{"pageNumber":"194","pageRowStart":"4825","pageSize":"25","recordCount":6233,"records":[{"id":19706,"text":"ofr89247 - 1989 - Streamflow and water-quality data for Little Clearfield Creek basin, Clearfield County, Pennsylvania, December 1987 - November 1988","interactions":[],"lastModifiedDate":"2017-06-22T10:54:58","indexId":"ofr89247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-247","title":"Streamflow and water-quality data for Little Clearfield Creek basin, Clearfield County, Pennsylvania, December 1987 - November 1988","docAbstract":"Streamflow and water quality data were collected throughout the Little Clearfield Creek basin, Clearfield County, Pennsylvania, from December 1987 through November 1988, to determine the existing quality of surface water over a range of hydrologic conditions. This data will assist the Pennsylvania Department of Environmental Resources during its review of coal mine permit applications. A water quality station near the mouth of Little Clearfield Creek provided continuous record of stream stage, pH, specific conductance, and water temperature. Monthly water quality samples collected at this station were analyzed for total and dissolved metals, nutrients, major cations, and suspended sediment concentrations. Seventeen partial record sites, located throughout the basin, were similarly sampled four times during the study. Streamflow and water quality data obtained at these sites during a winter base flow, a spring storm event, a low summer base flow, and a more moderate summer base flow also are presented. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89247","usgsCitation":"Kostelnik, K.M., and Durlin, R., 1989, Streamflow and water-quality data for Little Clearfield Creek basin, Clearfield County, Pennsylvania, December 1987 - November 1988: U.S. Geological Survey Open-File Report 89-247, vi, 30 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89247.","productDescription":"vi, 30 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":153870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0247/report-thumb.jpg"},{"id":49184,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e86","contributors":{"authors":[{"text":"Kostelnik, K. M.","contributorId":34951,"corporation":false,"usgs":true,"family":"Kostelnik","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":181368,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Durlin, R.R.","contributorId":67116,"corporation":false,"usgs":true,"family":"Durlin","given":"R.R.","affiliations":[],"preferred":false,"id":181369,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19641,"text":"ofr89264 - 1989 - Water-related scientific activities of the U.S. Geological Survey in Nevada, fiscal years 1985-89","interactions":[],"lastModifiedDate":"2012-02-02T00:07:39","indexId":"ofr89264","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-264","title":"Water-related scientific activities of the U.S. Geological Survey in Nevada, fiscal years 1985-89","docAbstract":"The U.S. Geological Survey has been collecting water resources data in Nevada since 1890. Most of the projects in the current Nevada District program can be classified as either basic-data acquisition (about 25%) or hydrologic interpretation (about 75 %). About 52% of the activities are supported by cooperative agreements with State and local agencies. Technical projects supported by other Federal agencies make up about 23% of the program, and the remaining 25% consists of data collection, research, and interpretive projects supported directly by the U.S. Geological Survey. Water conditions in Nevada during the 4 years covered by this report were by no means average, with 1 very wet year (1986) and 2 very dry years (1987-88). The major water resources issues include: water allocation in the Truckee-Carson River basin; irrigation return flow contamination of the Stillwater Wildlife Management Area; effects of weapons testing at the Nevada Test Site; assessment of potential long-term impacts of the proposed Yucca Mountain Nuclear Waste Repository; and drought. Future water-resources issues in Nevada are likely to center on water supply for and the environmental effects of, the rapidly growing population centers at Las Vegas, Reno, and Elko; impacts of operations at the Nevada Test Site; management of interstate rivers such as the Truckee and Colorado Rivers; hydrologic and environmental impacts at heavily mined areas; and water quality management in the Lake Tahoe Basin. (Thacker-USGS-WRD)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nFor sale by the Books and Open-File Reports Section,","doi":"10.3133/ofr89264","usgsCitation":"Kilroy, K.C., 1989, Water-related scientific activities of the U.S. Geological Survey in Nevada, fiscal years 1985-89: U.S. Geological Survey Open-File Report 89-264, v, 99 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89264.","productDescription":"v, 99 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152111,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0264/report-thumb.jpg"},{"id":49109,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0264/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa017","contributors":{"authors":[{"text":"Kilroy, Kathryn C. (compiler)","contributorId":48586,"corporation":false,"usgs":true,"family":"Kilroy","given":"Kathryn","suffix":"(compiler)","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":181257,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18305,"text":"ofr89598 - 1989 - Channel evolution of the Hatchie River near the U.S. Highway 51 crossing in Lauderdale and Tipton counties, West Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:07:29","indexId":"ofr89598","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-598","title":"Channel evolution of the Hatchie River near the U.S. Highway 51 crossing in Lauderdale and Tipton counties, West Tennessee","docAbstract":"An investigation was conducted to describe the channel cross-section evolution near the bridge crossing of the Hatchie River at U.S. Highway 51 in Lauderdale and Tipton Counties, in West Tennessee. The study also included velocity and discharge distributions near the bridge crossing, and definition of streamflow duration and flood frequencies at the bridge site and comparison of these statistics with flows prior to the bridge collapse. Cross-section measurements at the site indicated that the channel was widening at a rate of 0.8 ft/year from 1931 through about 1975. The channel bed was stable at an elevation of about 235 ft. Construction of a south bound bridge in 1974 and 1975 reduced the effective flow width from about 4,000 to about 1,000 ft. Data collected from 1975 to 1981 indicated that the channel bed degraded to an elevation of about 230 ft and the widening rate increased to about 4.5 ft/year. The channel bed returned to approximately the pre-construction elevation of 235 ft as channel width increased. The widening rate decreased to about 1.8 ft/year from 1981 through 1989. Channel-geometry data indicated that recent channel morphology changes along the toe of the right bank have resulted in continued bank undercutting and bank failure. Cross-section geometry and flow-velocity distributions from measurements made from April 6 through 10, 1989, indicate that there is a high-flow meander pattern through this river reach and that the bridges are located at the point where the current strikes the right bank. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89598","usgsCitation":"Bryan, B., 1989, Channel evolution of the Hatchie River near the U.S. Highway 51 crossing in Lauderdale and Tipton counties, West Tennessee: U.S. Geological Survey Open-File Report 89-598, viii, 59 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89598.","productDescription":"viii, 59 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":1094,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr_89-598","linkFileType":{"id":5,"text":"html"}},{"id":152040,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e4774","contributors":{"authors":[{"text":"Bryan, B.A.","contributorId":95080,"corporation":false,"usgs":true,"family":"Bryan","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":178881,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26413,"text":"wri884214 - 1989 - Calibration and use of an interactive-accounting model to simulate dissolved solids, streamflow, and water-supply operations in the Arkansas River basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri884214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4214","title":"Calibration and use of an interactive-accounting model to simulate dissolved solids, streamflow, and water-supply operations in the Arkansas River basin, Colorado","docAbstract":"An interactive-accounting model was used to simulate dissolved solids, streamflow, and water supply operations in the Arkansas River basin, Colorado. Model calibration of specific conductance to streamflow relations at three sites enabled computation of dissolved-solids loads throughout the basin. To simulate streamflow only, all water supply operations were incorporated in the regression relations for streamflow. Calibration for 1940-85 resulted in coefficients of determination that ranged from 0.89 to 0.58, and values in excess of 0.80 were determined for 16 of 20 nodes. The model then incorporated 74 water users and 11 reservoirs to simulate the water supply operations for two periods, 1943-74 and 1975-85. For the 1943-74 calibration, coefficients of determination for streamflow ranged from 0.87 to 0.02. Calibration of the water supply operations resulted in coefficients of determination that ranged from 0.87 to negative for simulated irrigation diversions of 37 selected water users. Calibration for 1975-85 was not evaluated statistically, but average values and plots of reservoir contents indicated reasonableness of the simulation. To demonstrate the utility of the model, six specific alternatives were simulated to consider effects of potential enlargement of Pueblo Reservoir. Three general major alternatives were simulated: the 1975-85 calibrated model data, the calibrated model data with an addition of 30 cu ft/sec in Fountain Creek flows, and the calibrated model data plus additional municipal water in storage. These three major alternatives considered the options of reservoir enlargement or no enlargement. A 40,000-acre-foot reservoir enlargement resulted in average increases of 2,500 acre-ft in transmountain diversions, of 800 acre-ft in storage diversions, and of 100 acre-ft in winter-water storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884214","usgsCitation":"Burns, A., 1989, Calibration and use of an interactive-accounting model to simulate dissolved solids, streamflow, and water-supply operations in the Arkansas River basin, Colorado: U.S. Geological Survey Water-Resources Investigations Report 88-4214, v, 116 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884214.","productDescription":"v, 116 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123518,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4214/report-thumb.jpg"},{"id":55208,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4214/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db6892ba","contributors":{"authors":[{"text":"Burns, A.W.","contributorId":65498,"corporation":false,"usgs":true,"family":"Burns","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":196344,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27235,"text":"wri894076 - 1989 - Techniques for simulating flood hydrographs and estimating flood volumes for ungaged basins in east and west Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri894076","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4076","title":"Techniques for simulating flood hydrographs and estimating flood volumes for ungaged basins in east and west Tennessee","docAbstract":"A dimensionless hydrograph developed for a variety of basin conditions in Georgia was tested for its applicability to streams in East and West Tennessee by comparing it to a similar dimensionless hydrograph developed for streams in East and West Tennessee. Hydrographs of observed discharge at 83 streams in East Tennessee and 38 in West Tennessee were used in the study. Statistical analyses were performed by comparing simulated (or computed) hydrographs, derived by application of the Georgia dimensionless hydrograph, and dimensionless hydrographs developed from Tennessee data, with the observed hydrographs at 50 and 75% of their peak-flow widths. Results of the tests indicate that the Georgia dimensionless hydrography is virtually the same as the one developed for streams in East Tennessee, but that it is different from the dimensionless hydrograph developed for streams in West Tennessee. Because of the extensive testing of the Georgia dimensionless hydrograph, it was determined to be applicable for East Tennessee, whereas the dimensionless hydrograph developed from data on streams in West Tennessee was determined to be applicable in West Tennessee. As part of the dimensionless hydrograph development, an average lagtime in hours for each study basin, and the volume in inches of flood runoff for each flood event were computed. By use of multiple-regression analysis, equations were developed that relate basin lagtime to drainage area size, basin length, and percent impervious area. Similarly, flood volumes were related to drainage area size, peak discharge, and basin lagtime. These equations, along with the appropriate dimensionless hydrograph, can be used to estimate a typical (average) flood hydrograph and volume for recurrence-intervals up to 100 years at any ungaged site draining less than 50 sq mi in East and West Tennessee. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894076","usgsCitation":"Gamble, C.R., 1989, Techniques for simulating flood hydrographs and estimating flood volumes for ungaged basins in east and west Tennessee: U.S. Geological Survey Water-Resources Investigations Report 89-4076, iv, 40 p. :ill. ;28 cm., https://doi.org/10.3133/wri894076.","productDescription":"iv, 40 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":2167,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri89-4076","linkFileType":{"id":5,"text":"html"}},{"id":158762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4882e4b07f02db517418","contributors":{"authors":[{"text":"Gamble, C. R.","contributorId":26727,"corporation":false,"usgs":true,"family":"Gamble","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197775,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26749,"text":"wri884210 - 1989 - Water quality in Reedy Fork and Buffalo Creek basins in the Greensboro area, North Carolina, 1986-87","interactions":[],"lastModifiedDate":"2017-01-25T09:34:12","indexId":"wri884210","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4210","title":"Water quality in Reedy Fork and Buffalo Creek basins in the Greensboro area, North Carolina, 1986-87","docAbstract":"Water and bottom-sediment samples were collected from April 1986 through September 1987 at 19 sites in Guilford County and the City of Greensboro, North Carolina. Sampling locations included 13 stream sites, two lakes that supply the City of Greensboro with drinking water, two City of Greensboro finished drinking-water filtration plants, and effluent from the two municipal wastewater plants prior to outfall into receiving streams. Water sampling consisted of six surveys during various stages of steady ground-water flow at all sites and high-flow-event sampling during two storms at six sites. Bottom-sediment samples were collected at three sites during two routine sampling surveys.\r\n\r\nA summary of nearly 22, 000 separate chemical or physical analyses of water samples or bottom sediment is presented and discussed as individual values, ranges of values, or median values with respect to the locations of sampling sites, streamflow conditions, or other information bearing on water-quality conditions under discussion. The results include discussions of general water-quality indicators; major ion, nutrient, and trace-element concentrations; acid and base/neutral extractable organic compounds; volatile organic compounds; and organochlorine and organophosphorus pesticides detected at each sampling site. Loadings of selected constituents are also estimated on a yearly and daily basis.\r\n\r\nThe quality of the raw and finished water, municipal effluents, and streams in the Greensboro area are characterized by using State and Federal water-quality standards. Inorganic constituents most commonly found in excess of standards were iron, copper, zinc, arsenic, phosphorus, manganese, cyanide, and mercury. Relatively few organic compounds were detected; however, those consistently reported were phthalate, thihalomethane, organophosphorus pesticide, benzol, and phenolic compounds.\r\n\r\nSelected inorganic, physical, and total organic carbon data are used in a Wilcoxon test for two independent variables to statistically compare water-quality characteristics in selected rural, semideveloped and urban basins. During low-flow sampling, the constituents that differed significantly among all sites were calcium, magnesium, and chloride. During low flows, concentrations of orthophosphate, fluoride, sulfate, and TOC differed at the urban site from the rural and semideveloped and urban sites. There were no significant differences among sites in concentrations of sodium, suspended sediment, nickel, zinc, copper, and mercury during low flows. The Wilcoxon test performed on high-flow data indicated that concentrations of TOC, chloride, sulfate, suspended sediment, and nickel were not significantly different among the sites.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884210","usgsCitation":"Davenport, M., 1989, Water quality in Reedy Fork and Buffalo Creek basins in the Greensboro area, North Carolina, 1986-87: U.S. Geological Survey Water-Resources Investigations Report 88-4210, vii, 81 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884210.","productDescription":"vii, 81 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158450,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4210/report-thumb.jpg"},{"id":55625,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4210/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","city":"Greensboro","otherGeospatial":"Buffalo Creek basin, Reedy Fork basin ","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.518798828125,\n              35.808904044068626\n            ],\n            [\n              -80.5517578125,\n              36.146746777814364\n            ],\n            [\n              -80.4254150390625,\n              36.25756282630298\n            ],\n            [\n              -80.2386474609375,\n              36.35495110643483\n            ],\n            [\n              -79.98596191406249,\n              36.4477991295848\n            ],\n            [\n              -79.6234130859375,\n              36.38149043210595\n            ],\n            [\n              -79.0960693359375,\n              36.19995805932895\n            ],\n            [\n              -78.6236572265625,\n              35.572448615622804\n            ],\n            [\n              -77.5689697265625,\n              34.4069096565206\n            ],\n            [\n              -77.706298828125,\n              34.27083595165\n            ],\n            [\n              -77.7557373046875,\n              34.21180215769026\n            ],\n            [\n              -77.8326416015625,\n              34.125447565116126\n            ],\n            [\n              -77.882080078125,\n              34.025347738147936\n            ],\n            [\n              -77.904052734375,\n              33.89321737944089\n            ],\n            [\n              -77.947998046875,\n              33.815666308702774\n            ],\n            [\n              -78.057861328125,\n              33.8430453147447\n            ],\n            [\n              -78.1512451171875,\n              33.87497640410958\n            ],\n            [\n              -78.31054687499999,\n              33.897777013859475\n            ],\n            [\n              -78.3929443359375,\n              33.86129311351553\n            ],\n            [\n              -78.475341796875,\n              33.86129311351553\n            ],\n            [\n              -80.518798828125,\n              35.808904044068626\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4908e4b07f02db56a678","contributors":{"authors":[{"text":"Davenport, M.S.","contributorId":23553,"corporation":false,"usgs":true,"family":"Davenport","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":196934,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25588,"text":"wri894033 - 1989 - Hydrologic and geochemical monitoring in Long Valley caldera, Mono County, California, 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri894033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4033","title":"Hydrologic and geochemical monitoring in Long Valley caldera, Mono County, California, 1986","docAbstract":"The U.S. Geological Survey continued to monitor hydrologic and geochemical conditions in the Long Valley caldera during 1986. The monitoring is directed toward detecting changes in the hydrologic system caused by tectonic or magmatic processes. Data collected during 1986 include chemical and isotopic composition of water from selected streams sites, springs, and wells; pumpage from four geothermal wells; flow rates of selected springs and stream sites; mean daily water or gas temperatures at selected sites; mean daily atmospheric pressures and water level at selected wells, and precipitation records for two sites. Seismicity within the caldera persisted at a relatively low level compared with the more active periods of 1978-84. The most significant events of seismicity that affected hydrologic monitoring sites in Long Valley during 1986 occurred during July , in response to the Chalfant Valley earthquakes, centered about 20 miles southeast of the caldera. Water level records for three wells show distinct responses to the Chalfant Valley earthquakes. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894033","usgsCitation":"Farrar, C.D., Sorey, M., Rojstaczer, S., Steinemann, A., and Clark, M.D., 1989, Hydrologic and geochemical monitoring in Long Valley caldera, Mono County, California, 1986: U.S. Geological Survey Water-Resources Investigations Report 89-4033, vi, 69 p. :ill. ;28 cm., https://doi.org/10.3133/wri894033.","productDescription":"vi, 69 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118877,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4033/report-thumb.jpg"},{"id":54330,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4033/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611851","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194314,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":194315,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rojstaczer, S.A.","contributorId":54620,"corporation":false,"usgs":true,"family":"Rojstaczer","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":194312,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Steinemann, A.C.","contributorId":71214,"corporation":false,"usgs":true,"family":"Steinemann","given":"A.C.","affiliations":[],"preferred":false,"id":194313,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Clark, M. D.","contributorId":25202,"corporation":false,"usgs":true,"family":"Clark","given":"M.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194311,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":25518,"text":"wri894104 - 1989 - Geochemistry of soils and shallow ground water, with emphasis on arsenic and selenium, in part of the Garrison Diversion Unit, North Dakota, 1985-87","interactions":[],"lastModifiedDate":"2018-03-08T12:43:07","indexId":"wri894104","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4104","title":"Geochemistry of soils and shallow ground water, with emphasis on arsenic and selenium, in part of the Garrison Diversion Unit, North Dakota, 1985-87","docAbstract":"<p>The Garrison Diversion Unit is being constructed to transfer water from the Missouri River (Lake Sakakawea) to areas in east-central and southeastern North Dakota for expanded irrigation of agricultural lands. During initial investigations of irrigation return flows in 1969-76, the potential effects of toxic elements were considered, and the U.S. Bureau of Reclamation concluded these elements would have no adverse effects on streams receiving return flows. After the development of problems associated with selenium in irrigation return flows in the western San Joaquin Valley, Calif., in 1985, the U.S. Bureau of Reclamation initiated additional studies, including an investigation conducted in cooperation with the U.S. Geological Survey, to assist in collecting and evaluating trace-element data. Also, in 1986, with the passage of the Garrison Diversion Unit Reformulation Act, Congress mandated that soil surveys be conducted to determine if there are \"*** soil characteristics which might result in toxic or hazardous irrigation return flows.\"</p><p>In order to address this issue, an investigation was conducted during 1995-87 by the U.S. Geological Survey in cooperation with the U.S. Bureau of Reclamation to determine the occurrence and distribution of arsenic, selenium, and other trace elements in the soils of six potential irrigation areas along the Garrison Diversion Unit route and in the James River basin. A total of 165 soil samples were collected and analyzed for total concentrations of as many as 42 elements, including arsenic and selenium. In addition, 81 of the samples were analyzed for water-extractable concentrations of 14 elements, including arsenic and selenium, to aid in determining the extent to which they might be mobilized by the irrigation water. In a detailed phase of the investigation, 376 water samples were collected in one of the six potential irrigation areas, the west Oakes irrigation area. Most of these samples were analyzed for arsenic, selenium, and as many as 28 other elements.</p><p>Results of the investigation indicate that soils in the potential irrigation areas contain small concentrations of arsenic, selenium, and other trace elements. The geometric mean concentrations of total arsenic and selenium were 4.15 and 0.13 milligrams per kilogram, respectively, which&nbsp;are considerably smaller than those measured in the western San Joaquin Valley, Calif., and soils from other areas in the western United States. Water-extractable concentrations of arsenic and selenium, determined on 1:5 soil to water extractions, generally were less than 10 percent of the total concentrations. The geometric mean water-extractable concentrations for both elements were 0.02 milligram per kilogram or less.</p><p>The median and maximum concentrations of all constituents and properties indicative of irrigation drainage were tens to hundreds of times smaller in the Oakes test area drains than in western San Joaquin Valley drains. The maximum arsenic concentration in ground-water samples was 44 micrograms per liter, and the median concentration was 4 micrograms per liter. The maximum concentration in drain samples was 11 micrograms per liter, and the median concentration was 3 micrograms per liter.</p><p>Only 22 percent of the water samples collected from wells in the Oakes test area contained detectable concentrations (1 microgram per liter or more) of selenium. However, selenium was detected in 63 percent of the samples collected from sites on drains. The greater incidence of detection of selenium in the drain samples is interpreted as an effect of the more oxidizing environment of the drains, which are about 8 feet below land surface near the top of the water table. The median selenium concentration in the drain samples, however, was only 1 microgram per liter, and the maximum concentration in 63 drain samples was 4 micrograms per liter. For comparison, the median selenium concentrations reported for drains in the western San Joaquin Valley, Calif., ranged from 84 to 320 micrograms per liter. Mater from two observation wells had the largest selenium concentrations (8 and 9 micrograms per liter) measured during the investigation. These were the only two samples that exceeded any of the water-quality regulations, standards, or criteria for selenium. </p><p>Mercury and boron were the only other trace elements that exceeded standards and criteria. The median concentration of mercury was less than 0.1 microgram per liter, and the maximum concentration was 0.8 microgram per liter. The chronic freshwater-aquatic-life criterion for mercury (0.012 microgram per liter) is about 10 times less than the laboratory detection limit and is derived from bioconcentration factors based on methylmercury. Two boron samples exceeded the irrigation criteria of 750 micrograms per liter. Comparisons with criteria and standards indicate that the concentrations of trace elements determined in samples from wells and drains in the Oakes test area during this investigation should not adversely affect human and aquatic life or irrigated crops. </p><p>The data collected indicate that the soils and ground water in the Garrison Diversion Unit contain small concentrations of trace elements, including arsenic and selenium. Based on a detailed study of soils and ground water in the west Oakes irrigation area, however, there is no evidence that expanded irrigation will mobilize these elements in concentrations large enough to adversely affect aquatic life in the James River ecosystem, based on current regulations, standards, and criteria. Data are not currently available to make definitive statements about selenium concentrations in ground water in Garrison Diversion Unit irrigation areas other than the west&nbsp;Oakes Irrigation area. Data available on total and water-extractable selenium concentrations in soils t however, indicate that concentrations in ground water would be similar to those determined in the west Oakes irrigation area. Plans have been developed to sample ground water in the additional areas.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894104","usgsCitation":"Goolsby, D.A., Severson, R.C., Wilson, S., and Webber, K., 1989, Geochemistry of soils and shallow ground water, with emphasis on arsenic and selenium, in part of the Garrison Diversion Unit, North Dakota, 1985-87: U.S. Geological Survey Water-Resources Investigations Report 89-4104, viii, 132 p., https://doi.org/10.3133/wri894104.","productDescription":"viii, 132 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":122870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4104/report-thumb.jpg"},{"id":54235,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa69c","contributors":{"authors":[{"text":"Goolsby, D. A.","contributorId":50508,"corporation":false,"usgs":true,"family":"Goolsby","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194018,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Severson, R. C.","contributorId":46498,"corporation":false,"usgs":true,"family":"Severson","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194017,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wilson, S. A. 0000-0002-9468-0005","orcid":"https://orcid.org/0000-0002-9468-0005","contributorId":23561,"corporation":false,"usgs":true,"family":"Wilson","given":"S. A.","affiliations":[],"preferred":false,"id":194016,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Webber, Kurt","contributorId":15660,"corporation":false,"usgs":true,"family":"Webber","given":"Kurt","email":"","affiliations":[],"preferred":false,"id":194015,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25486,"text":"wri874194 - 1989 - Estimation of flood-frequency characteristics and the effects of urbanization for streams in the Philadelphia, Pennsylvania area","interactions":[],"lastModifiedDate":"2017-07-06T10:16:20","indexId":"wri874194","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4194","title":"Estimation of flood-frequency characteristics and the effects of urbanization for streams in the Philadelphia, Pennsylvania area","docAbstract":"This report provides a method for estimating the magnitude and frequency of floods for small streams in the Philadelphia, Pennsylvania area. Data collected at 21 streamflow gaging stations were used in a multiple-regression analysis to develop equations for computation of peak-flow characteristics. The flood equations were determined by relating flood-frequency characteristics computed using observed flow data from 13 stations and synthetically derived flow data from 8 stations to measurable basin characteristics. Significant characteristics in the equations are drainage area and impervious cover. Standard errors of estimate for the regression equations ranged from 38 to 43 percent. The equations can be used to determine peak-flow characteristics and to estimate the effect of urbanization on small streams with drainage areas from 1.1 to 64 square miles. The analyses indicate that increasing impervious area can significaantly increase peak flows. Examples are given for computing flood frequency for a site on an ungaged stream for an ungaged site on a gaged stream.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874194","usgsCitation":"Bailey, J., Thomas, W., Wetzel, K.L., and Ross, T., 1989, Estimation of flood-frequency characteristics and the effects of urbanization for streams in the Philadelphia, Pennsylvania area: U.S. Geological Survey Water-Resources Investigations Report 87-4194, v, 71 p., https://doi.org/10.3133/wri874194.","productDescription":"v, 71 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":121108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4194/report-thumb.jpg"},{"id":54208,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4194/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb4d2","contributors":{"authors":[{"text":"Bailey, J.F.","contributorId":57889,"corporation":false,"usgs":true,"family":"Bailey","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":193890,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, W.O. Jr.","contributorId":32133,"corporation":false,"usgs":true,"family":"Thomas","given":"W.O.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":193889,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wetzel, K. L.","contributorId":14418,"corporation":false,"usgs":true,"family":"Wetzel","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":193888,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ross, T.J.","contributorId":82736,"corporation":false,"usgs":true,"family":"Ross","given":"T.J.","email":"","affiliations":[],"preferred":false,"id":193891,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":28539,"text":"wri884171 - 1989 - Potential for saltwater intrusion into the Upper Floridan aquifer, Hernando and Manatee Counties, Florida","interactions":[],"lastModifiedDate":"2025-01-13T17:44:09.51239","indexId":"wri884171","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4171","title":"Potential for saltwater intrusion into the Upper Floridan aquifer, Hernando and Manatee Counties, Florida","docAbstract":"Pumpage from the Upper Floridan aquifer has caused a lowering of the potentiometric surface and has increased potential for saltwater intrusion into the aquifer in coastal areas of west-central Florida. Groundwater withdrawals are likely to increase because of expected population growth, especially in coastal areas. To increase the understanding of the potential and mechanics of saltwater intrusion, two sites were selected for study. Data were collected at each site from a centrally located deep well, and digital models were developed to simulate groundwater flow and solute transport. The northern site is in Hernando County near the town of Aripeka. The test well in the area was drilled about 1 mile from the coast to a depth of 820 ft. Freshwater was present in the carbonate rock aquifer to a depth of about 500 ft and saltwater occurred from 560 ft to the base of the aquifer at about 750 ft. Between the freshwater and saltwater is the zone of transition, also referred to as the freshwater-saltwater interface. The southern site is in Manatee County near the town of Rubonia. Drilling of the test well was completed at 1,260 ft, just below the base of the Upper Floridan aquifer. The transition zone in this well occurs between 875 and 975 ft within a highly permeable zone. Digital simulations show flow patterns similar to the cyclic flow of seawater and interface theory. Simulations have shown that saltwater contamination of coastal wells would not be noticed as quickly as water-level declines resulting from inland pumpage. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884171","usgsCitation":"Mahon, G., 1989, Potential for saltwater intrusion into the Upper Floridan aquifer, Hernando and Manatee Counties, Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4171, iv, 47 p., https://doi.org/10.3133/wri884171.","productDescription":"iv, 47 p.","costCenters":[],"links":[{"id":119049,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4171/report-thumb.jpg"},{"id":57352,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4171/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466123,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47075.htm","text":"Hernando County"},{"id":466124,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47076.htm","text":"Manatee 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G.L. 0000-0002-7410-0261","orcid":"https://orcid.org/0000-0002-7410-0261","contributorId":28636,"corporation":false,"usgs":true,"family":"Mahon","given":"G.L.","affiliations":[],"preferred":false,"id":199988,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29060,"text":"wri884139 - 1989 - Simulation of ground-water flow at Anchorage, Alaska, 1955-83","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri884139","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4139","title":"Simulation of ground-water flow at Anchorage, Alaska, 1955-83","docAbstract":"The groundwater system at Anchorage, Alaska was analyzed by using a two-layer three-dimensional mathematical model. By use of existing data, both nonpumping and pumping steady-state conditions and transient conditions were simulated. Under steady-state conditions, calculated directions of groundwater flow were similar to observed flow patterns, and calculated stream discharges generally were within 10% of observed values. However, in many parts of the modeled area computed hydraulic head values were more than 20 ft higher or lower than observed values. Hydraulic conductivity and transmissivity are the most sensitive hydraulic parameters under steady-state conditions. Under steady-state conditions, a pumping rate of 18.8 Mgal/d lowers heads in the confined aquifer by as much as 30 ft, but reduces streamflow by less than 5%. Transient conditions show that drawndowns due to withdrawals by production wells follow similar patterns of nearby observation wells. On the basis of analytical techniques, the confining layer does not appear to hold significant quantities of water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884139","usgsCitation":"Patrick, L., Brabets, T.P., and Glass, R.L., 1989, Simulation of ground-water flow at Anchorage, Alaska, 1955-83: U.S. Geological Survey Water-Resources Investigations Report 88-4139, v, 41 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884139.","productDescription":"v, 41 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159664,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4139/report-thumb.jpg"},{"id":57922,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4139/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db64852f","contributors":{"authors":[{"text":"Patrick, Leslie","contributorId":36136,"corporation":false,"usgs":true,"family":"Patrick","given":"Leslie","email":"","affiliations":[],"preferred":false,"id":200880,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brabets, T. P.","contributorId":103289,"corporation":false,"usgs":true,"family":"Brabets","given":"T.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200882,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Glass, R. L.","contributorId":80279,"corporation":false,"usgs":true,"family":"Glass","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200881,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57641,"text":"wdrGA881 - 1989 - Water resources data for Georgia, water year 1988","interactions":[],"lastModifiedDate":"2025-08-28T13:13:37.008732","indexId":"wdrGA881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"GA-88-1","title":"Water resources data for Georgia, water year 1988","docAbstract":"<p>Water resources data for the 1988 water year for Georgia consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; ground-water levels; and precipitation quality. This report contains discharge records of 114 gaging stations; stage for 19 gaging stations; stage and contents for 18 lakes and reservoirs; water quality for 107 continuing-record stations; water-quality for 4 miscellaneous station; peak stage and discharge only for 76 crest-stage partial-record stations and 8 miscellaneous sites; base-flow discharge measurements at 149 miscellaneous sites; water levels of 26 observation wells; and water quality for 1 precipitation-quality site. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Georgia.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrGA881","collaboration":"Prepared in cooperation with the State of Georgia and with other agencies","usgsCitation":"Stokes, W., McFarlane, R., and Buell, G.R., 1989, Water resources data for Georgia, water year 1988: U.S. Geological Survey Water Data Report GA-88-1, x, 438 p., https://doi.org/10.3133/wdrGA881.","productDescription":"x, 438 p.","costCenters":[],"links":[{"id":181635,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/ga-88-1/report-thumb.jpg"},{"id":494963,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/ga-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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R.","contributorId":57103,"corporation":false,"usgs":true,"family":"Buell","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":257584,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57359,"text":"wdrTN881 - 1989 - Water resources data, Tennessee, water year 1988","interactions":[],"lastModifiedDate":"2024-08-07T19:09:58.348395","indexId":"wdrTN881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"TN-88-1","title":"Water resources data, Tennessee, water year 1988","docAbstract":"<p>Water resources data for the 1988 water year for Tennessee consist of records of stage, discharge, and water quality of streams and springs; stage, contents, and water quality of lakes and reservoirs; water levels and water quality of wells; and quantity and quality of precipitation. This report contains discharge records for 103 gaging stations; stage only records for 6 gaging stations; elevation and contents for 27 lakes and reservoirs; water quality for 41 stations and 32 wells; water levels for 32 observation wells; and 1 precipitation station. Also included are 92 crest-stage partial-record stations and 207 low-flow partial-record stations. Additional water data were collected at various stream and spring sites not involved in the systematic data collection program and are published as miscellaneous measurements and analyses. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Tennessee.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrTN881","collaboration":"Prepared in cooperation with the State of Tennessee  and with other agencies","usgsCitation":"Lowery, J., Counts, P., Edwards, F., and Garrett, J., 1989, Water resources data, Tennessee, water year 1988: U.S. Geological Survey Water Data Report TN-88-1, xi, 382 p., https://doi.org/10.3133/wdrTN881.","productDescription":"xi, 382 p.","costCenters":[],"links":[{"id":432369,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/tn-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184189,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/tn-88-1/report-thumb.jpg"}],"country":"United 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J.W.","contributorId":87958,"corporation":false,"usgs":true,"family":"Garrett","given":"J.W.","email":"","affiliations":[],"preferred":false,"id":256801,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":39648,"text":"pp1403I - 1989 - Geochemistry of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama","interactions":[],"lastModifiedDate":"2025-04-17T18:52:27.70877","indexId":"pp1403I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1403","chapter":"I","title":"Geochemistry of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama","docAbstract":"The chemical quality of the ground water in the Floridan aquifer system is determined primarily by mineral-water interaction. However, some changes in water quality have been imposed by development, particularly near coastal pumping centers. A total of 601 chemical analyses, all from different wells, most completed in the upper part of the aquifer system, were used to describe the variations in water chemistry and to study the processes responsible for observed changes. \r\n\r\nThe Floridan aquifer system is a vertically continuous sequence of Tertiary carbonate rocks that are of generally high permeability and are hydraulically connected in varying degrees. The rocks are principally limestone and dolomite, but they grade into limy sands and clays near the aquifer system's updip limits. Major minerals in the aquifer system are calcite, dolomite, and, locally, gypsum or quartz; minor minerals include apatite, glauconite, and clay minerals such as kaolinite and montmorillonite. Trace amounts of metallic oxides or sulfides are present in some areas. \r\n\r\nThe aquifer system consists of the Upper and Lower Floridan aquifers, separated in most places by a less permeable confining unit that has highly variable hydraulic properties. Only the Upper Floridan aquifer is present throughout the study area. Freshwater enters the aquifer system in outcrop areas located primarily in central Georgia and north-central Florida. Discharge occurs chiefly to streams and springs and, to a lesser extent, directly into the sea. Most of the flow into and out of the system takes place where it is unconfined or where the upper confining unit is thin. Secondary permeability developed by dissolution of aquifer material is most prominent in these areas of dynamic flow. \r\n\r\nDissolved-solids concentrations in water from the Upper Floridan aquifer generally range from less than 25 milligrams per liter near outcrops to more than 25,000 milligrams per liter along the coasts. The dominant cations in the ground water are Ca2+, Mg2+, and Na+; the dominant anions are HCO3-, Cl-, and SO42-, The concentration of Ca2+ is controlled primarily by calcite saturation. Concentrations of Mg2+, NA+, and Cl- are highest where mixing of freshwater and saltwater occurs. Concentrations of HCO3- reflect the control of calcite solubility. The concentration of SO42- is highest where gypsiferous rock units are present in the aquifer system. \r\n\r\nThe major geochemical processes that occur in the Upper Floridan aquifer, based on water-quality maps and computations using a geochemical model, are (1) dissolution of aquifer minerals toward equilibrium, (2) mixing of ground water with recharge, leakage, or seawater, (3) sulfate reduction, and (4) cation exchange between water and aquifer minerals. \r\n\r\nSimilar processes apparently control minor dissolved constituents, although quantification is difficult with the available data. Statistical tests of available nutrient data indicate that concentrations of N (nitrogen) species in unconfined recharge areas may be increasing over time; more detailed studies of all N species are needed to test this hypothesis, however. Data on trace metals, radionuclides, and man-made organic contaminants are limited. Available data indicate that most freshwater within the Upper Floridan is potable, but detection of pesticides in a few samples indicates that the system is susceptible to contamination from the land surface in some areas, particularly where its upper confining unit is thin or absent. \r\n\r\nGeochemical models were used to examine changes in major chemical elements along selected ground-water paths within the Upper Floridan aquifer. Water in the Upper Floridan aquifer can be categorized into four hydrochemical facies, whose exact distribution is determined by confined or unconfined conditions of the aquifer and by chloride concentrations. The reaction models are considered plausible based on available chemical, isotopic, and hydrologic information, and they","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/pp1403I","usgsCitation":"Geochemistry of the Floridan aquifer system in Florida and in parts of Georgia, South Carolina, and Alabama; 1989; PP; 1403-I; Sprinkle, Craig L.","productDescription":"Report: 105 p.; 9 Plates: 21.00 x 26.30 inches or smaller; Database","numberOfPages":"105","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":119386,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1403i/coverthb.jpg"},{"id":67334,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1403i/report.pdf","text":"Report","size":"21.6 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67325,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-1.pdf","text":"Plate 1","size":"1.64 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67326,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-2.pdf","text":"Plate 2","size":"1.70 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67330,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-6.pdf","text":"Plate 6","size":"1.81 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67331,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-7.pdf","text":"Plate 7","size":"1.76 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67332,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-8.pdf","text":"Plate 8","size":"1.76 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67333,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-9.pdf","text":"Plate 9","size":"1.71 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67328,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-4.pdf","text":"Plate 4","size":"1.74 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":67327,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-3.pdf","text":"Plate 3","size":"1.82 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":104625,"rank":12,"type":{"id":9,"text":"Database"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4840.htm","linkFileType":{"id":5,"text":"html"},"description":"4840"},{"id":484733,"rank":13,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4840.htm","linkFileType":{"id":5,"text":"html"}},{"id":67329,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403i/plate-5.pdf","text":"Plate 5","size":"1.78 MB","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama, Florida, Georgia, South Carolina","otherGeospatial":"Floridan aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.97973632812499,\n              24.577099744289427\n            ],\n            [\n              -81.9140625,\n              24.457150524185852\n            ],\n            [\n              -81.090087890625,\n              24.686952411999155\n            ],\n            [\n              -80.43090820312499,\n              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Warehouse</a></p>","publishedDate":"1989-10-01","noUsgsAuthors":false,"publicationDate":"1989-10-01","publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa650","contributors":{"authors":[{"text":"Sprinkle, Craig L.","contributorId":41802,"corporation":false,"usgs":true,"family":"Sprinkle","given":"Craig","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":221899,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":36331,"text":"b1821 - 1989 - Chemical data for flows and feeder dikes of the Yakima Basalt Subgroup, Columbia River Basalt Group, Washington, Oregon, and Idaho, and their bearing on a petrogenetic model","interactions":[],"lastModifiedDate":"2022-09-27T21:32:16.830124","indexId":"b1821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1821","title":"Chemical data for flows and feeder dikes of the Yakima Basalt Subgroup, Columbia River Basalt Group, Washington, Oregon, and Idaho, and their bearing on a petrogenetic model","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/b1821","usgsCitation":"Wright, T., Mangan, M.T., and Swanson, D., 1989, Chemical data for flows and feeder dikes of the Yakima Basalt Subgroup, Columbia River Basalt Group, Washington, Oregon, and Idaho, and their bearing on a petrogenetic model: U.S. Geological Survey Bulletin 1821, iv, 71 p., https://doi.org/10.3133/b1821.","productDescription":"iv, 71 p.","costCenters":[],"links":[{"id":407492,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21959.htm","linkFileType":{"id":5,"text":"html"}},{"id":64278,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1821/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":166090,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1821/report-thumb.jpg"}],"country":"United States","state":"Idaho, Oregon, Washington","otherGeospatial":"Columbia River Basalt Group, Yakima Basalt Subgroup","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -124,\n              44\n            ],\n            [\n              -116,\n              44\n            ],\n            [\n              -116,\n              48\n            ],\n            [\n              -124,\n              48\n            ],\n            [\n              -124,\n              44\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3ea2","contributors":{"authors":[{"text":"Wright, Thomas L. twright@usgs.gov","contributorId":3890,"corporation":false,"usgs":true,"family":"Wright","given":"Thomas L.","email":"twright@usgs.gov","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":216148,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mangan, Margaret T. 0000-0002-5273-8053 mmangan@usgs.gov","orcid":"https://orcid.org/0000-0002-5273-8053","contributorId":3343,"corporation":false,"usgs":true,"family":"Mangan","given":"Margaret","email":"mmangan@usgs.gov","middleInitial":"T.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true},{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true},{"id":114,"text":"Alaska Science Center","active":true,"usgs":true}],"preferred":true,"id":216147,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Swanson, Donald A. 0000-0002-1680-3591","orcid":"https://orcid.org/0000-0002-1680-3591","contributorId":22303,"corporation":false,"usgs":true,"family":"Swanson","given":"Donald A.","affiliations":[],"preferred":false,"id":216149,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":55921,"text":"wdrNV871 - 1989 - Water resources data, Nevada, water year 1987","interactions":[],"lastModifiedDate":"2025-04-22T13:37:07.369373","indexId":"wdrNV871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"NV-87-1","title":"Water resources data, Nevada, water year 1987","docAbstract":"<p>Water-resources data published herein for the 1987 water year comprise the following records: Water discharge for 86 gaging stations on streams, canals, and drains.; Discharge data for 144 peak-flow stations and miscellaneous sites, and 35 springs.; Stage and contents for 14 lakes and reservoirs.; Water levels for 304 observation wells. .; Water-quality data for 29 stream, canal, and drain sites, and 5 wells.; Precipitation totals for 12 stations.</p><p>Additional water data, collected at various sites that are not part of the systematic data-collection program, are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Nevada.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNV871","collaboration":"Prepared in cooperation with several Federal, State, and local agencies.","usgsCitation":"Pupacko, A., La Camera, R., Riek, M., and Swartwood, J., 1989, Water resources data, Nevada, water year 1987: U.S. Geological Survey Water Data Report NV-87-1, vi, 250 p., https://doi.org/10.3133/wdrNV871.","productDescription":"vi, 250 p.","costCenters":[],"links":[{"id":484816,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/nv-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184615,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/nv-87-1/report-thumb.jpg"}],"country":"United 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,{"id":55188,"text":"wdrHI881 - 1989 - Water resources data for Hawaii and other Pacific areas, water year 1988: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2026-03-06T16:35:08.138111","indexId":"wdrHI881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"HI-88-1","title":"Water resources data for Hawaii and other Pacific areas, water year 1988: Volume 1. Hawaii","docAbstract":"<p>Water resources data for the 1988 water year for Hawaii and other Pacific Areas consist of records of stage, discharge, and water quality of streams and springs; and water levels and water quality in wells. This report, volume 1, contains discharge records for 82 gaging stations; water quality for 14 gaging stations, 54 partial-record flow stations, and 148 wells; and water levels for 37 observations wells. Also included are 107 crest-stage partial record stations, 25 miscellaneous partial-record sites, and 8 low-flow partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI881","collaboration":"Prepared in cooperation with the State of Hawaii Department of Land and Natural Resources, Division of Water and Land Development and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1989, Water resources data for Hawaii and other Pacific areas, water year 1988, volume 1, Hawaii: U.S. Geological Survey Water Data Report HI-88-1, 265 p., https://doi.org/10.3133/wdrHI881.","productDescription":"x, 265 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,{"id":55691,"text":"wdrMI881 - 1989 - Water resources data, Michigan, water year 1988","interactions":[],"lastModifiedDate":"2017-08-10T14:21:27","indexId":"wdrMI881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MI-88-1","title":"Water resources data, Michigan, water year 1988","docAbstract":"<p>Water resources data for the 1988 water year for Michigan consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water temperature of ground water. This report contains discharge records for 138 streamflow-gaging stations; stage only records for 15 lake-gaging stations; stage and contents for 5 lakes and reservoirs; water-quality records for 20 streamflow-gaging stations; water-level records for 51 observation wells; and water-temperature records for 5 observation wells. Also included are 52 crest-stage partial- record stations and 8 low-flow partial-record stations. Additional water data were collected at various sites not involved in the systematic data- collection program. Miscellaneous data were collected at 180 measuring sites and 10 water-quality sampling sites. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State, Local, and Federal agencies in Michigan.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrMI881","collaboration":"Prepared in cooperation with the State of Michigan and with other agencies","usgsCitation":"Blumer, S.P., Failing, J., Larson, W., Whited, C., and LeuVoy, R., 1989, Water resources data, Michigan, water year 1988: U.S. Geological Survey Water Data Report MI-88-1, ix, 296 p., https://doi.org/10.3133/wdrMI881.","productDescription":"ix, 296 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":344721,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/mi-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181799,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/mi-88-1/report-thumb.jpg"}],"country":"United 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,{"id":38400,"text":"pp1464 - 1989 - Summary of the U.S. Geological Survey and U.S. Bureau of Land Management national coal-hydrology program, 1974-84","interactions":[],"lastModifiedDate":"2022-09-27T18:21:22.304751","indexId":"pp1464","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1464","title":"Summary of the U.S. Geological Survey and U.S. Bureau of Land Management national coal-hydrology program, 1974-84","docAbstract":"<p>During the decade 1974-84, the U.S. Geological Survey and the U.S. Bureau of Land Management cooperated on investigations to collect information and to study hydrologic processes related to development and mining of federally owned coal. In addition, the U.S. Geological Survey conducted similar investigations related to nonfederally owned coal. As a result of these nationwide investigations, a large quantity of hydrologic information and data has been collected and compiled in more than 500 reports. This report summarizes the major findings and accomplishments that have resulted from data-collection activities, hydrologic studies, and research concerned with the effects of coal mining on water resources.</p><p>This summary report includes: (1) A description of the Nation's coal and water-resource issues related to coal development, including history, objectives, and design of the coal-hydrology program; (2) a summary of the hydrologic information collected in the major coal provinces and published in more than 500 reports and journal articles; and (3) a summary and application of results obtained from topical studies undertaken throughout the program, including discussions on watershed modeling, salinity modeling, ground-water flow systems, geochemistry of mine spoils, mine drainage, sedimentation, and aquatic biology. 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,{"id":57573,"text":"wdrCA884 - 1989 - Water Resources Data for California, Water Year 1988. Volume 4. Northern Central Valley Basins and The Great Basin from Honey Lake Basin to Oregon State Line","interactions":[],"lastModifiedDate":"2012-09-01T01:01:51","indexId":"wdrCA884","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-88-4","title":"Water Resources Data for California, Water Year 1988. Volume 4. Northern Central Valley Basins and The Great Basin from Honey Lake Basin to Oregon State Line","docAbstract":"Water resources data for the 1988 water year for California consist of records of stage, discharge, and water quality of streams; stage and contents in lakes and reservoirs; and water levels and water quality in wellso Volume 4 contains discharge records for 160 gaging stations; stage and contents for 35 lakes and reservoirs; water precipitation data for 2 stations; and water quality for 9 stations Also included is one low-flow partial-record station. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in California.","language":"English","publisher":"U.S. Geological Survey, Water Resources Division","publisherLocation":"Sacramento, CA","doi":"10.3133/wdrCA884","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies","usgsCitation":"Shelton, W., Anderson, S., and Mullen, R., 1989, Water Resources Data for California, Water Year 1988. Volume 4. Northern Central Valley Basins and The Great Basin from Honey Lake Basin to Oregon State Line (Legacy Report): U.S. Geological Survey Water Data Report CA-88-4, x, 289 p., https://doi.org/10.3133/wdrCA884.","productDescription":"x, 289 p.","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":181310,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_ca_88_4.jpg"},{"id":260061,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/ca-88/WDR-1988-vol4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -120,38 ], [ -120,42 ], [ -123,42 ], [ -123,38 ], [ -120,38 ] ] ] } } ] }","edition":"Legacy Report","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699815","contributors":{"authors":[{"text":"Shelton, W.F.","contributorId":48241,"corporation":false,"usgs":true,"family":"Shelton","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":257409,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, S.W.","contributorId":25628,"corporation":false,"usgs":true,"family":"Anderson","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":257407,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mullen, R.J.","contributorId":32395,"corporation":false,"usgs":true,"family":"Mullen","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":257408,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57571,"text":"wdrCA882 - 1989 - Water Resources Data for California, Water Year 1988. Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line Except Central Valley","interactions":[],"lastModifiedDate":"2012-08-30T01:02:05","indexId":"wdrCA882","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-88-2","title":"Water Resources Data for California, Water Year 1988. Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line Except Central Valley","docAbstract":"Water resources data for the 1988 water year for California consist of records of stage, discharge, and water quality of streams; stage and contents in lakes and reservoirs; and water levels and water quality in wells. Volume 2 contains discharge records for 123 gaging stations; stage and contents for 7 lakes and reservoirs; and water quality for 38 stations. Also included is l low-flow partial-record station and 22 water-quality partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in California.","language":"English","publisher":"U.S. Geological Survey, Water Resources Division","publisherLocation":"Sacramento, CA","doi":"10.3133/wdrCA882","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies","usgsCitation":"Markham, K., Palmer, J.R., Shelton, W., and Trujillo, L., 1989, Water Resources Data for California, Water Year 1988. Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line Except Central Valley: U.S. Geological Survey Water Data Report CA-88-2, x, 327 p., https://doi.org/10.3133/wdrCA882.","productDescription":"x, 327 p.","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":181308,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_ca_88_2.jpg"},{"id":259986,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/ca-88/WDR-1988-vol2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.4,35 ], [ -124.4,42 ], [ -119.83333333333333,42 ], [ -119.83333333333333,35 ], [ -124.4,35 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd114","contributors":{"authors":[{"text":"Markham, K.L.","contributorId":14041,"corporation":false,"usgs":true,"family":"Markham","given":"K.L.","email":"","affiliations":[],"preferred":false,"id":257400,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Palmer, J. R.","contributorId":83559,"corporation":false,"usgs":true,"family":"Palmer","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":257403,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shelton, W.F.","contributorId":48241,"corporation":false,"usgs":true,"family":"Shelton","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":257401,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Trujillo, L.F.","contributorId":71959,"corporation":false,"usgs":true,"family":"Trujillo","given":"L.F.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":257402,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":38531,"text":"pp1370A - 1989 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Basis of characterization and evaluation","interactions":[{"subject":{"id":12310,"text":"ofr84738 - 1985 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste; basis of characterization and evaluation","indexId":"ofr84738","publicationYear":"1985","noYear":false,"title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste; basis of characterization and evaluation"},"predicate":"SUPERSEDED_BY","object":{"id":38531,"text":"pp1370A - 1989 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Basis of characterization and evaluation","indexId":"pp1370A","publicationYear":"1989","noYear":false,"chapter":"A","title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Basis of characterization and evaluation"},"id":1}],"lastModifiedDate":"2017-08-31T15:48:37","indexId":"pp1370A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1370","chapter":"A","title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Basis of characterization and evaluation","docAbstract":"<p>The geologic and hydrologic factors in selected regions of the Basin and Range province were examined to identify prospective areas for further study that may provide isolation of high-level radioactive waste from the accessible environment. The six regions selected for study were characterized with respect to the following guidelines: (1) Potential repository media; (2) Quaternary tectonic conditions; (3) climatic change and geomorphic processes; (4) ground-water conditions; (5) ground-water quality; and (6) mineral and energy resources.</p><p>The repository medium will function as the first natural barrier to radionuclide travel by virtue of associated slow ground-water velocity. The principal rock types considered as host media include granitic, intermediate, and mafic intrusive rocks; argillaceous rocks; salt and anhydrite; volcanic mudflow (laharic) breccias; some intrusive rhyolitic plugs and stocks; partially zeolitized tuff; and metamorphic rocks. In the unsaturated zone, the permeability and hydrologic properties of the rocks and the hydrologic setting are more important than the rock type. Media ideally should be permeable to provide drainage and should have a minimal water flux</p><p>The ground-water flow path from a repository to the accessible environment needs to present major barriers to the transport of radionuclides. Factors considered in evaluating the ground-water conditions include ground-water traveltimes and quality, confining beds, and earth materials favorable for retardation of radionuclides. </p><p>Ground-water velocities in the regions were calculated from estimated hydraulic properties of the rocks and gradients. Because site-specific data on hydraulic properties are not available, data from the literature were assembled and synthesized to obtain values for use in estimating ground-water velocities. Hydraulic conductivities for many rock types having granular and fracture permeability follow a log-normal distribution. Porosity for granular and very weathered crystalline rock tends to be normally distributed; porosity of fractured crystalline rock probably follows a log-normal distribution.</p><p>The tectonic setting needs to prevent an increase in radionuclides to the accessible environment. Data on historic seismicity and heat flow, Quaternary faults, volcanism, and uplift were used to assess the tectonic conditions. Long-term late Cenozoic rates of vertical crustal movement in the Basin and Range province range from less than 2 meters per 104 years to greater than 20 meters per 104 years. Shortterm rates of vertical movement may be more than an order of magnitude greater, based on geodetic leveling. Changes in tectonic and climatic processes may potentially cause changes in hydrologic conditions and geomorphology that could affect the integrity of a deep, mined repository either adversely or beneficially.</p><p>The transition from a full-glacial climate to the current interglacial condition has occurred within the past 15,000 years. Reconstructions of the last full-glacial climate indicate that, at that time, there was greater water availability for runoff and vegetation growth than there is now. Based on the increased water availability and depending on seasonal distribution of precipitation, on soil characteristics, on topography, and on other characteristics, ground-water recharge during the full-glacial climate is estimated to have been possibly 2 to 10 or more times the modern rate. During the full-glacial climate, more than 100 lakes occupied closed basins in the province. Any increase in ground-water recharge and refilling of Pleistocene lakes will tend to decrease the distance of ground-water flow and its time of travel. The unsaturated zone this zone is considered a potential host medium where the thickness is greater than 150 m will be decreased by these changes. In contrast, incision of streams and other geomorphic, tectonic, or climatically induced changes that lower the ground-water discharge level will tend to increase the thickness of the unsaturated zone. Aggradation in basinal troughs may either decrease or increase the thickness of the unsaturated zone. Aggradation in basins that causes the ground-water discharge level to rise will tend to decrease the thickness of unsaturated zone in the adjacent uplands; aggradation in basins where the ground-water discharge level remains the same or is lowered will increase the unsaturated thickness of basin fill.</p><p>Records show that, throughout late Cenozoic time in the Basin and Range province, continued vertical crustal movements have tended to maintain mountain ranges and closed basins, whereas aggradation of the basins and erosion of the mountain ranges have tended to decrease the topographic relief. Maximum rates of denudation for small basins in areas climatically similar to the Basin and Range province are about 2 meters per 104 years. For sites unaffected by stream incision and scarp retreat, a conservative estimate of erosion affecting long-term changes in depth of burial would appear to be 2 meters per 104 years, or, equal to the long-term rate of vertical crustal movement where greater than 2 meters per 104 years. The response of the ground-water conditions to climatic and geomorphically induced boundary conditions is significant from the points of: (1) The potential maximum change in the ground-water flow system; (2) the time of response of the ground-water system; and (3) the present state of the ground-water system as a result of past changes. Effects of longterm climatic and tectonic changes on hydrologic and geomorphic conditions differ from area to area, and rates of change of geomorphic and hydrologic conditions may vary significantly. Therefore, sitespecific studies need to be made to assess the long-term integrity of deep, mined repositories. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1370A","collaboration":"Prepared in cooperation with the States of Arizona, California, Idaho, Nevada, New Mexico, Texas, and Utah","usgsCitation":"Bedinger, M.S., Sargent, K.A., Langer, W.H., Sherman, F.B., Reed, J., and Brady, B.T., 1989, Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Basis of characterization and evaluation: U.S. Geological Survey Professional Paper 1370, Report: vi, 41 p.; Plate: 34.00 in. x 32.00 in., https://doi.org/10.3133/pp1370A.","productDescription":"Report: vi, 41 p.; Plate: 34.00 in. x 32.00 in.","startPage":"A1","endPage":"A41","numberOfPages":"48","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":104611,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4821.htm","linkFileType":{"id":5,"text":"html"},"description":"4821"},{"id":120236,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1370a/report-thumb.jpg"},{"id":65293,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":65294,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1370a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona, California, Idaho, Nevada, New Mexico, Texas, Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a24e","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":220008,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sargent, K. A.","contributorId":58630,"corporation":false,"usgs":true,"family":"Sargent","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":220007,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Langer, William H. blanger@usgs.gov","contributorId":1241,"corporation":false,"usgs":true,"family":"Langer","given":"William","email":"blanger@usgs.gov","middleInitial":"H.","affiliations":[{"id":387,"text":"Mineral Resources Program","active":true,"usgs":true}],"preferred":false,"id":220006,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sherman, Frank B.","contributorId":16495,"corporation":false,"usgs":true,"family":"Sherman","given":"Frank","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":220004,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Reed, J.E.","contributorId":41801,"corporation":false,"usgs":true,"family":"Reed","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":220005,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Brady, B. T.","contributorId":93047,"corporation":false,"usgs":true,"family":"Brady","given":"B.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":220009,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":38446,"text":"pp1405D - 1989 - Geochemistry of the Cambrian-Ordovician aquifer system in the northern Midwest, United States: D in <i>Regional aquifer-system analysis</i>","interactions":[],"lastModifiedDate":"2018-04-02T10:36:50","indexId":"pp1405D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1405","chapter":"D","title":"Geochemistry of the Cambrian-Ordovician aquifer system in the northern Midwest, United States: D in <i>Regional aquifer-system analysis</i>","docAbstract":"<p>Distributions of solutes in aquifers of Cambrian and Ordovician age were studied in Minnesota, Wisconsin, Iowa, Illinois, northwestern Indiana, and northern Missouri to determine the sources of solutes and the probable chemical mechanisms that control regional variations in water quality. This work is part of the Northern Midwest Regional Aquifer-System Analysis project, whose objective is to describe and model the regional hydrogeology of the Cambrian- Ordovician aquifer system in the study region. The data base used included more than 3,000 ground-water-quality analyses from all major aquifers, but especially from the St. Peter, Jordan, and Mount Simon Sandstones and their equivalents. Regional variations in the water chemistry of glacial drift and other sedimentary units that overlie the Cambrian-Ordovician aquifer system in recharge areas in Minnesota, Iowa, Wisconsin, and Illinois were also studied, but to a lesser degree.</p>\n<p>The most important chemical variation in the aquifer is the change in water type from calcium-sodium-sulfate-bicarbonate water to sodium-calcium-sulfate-bicarbonate and sodium-chloride waters along the longest regional flow path from northwestern Iowa to the Illinois basin. Sodium predominance downgradient from the recharge area is probably related to mechanisms of ion exchange and shalemembrane filtration near the Illinois and Forest City basins.</p>\n<p>The most striking aspect of the distribution of dissolved solids and carbon isotopic content of bicarbonate is the increase in concentration and isotopic enrichment from southwestern Wisconsin, southern Minnesota, and northwestern Illinois south toward Missouri. This trend is perpendicular to the present hydraulic gradient that trends from northwestern Iowa southeastward to the Illinois basin. The distribution of dissolved solids defines a \"plume\" of dilute water having a dissolved-solids concentration of about 500 milligrams per liter, compared with surrounding concentrations more than twice as large. Distribution of the isotopic content of oxygen (&lt;518O) and hydrogen (5D) in water closely parallels that of dissolved solids and shows covariance similar to modern meteoric water. The isotopic contents are more depleted (lighter) toward the south, perpendicular to the direction of current hydraulic gradients. The degree of depletion, compared with the isotopic content of modern recharge water, indicates that the plume and a significant fraction of the ground water in Iowa, northern Missouri, and possibly central Illinois may have originated as recharge during Pleistocene time.</p>\n<p>Distributions of dissolved trace constituents in the aquifers probably are related to the proximity to mineralogic sources as well as chemical and hydraulic mechanisms. For example, concentrations of some constituents, such as cadmium and arsenic, are largest in the vicinity of the Dakota Formation in northwestern Iowa. Other constituents, such as beryllium and vanadium, have larger concentrations near the edge of the Forest City basin in southwestern Iowa and northwestern Missouri. Strontium and fluoride concentrations generally increase from north to south, which suggests the input of these trace constituents during the recharge events. However, concentrations of bromide, radium-226, and lithium show distribution patterns similar to the \"plume\" defined by dissolved solids and isotopes of water, suggesting dilution of concentrations of trace constituents by Pleistocene recharge. Concentrations of other constituents are partly controlled by aquifer temperature, such as silica in south-central Iowa, and solubility controls, such as barium in northeastern Illinois. Additional information on the chemical and mineralogical composition of the aquifer matrix and the isotopically lightest ground water is needed to evaluate the hypothesis of Pleistocene mixing before more quantitative studies can be done to evaluate the different proposed mechanisms that have controlled and modified the water chemistry over time. This study, however, indicates that the ground water in the region is thousands of years old. The study also indicates that the major chemical trends in the aquifers probably are related as much to paleohydrogeologic flow systems during Pleistocene time as to the present flow system, which may postdate the retreat of the last ice sheet about 12,000 years ago.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Regional aquifer-system analysis","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1405D","usgsCitation":"Siegel, D.I., 1989, Geochemistry of the Cambrian-Ordovician aquifer system in the northern Midwest, United States: D in <i>Regional aquifer-system analysis</i>: U.S. Geological Survey Professional Paper 1405, vii, 76 p., https://doi.org/10.3133/pp1405D.","productDescription":"vii, 76 p.","numberOfPages":"87","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":64921,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1405d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1405d/report-thumb.jpg"}],"country":"United States","state":"Iowa, Indiana, Illinois, Michigan, Minnesota, Missouri, Wisconsin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -86.044921875,\n              45.9511496866914\n            ],\n            [\n              -88.330078125,\n              46.042735653846506\n            ],\n            [\n              -90.3955078125,\n              46.31658418182218\n            ],\n            [\n              -92.59277343749999,\n              46.34692761055676\n            ],\n            [\n              -93.603515625,\n              46.13417004624326\n            ],\n            [\n              -94.7021484375,\n              45.24395342262324\n            ],\n            [\n              -95.8447265625,\n              43.644025847699496\n            ],\n            [\n              -96.6796875,\n              42.553080288955826\n            ],\n            [\n              -96.7236328125,\n              41.83682786072714\n            ],\n            [\n              -96.328125,\n              40.78054143186031\n            ],\n            [\n              -95.2734375,\n              39.16414104768742\n            ],\n            [\n              -94.8779296875,\n              38.37611542403604\n            ],\n            [\n              -93.8232421875,\n              37.996162679728116\n            ],\n            [\n              -90.7470703125,\n              37.54457732085582\n            ],\n            [\n              -89.69238281249999,\n              37.71859032558816\n            ],\n            [\n              -88.1982421875,\n              38.03078569382294\n            ],\n            [\n              -87.01171875,\n              38.685509760012\n            ],\n            [\n              -85.78125,\n              39.16414104768742\n            ],\n            [\n              -86.4404296875,\n              42.45588764197166\n            ],\n            [\n              -86.8798828125,\n              43.29320031385282\n            ],\n            [\n              -87.099609375,\n              44.15068115978091\n            ],\n            [\n              -86.044921875,\n              45.9511496866914\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa604","contributors":{"authors":[{"text":"Siegel, D. I.","contributorId":77562,"corporation":false,"usgs":true,"family":"Siegel","given":"D.","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":219837,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":59597,"text":"mf2008C - 1989 - Aeromagnetic maps of the Uinta and Piceance Basins and vicinity, Utah and Colorado","interactions":[],"lastModifiedDate":"2025-05-28T17:00:45.946804","indexId":"mf2008C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2008","chapter":"C","title":"Aeromagnetic maps of the Uinta and Piceance Basins and vicinity, Utah and Colorado","docAbstract":"<p>In order to understand the evolution of sedimentary basins, it is important to understand their tectonic setting. In a U.S. Geological Survey (USGS) study of the Uinta and Piceance basins in Utah and Colorado, this understanding is approached through characterization of subsurface structure and lithology of a large region encompassing the basins. An important tool for interpreting these subsurface features is aeromagnetic data.</p>\n<br/>\n<p>Aeromagnetic anomalies represent variations in the strength and direction of the Earth's magnetic field that are produced by rocks containing a significant number of magnetic minerals (commonly magnetite). The shape and magnitude of an anomaly produced by one body of rock are complexly related to the amount of magnetic minerals present, the magnetic properties of those minerals (determined by a number of factors, including the history of the rock), and the shape of the rock body. In the study area, only crystalline basement rocks and volcanic rocks are likely to contain enough magnetic minerals to produce anomalies; sedimentary rocks and metasediments are generally so poor in magnetic minerals that their magnetic effects cannot be detected by the types of surveys presented in this report. Patterns of anomalies on aeromagnetic maps can reveal not only lithologic differences related to magnetite content, but structural features as well, such as faults that have juxtaposed crystalline rocks against sedimentary rocks, and upwarps of crystalline basement underlying sedimentary sequences.</p>\n<br/>\n<p>Tectonic features of regional extent may not become apparent until a number of aeromagnetic surveys have been compiled and plotted at the same scale. Commonly the compilation involves piecing together data from surveys that were flown at different times and have widely disparate flight specifications and data reduction procedures. The data may be compiled into a composite map, where all the pieces are plotted onto one map without regard to the differences in flight elevation and datum, or they may be compiled into a merged map, where all survey data are analytically reduced to a common flight elevation and datum, and then digitally merged at the survey boundaries. The composite map retains the original resolution of all survey data, but computer methods to enhance or model regional features crossing the survey boundaries cannot be applied. On the other hand, these computer methods can be applied to the merged data, but the resolution of the data may be somewhat diminished. This report presents both composite and merged aeromagnetic maps for a large region that includes the Uinta Basin in Utah and the Piceance basin in Colorado (fig. 1).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf2008C","usgsCitation":"Grauch, V.J., and Plesha, J.L., 1989, Aeromagnetic maps of the Uinta and Piceance Basins and vicinity, Utah and Colorado: U.S. Geological Survey Miscellaneous Field Studies Map 2008, 2 Plates: 47.69 x 40.45 and 47.18 x 32.60 inches, https://doi.org/10.3133/mf2008C.","productDescription":"2 Plates: 47.69 x 40.45 and 47.18 x 32.60 inches","costCenters":[],"links":[{"id":486653,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5600.htm","linkFileType":{"id":5,"text":"html"}},{"id":278811,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2008c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":183155,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/2008c/report-thumb.jpg"},{"id":278812,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2008c/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","datum":"National Geodetic Vertical Datum of 1929","country":"United States","state":"Colorado;Utah","otherGeospatial":"Piceance Basin, Uinta Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.1482,37.9269 ], [ -113.1482,41.0 ], [ -106.3559,41.0 ], [ -106.3559,37.9269 ], [ -113.1482,37.9269 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689eab","contributors":{"authors":[{"text":"Grauch, V. J. S. 0000-0002-0761-3489","orcid":"https://orcid.org/0000-0002-0761-3489","contributorId":34125,"corporation":false,"usgs":true,"family":"Grauch","given":"V.","email":"","middleInitial":"J. S.","affiliations":[],"preferred":false,"id":262290,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Plesha, Joseph L.","contributorId":96335,"corporation":false,"usgs":true,"family":"Plesha","given":"Joseph","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":262291,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44834,"text":"wri884218 - 1989 - Precipitation, streamflow, and base flow in west-central Texas, December 1974 through March 1977","interactions":[],"lastModifiedDate":"2016-08-10T15:43:00","indexId":"wri884218","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4218","title":"Precipitation, streamflow, and base flow in west-central Texas, December 1974 through March 1977","docAbstract":"<p>Precipitation, streamflow, and base-flow data were analyzed for December 1974 through March 1977 as a part of the Edwards-Trinity Regional Aquifer-System Analysis in west-central Texas. The period of record analyzed corresponds to the calibrating period of a digital groundwater-flow model of the aquifer system currently (1988) being developed. Precipitation at individual stations ranged from 6 to 45 in/yr. Precipitation normally (1951-80) ranged from 10 to 32 in/year from east to west in the study area. Precipitation was near normal over most of the area and above normal in the southeastern part of the study area. Streamflow ranged from less than 1 in/year in the western part of the study area to 13 in/yr in the southeastern part. Streamflow was 8 in/yr above normal in the southeast. Base flow ranged from less than 0.1 in/yr in the western part of the study area to 6 in/yr in the southeastern part. (USGS)</p>","language":"ENGLISH","doi":"10.3133/wri884218","usgsCitation":"Kuniansky, E.L., 1989, Precipitation, streamflow, and base flow in west-central Texas, December 1974 through March 1977: U.S. Geological Survey Water-Resources Investigations Report 88-4218, 2 Sheets, https://doi.org/10.3133/wri884218.","productDescription":"2 Sheets","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":82191,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4218/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169094,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4218/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aebe3","contributors":{"authors":[{"text":"Kuniansky, Eve L. 0000-0002-5581-0225 elkunian@usgs.gov","orcid":"https://orcid.org/0000-0002-5581-0225","contributorId":932,"corporation":false,"usgs":true,"family":"Kuniansky","given":"Eve","email":"elkunian@usgs.gov","middleInitial":"L.","affiliations":[{"id":5064,"text":"Southeast Regional Director's Office","active":true,"usgs":true},{"id":509,"text":"Office of the Associate Director for Water","active":true,"usgs":true}],"preferred":true,"id":230518,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}