster and Berks Counties, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 84-4327, vii, 136 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844327.","productDescription":"vii, 136 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":56170,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4327/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56169,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56165,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56166,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56167,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124691,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4327/report-thumb.jpg"},{"id":56168,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611ae6","contributors":{"authors":[{"text":"Gerhart, J. M.","contributorId":12855,"corporation":false,"usgs":true,"family":"Gerhart","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":197854,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lazorchick, G.J.","contributorId":100391,"corporation":false,"usgs":true,"family":"Lazorchick","given":"G.J.","affiliations":[],"preferred":false,"id":197855,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29712,"text":"wri834049 - 1984 - Design of a ground-water-quality monitoring network for the Salinas River basin, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri834049","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4049","title":"Design of a ground-water-quality monitoring network for the Salinas River basin, California","docAbstract":"A regional ground-water quality monitoring network for the entire Salinas River drainage basin was designed to meet the needs of the California State Water Resources Control Board. The project included phase 1--identifying monitoring networks that exist in the region; phase 2--collecting information about the wells in each network; and phase 3--studying the factors--such as geology, land use, hydrology, and geohydrology--that influence the ground-water quality, and designing a regional network. This report is the major product of phase 3. Based on the authors ' understanding of the ground-water-quality monitoring system and input from local offices, an ideal network was designed. The proposed network includes 317 wells and 8 stream-gaging stations. Because limited funds are available to implement the monitoring network, the proposed network is designed to correspond to the ideal network insofar as practicable, and is composed mainly of 214 wells that are already being monitored by a local agency. In areas where network wells are not available, arrangements will be made to add wells to local networks. The data collected by this network will be used to assess the ground-water quality of the entire Salinas River drainage basin. After 2 years of data are collected, the network will be evaluated to test whether it is meeting the network objectives. Subsequent network evaluations will be done very 5 years. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834049","usgsCitation":"Showalter, P.K., Akers, J.P., and Swain, L., 1984, Design of a ground-water-quality monitoring network for the Salinas River basin, California: U.S. Geological Survey Water-Resources Investigations Report 83-4049, vi, 74 p. :ill., maps (1 col.) ; 28 cm., https://doi.org/10.3133/wri834049.","productDescription":"vi, 74 p. :ill., maps (1 col.) ; 28 cm.","costCenters":[],"links":[{"id":123696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4049/report-thumb.jpg"},{"id":58530,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4049/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667dfa","contributors":{"authors":[{"text":"Showalter, P. K.","contributorId":61445,"corporation":false,"usgs":true,"family":"Showalter","given":"P.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":201993,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Akers, J. P.","contributorId":82678,"corporation":false,"usgs":true,"family":"Akers","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":201994,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Swain, L.A.","contributorId":11249,"corporation":false,"usgs":true,"family":"Swain","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":201992,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26314,"text":"wri834121A - 1984 - Maps showing ground-water units and withdrawal, Basin and Range Province, Texas","interactions":[],"lastModifiedDate":"2016-08-22T11:36:07","indexId":"wri834121A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4121","chapter":"A","title":"Maps showing ground-water units and withdrawal, Basin and Range Province, Texas","docAbstract":"<p>This report on ground-water units and withdrawal in the Basin and Range province of Texas (see index map) was prepared as part of a program of the U.S. Geological Survey to identify prospective regions for further study relative to isolation of high-level nuclear waste (Bedinger, Sargent, and Reed, 1984), utilizing program guidelines defined in Sargent and Bedinger (1984). Also included in this report are selected references on pertinent geologic and hydrologic studies of the region. Other map reports in this series contain detailed data on ground-water quality, surface distribution of selected rock types, tectonic conditions, areal geophysics, Pleistocene lakes and marshes, and mineral and energy resources.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834121A","usgsCitation":"Brady, B.T., Bedinger, M.S., and Mikels, J., 1984, Maps showing ground-water units and withdrawal, Basin and Range Province, Texas: U.S. Geological Survey Water-Resources Investigations Report 83-4121, 6 p., https://doi.org/10.3133/wri834121A.","productDescription":"6 p.","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":55112,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4121a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55113,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4121a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118754,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4121a/report-thumb.jpg"}],"country":"United States","state":"Texas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605aa4","contributors":{"authors":[{"text":"Brady, B. T.","contributorId":93047,"corporation":false,"usgs":true,"family":"Brady","given":"B.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196159,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":196158,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mikels, John","contributorId":24817,"corporation":false,"usgs":true,"family":"Mikels","given":"John","email":"","affiliations":[],"preferred":false,"id":196157,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25393,"text":"wri834280 - 1984 - Analysis of the Carmel Valley alluvial ground-water basin, Monterey County, California","interactions":[],"lastModifiedDate":"2012-10-24T17:16:13","indexId":"wri834280","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4280","title":"Analysis of the Carmel Valley alluvial ground-water basin, Monterey County, California","docAbstract":"A two-dimensional, finite-element, digital model was developed for the Carmel Valley alluvial ground-water basin using measured, computed, and estimated discharge and recharge data for the basin. Discharge data included evapotranspiration by phreatophytes and agricultural, municipal, and domestic pumpage. Recharge data included river leakage, tributary runoff, and pumping return flow. Recharge from subsurface boundary flow and rainfall infiltration was assumed to be insignificant. From 1974 through 1978, the annual pumping rate ranged from 5,900 to 9,100 acre-feet per year with 55 percent allotted to municipal use principally exported out of the valley, 44 percent to agricultural use, and 1 percent to domestic use. The pumpage return flow within the valley ranged from 900 to 1,500 acre-feet per year. The aquifer properties of transmissivity (about 5,900 feet squared per day) and of the storage coefficient (0.19) were estimated from an average alluvial thickness of 75 feet and from less well-defined data on specific capacity and grain-size distribution. During calibration the values estimated for hydraulic conductivity and storage coefficient for the lower valley were reduced because of the smaller grain size there. The river characteristics were based on field and laboratory analyses of hydraulic conductivity and on altitude survey data. The model is intended principally for simulation of flow conditions using monthly time steps. Time variations in transmissivity and short-term, highrecharge potential are included in the model. The years 1974 through 1978 (including \"pre-\" and \"post-\" drought) were selected because of the extreme fluctuation in water levels between the low levels measured during dry years and the above-normal water levels measured during the preceding and following wet years. Also, during this time more hydrologic information was available. Significantly, computed water levels were generally within a few feet of the measured levels, and computed flows were close to gaged riverflows for this simulation. However, the nonuniqueness of solutions with respect to different sets of data indicates the model does not necessarily validate the correctness of the individual variables. The model might be improved with additional knowledge of the distribution of confining sediments in the lower end of the valley and the aquifer properties above and below them. The solution algorithm could account for confinement or partial confinement in the lower end of the valley plus contributions from the Tularcitos aquifer.","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Sacramento, CA","doi":"10.3133/wri834280","collaboration":"Prepared in cooperation with the Monterey Peninsula Water Management District","usgsCitation":"Kapple, G.W., Mitten, H.T., Durbin, T.J., and Johnson, M.J., 1984, Analysis of the Carmel Valley alluvial ground-water basin, Monterey County, California: U.S. Geological Survey Water-Resources Investigations Report 83-4280, v, 45 p.; 1 Plate: 42 x 58.76 inches, https://doi.org/10.3133/wri834280.","productDescription":"v, 45 p.; 1 Plate: 42 x 58.76 inches","numberOfPages":"50","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":123561,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4280/report-thumb.jpg"},{"id":262770,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4280/wri834280_plate1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54125,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4280/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Monterey","otherGeospatial":"Carmel Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122.0,36.25 ], [ -122.0,36.75 ], [ -121.5,36.75 ], [ -121.5,36.25 ], [ -122.0,36.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db6800a2","contributors":{"authors":[{"text":"Kapple, Glenn W.","contributorId":89567,"corporation":false,"usgs":true,"family":"Kapple","given":"Glenn","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":193507,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mitten, Hugh T.","contributorId":103652,"corporation":false,"usgs":true,"family":"Mitten","given":"Hugh","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":193508,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Durbin, Timothy J.","contributorId":63373,"corporation":false,"usgs":true,"family":"Durbin","given":"Timothy","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":193506,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Johnson, Michael J. johnsonm@usgs.gov","contributorId":2282,"corporation":false,"usgs":true,"family":"Johnson","given":"Michael","email":"johnsonm@usgs.gov","middleInitial":"J.","affiliations":[{"id":17705,"text":"Wetland and Aquatic Research Center","active":true,"usgs":true}],"preferred":true,"id":193505,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":43479,"text":"ofr84430 - 1984 - Index of hydrologic data for selected sites in Dade County, Florida, 1923-80","interactions":[],"lastModifiedDate":"2012-02-02T00:10:28","indexId":"ofr84430","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-430","title":"Index of hydrologic data for selected sites in Dade County, Florida, 1923-80","docAbstract":"A comprehensive assessment of the surficial aquifers of southeast Florida, including the Biscayne aquifer, was begun in 1979 by the U.S. Geological Survey, in cooperation with the South Florida Water Management District. In the initial phase of the study, an inventory was made of existing data available in the files of the U.S. Geological Survey and other public agencies of Dade, Broward, and Palm Beach Counties. This report indexes, through tables and maps, the ground-water quality, ground-water level, surface-water stage, and geologic data bases for Dade County. (USGS)","language":"ENGLISH","doi":"10.3133/ofr84430","usgsCitation":"Sonenshein, R., Causaras, C., and Fish, J.E., 1984, Index of hydrologic data for selected sites in Dade County, Florida, 1923-80: U.S. Geological Survey Open-File Report 84-430, 10 maps on 3 sheets :photocopy ;52 x 43 cm. and smaller on sheets 60 x 112 cm., folded in envelope 32 x 23 cm., https://doi.org/10.3133/ofr84430.","productDescription":"10 maps on 3 sheets :photocopy ;52 x 43 cm. and smaller on sheets 60 x 112 cm., folded in envelope 32 x 23 cm.","costCenters":[],"links":[{"id":173448,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81142,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0430/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81143,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0430/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81144,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0430/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f4293","contributors":{"authors":[{"text":"Sonenshein, R.S.","contributorId":10415,"corporation":false,"usgs":true,"family":"Sonenshein","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":228264,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Causaras, C. R.","contributorId":66679,"corporation":false,"usgs":true,"family":"Causaras","given":"C. R.","affiliations":[],"preferred":false,"id":228265,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fish, John E.","contributorId":85184,"corporation":false,"usgs":true,"family":"Fish","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":228266,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27773,"text":"wri844051 - 1984 - Effects of urbanization on three ponds in Middleton, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-19T15:36:40","indexId":"wri844051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4051","title":"Effects of urbanization on three ponds in Middleton, Wisconsin","docAbstract":"<p>A digital hydrologic model was used to simulate the effects of future residential development on pond inflow volumes and resulting water levels of three ponds in Middleton, Wisconsin. The model computed the daily water budget and the resulting water level for each pond. The results of the model calibration are presented in the report, along with the existing watershed hydrologic conditions and runoff volumes for the 1982 study period. Data was collected during 1982 to claibrate the model; the data included pond stage, ground-water levels, precipitation and other meteorological characteristics. In addition, water-quality samples were collected at each pond to characterize the water quality. Simulation of pond levels with the 1982 rainfall and fully developed watersheds did not result in stages greater than those observed in 1982. Simulation of pond levels with rainfall having a 20-year recurrence interval (1978) and hypothetical, fully developed watersheds resulted in maximum pond stages above those observed in 1982. Peak stage of Tiedeman 's Pond would increase by 2.77 feet, Stricker 's Pond by 3.91 feet, and Esser 's Pond by 1.44 feet. Simulation of pond levels with an estimated 100-year rainfall and hyopthetical, fully developed watersheds would result in peak stage increases of 5.30, 5.32, and 1.97 feet above the peak 1982 observed stages for Tiedeman's, Stricker's, and Esser 's Ponds, respectively. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844051","usgsCitation":"House, L.B., 1984, Effects of urbanization on three ponds in Middleton, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 84-4051, Report: iv, 17 p.; 1 Plate: 34.50 x 18.25 inches, https://doi.org/10.3133/wri844051.","productDescription":"Report: iv, 17 p.; 1 Plate: 34.50 x 18.25 inches","numberOfPages":"21","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[],"links":[{"id":56616,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4051/report-thumb.jpg"},{"id":56615,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Dane","city":"Middleton","otherGeospatial":"Esser's Pond, Stricker's Pond, Tiedeman's Pond","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.52638626098633,\n              43.07948352439867\n            ],\n            [\n              -89.52638626098633,\n              43.098914753540164\n            ],\n            [\n              -89.49402809143066,\n              43.098914753540164\n            ],\n            [\n              -89.49402809143066,\n              43.07948352439867\n            ],\n            [\n              -89.52638626098633,\n              43.07948352439867\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6024e2","contributors":{"authors":[{"text":"House, Leo B.","contributorId":70766,"corporation":false,"usgs":true,"family":"House","given":"Leo","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198668,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26306,"text":"wri824088 - 1984 - Ground water in the Dickson area of the western Highland Rim of Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri824088","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4088","title":"Ground water in the Dickson area of the western Highland Rim of Tennessee","docAbstract":"A hydrologic study of the Dickson, Tennessee, area provided additional information on the occurrence of ground water in the Mississippian carbonate rocks of the western Highland Rim. Twenty-six test wells were drilled to determine the occurrence of ground water in relation to topographic position, regolith thickness, streamflow gains or losses, and the lithology of the underlying formations. Yields to 26 test wells ranged from 0 to about 300 gal/min and averaged about 68 gal/mi. Nine wells yielded 80 to about 300 gal/min; their specific capacities ranged from about 0.71 to 12.7 (gal/min)/ft of drawdown. Seven of these nine wells yielded water from solution openings in the Warsaw Limestone. The other two wells yielded water from gravel and sand in the regolith. Yield-specific-capacity tests were made on two wells. One well was pumped at an average rate of 350 gal/min for 72 hours with 39.77 feet of drawdown. The second well was pumped for 8 hours at 120 gal/min with 20.86 feet of drawdown. The water from both wells was generally of good quality. Dissolved solids concentrations were less than 200 mg/L. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824088","usgsCitation":"Bradley, M.W., 1984, Ground water in the Dickson area of the western Highland Rim of Tennessee: U.S. Geological Survey Water-Resources Investigations Report 82-4088, v, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824088.","productDescription":"v, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2000,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri824088","linkFileType":{"id":5,"text":"html"}},{"id":123763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_82_4088.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d99c","contributors":{"authors":[{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196147,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28300,"text":"wri844027 - 1984 - Generalized skew coefficient for flood frequency computations for the State of Hawaii","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri844027","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4027","title":"Generalized skew coefficient for flood frequency computations for the State of Hawaii","docAbstract":"In 1976, the Hydrology Committee of the U.S. Water Resources Council estimated a generalized skew coefficient for flood frequency computations of -0.05 for the State of Hawaii. This value is the average of 30 stream gaging stations with 25 or more years of record through water year 1973. This report updates the generalized skew coefficient for the State of Hawaii to -0.14. It is the average of 68 stream gaging stations with 25 or more years of record. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844027","usgsCitation":"Lee, R., 1984, Generalized skew coefficient for flood frequency computations for the State of Hawaii: U.S. Geological Survey Water-Resources Investigations Report 84-4027, iv, 21 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844027.","productDescription":"iv, 21 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124057,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4027/report-thumb.jpg"},{"id":57114,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae3d8","contributors":{"authors":[{"text":"Lee, Reuben","contributorId":12896,"corporation":false,"usgs":true,"family":"Lee","given":"Reuben","email":"","affiliations":[],"preferred":false,"id":199551,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30825,"text":"ofr84460 - 1984 - Hydrologic data on the Pueblos of Jemez, Zia, and Santa Ana, Sandoval County, New Mexico","interactions":[],"lastModifiedDate":"2022-09-02T21:18:34.009685","indexId":"ofr84460","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-460","title":"Hydrologic data on the Pueblos of Jemez, Zia, and Santa Ana, Sandoval County, New Mexico","docAbstract":"<p>This report presents currently available geohydrologic data on the Pueblos of Jemez, Zia, and Santa Ana. Data about the occurrence, quantity, and quality of water from wells, springs, and streams are presented in nine tables. Data are tabulated for 73 wells and 39 springs. Water quality analyses are presented for 26 wells and 19 springs. The location of data sites, water level altitudes for wells, land surface altitudes at springs, water quality data, and other information are shown on two plates. These data provide a base with which to better define the water resources of the three pueblos.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84460","usgsCitation":"Craigg, S.D., 1984, Hydrologic data on the Pueblos of Jemez, Zia, and Santa Ana, Sandoval County, New Mexico: U.S. Geological Survey Open-File Report 84-460, Report: iv, 34 p.; 2 Plates: 24.33 × 34.36 inches and 24.33 × 34.46 inches, https://doi.org/10.3133/ofr84460.","productDescription":"Report: iv, 34 p.; 2 Plates: 24.33 × 34.36 inches and 24.33 × 34.46 inches","costCenters":[],"links":[{"id":406187,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_27297.htm","linkFileType":{"id":5,"text":"html"}},{"id":59550,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0460/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59549,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0460/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59548,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0460/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160905,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0460/report-thumb.jpg"}],"country":"United States","state":"New Mexico","county":"Sandoval County","otherGeospatial":"Pueblos of Jemez, Zia, and Santa Ana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -107,\n              35.331\n            ],\n            [\n              -106.375,\n              35.331\n            ],\n            [\n              -106.375,\n              35.875\n            ],\n            [\n              -107,\n              35.875\n            ],\n            [\n              -107,\n              35.331\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607371","contributors":{"authors":[{"text":"Craigg, S. D.","contributorId":59839,"corporation":false,"usgs":true,"family":"Craigg","given":"S.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":204082,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26263,"text":"wri844256 - 1984 - Hydrology of a surface coal mined area in Randolph County, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"wri844256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4256","title":"Hydrology of a surface coal mined area in Randolph County, Illinois","docAbstract":"Ground water was monitored from October 1980 to April 1983 and surface water was monitored from October 1980 to September 1982 in the 0.6-square-mile basin of Plum Creek Tributary in Randolph County, Illinois, to determine effects of surface mining for coal. During the study period, the basin was being surfaced mined. The mine pit advanced about 100 feet into the basin every month, reducing the basin 's drainage area from an initial area of 0.6 square mile in October 1980 to 0.2 square mile in May 1982. The average daily flow of Plum Creek Tributary was 0.49 cubic foot per second. Periods of no flow occurred 18 percent of the time. Total recoverable iron at Plum Creek Tributary exceeded the Illinois Environmental Protection Agency 's (IEPA) effluent standards. Mining activity may have been the cause. Ground-water levels of nine wells declined during the monitored period. The largest was a 35-foot decline in 16 months. Ground-water samples had dissolved-solids concentration that exceeded the IEPA 's limit for potable supply for all geohydrologic units except the unconsolidated sand. Chloride concentrations exceeded IEPA 's limits in all bedrock units except for a limestone unit. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844256","usgsCitation":"Borghese, J., and Klinger, A.R., 1984, Hydrology of a surface coal mined area in Randolph County, Illinois: U.S. Geological Survey Water-Resources Investigations Report 84-4256, iv, 36 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844256.","productDescription":"iv, 36 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122908,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4256/report-thumb.jpg"},{"id":55074,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4256/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ce4b07f02db6a95fc","contributors":{"authors":[{"text":"Borghese, J.V.","contributorId":16458,"corporation":false,"usgs":true,"family":"Borghese","given":"J.V.","email":"","affiliations":[],"preferred":false,"id":196079,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Klinger, A. R.","contributorId":63431,"corporation":false,"usgs":true,"family":"Klinger","given":"A.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196080,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27966,"text":"wri834239 - 1984 - An overview of ground-water quality data in Wisconsin","interactions":[],"lastModifiedDate":"2015-10-19T15:40:40","indexId":"wri834239","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4239","title":"An overview of ground-water quality data in Wisconsin","docAbstract":"<p>This report contains a summary of ground-water-quality data for Wisconsin and an evaluation of the adequacy of these data for assessing the impact of land disposal of wastes on ground-water quality. Chemical analyses used in data summaries were limited to those stored in the USGS computer system (WATSTORE). Information on documented instances of ground-water contamination and sources of potential contamination from land disposal of wastes was provided by the Wisconsin Department of Natural Resources. Available data provide an overview of ground water quality but may be insufficient for assessment of ground-water contamination from land disposal of wastes. Many sources of potential ground-water contamination (landfills, surface waste-storage impoundments, and buried tanks) are known. Some of these are probably causing local ground-water contamination that is not apparent from available regional data. Information needs for assessment of ground-water contamination from land disposal of wastes include improved understanding of both ground-water hydrology and the chemical behavior of specific contaminants in the environment. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834239","usgsCitation":"Kammerer, P.A., 1984, An overview of ground-water quality data in Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 83-4239, v, 58 p., https://doi.org/10.3133/wri834239.","productDescription":"v, 58 p.","numberOfPages":"64","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":124124,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4239/report-thumb.jpg"},{"id":56784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4239/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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