Data for hydrologic and physical properties of Mesozoic formations in the Upper Colorado River Basin, excluding the San Juan Basin, have been collected by government agencies, private industry, property owners, and other sources. These data were compiled and analyzed so that they would be available for use by hydrologists, earth scientists, planners, and others. Five methods of data analysis are discussed. The results of these five methods are not directly comparable because of differences in the volume of an aquifer represented by each method. Aquifer tests represent the largest volume of an aquifer, specific capacity and drill-stem tests represent a smaller volume, slug-injection tests represent a still smaller volume, and laboratory tests represent the smallest volume. Because they represent large volumes of an aquifer, aquifer tests were considered to give the best estimates of hydrologic characteristics. Laboratory data for permeability to air and hydraulic conductivity were determined to be related by a simple power function.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864170","usgsCitation":"Weigel, J.F., 1987, Selected hydrologic and physical properties of Mesozoic formations in the Upper Colorado River Basin in Arizona, Colorado, Utah, and Wyoming: Excluding the San Juan Basin: U.S. Geological Survey Water-Resources Investigations Report 86-4170, v, 68 p., https://doi.org/10.3133/wri864170.","productDescription":"v, 68 p.","costCenters":[],"links":[{"id":403955,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36595.htm","linkFileType":{"id":5,"text":"html"}},{"id":59189,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4170/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159807,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4170/report-thumb.jpg"}],"country":"United States","state":"Arizona, Colorado, Utah, Wyoming","otherGeospatial":"upper Colorado River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112,\n 36\n ],\n [\n -106,\n 36\n ],\n [\n -106,\n 43\n ],\n [\n -112,\n 43\n ],\n [\n -112,\n 36\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4b90","contributors":{"authors":[{"text":"Weigel, J. F.","contributorId":74394,"corporation":false,"usgs":true,"family":"Weigel","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":203220,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19115,"text":"ofr87224 - 1987 - Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","interactions":[],"lastModifiedDate":"2017-06-14T10:55:22","indexId":"ofr87224","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-224","title":"Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","docAbstract":"Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas, Fort Worth, and San Antonio areas.
\nThe Geological Survey, in cooperation with the Texas Department of Water Reources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.
\nThe objectives of the Austin urban hydrology study are as follows:
\nThis report presents the basic hydrologic data collected in the Austin urban area for the 1985 water year (Oct. 1, 1984 to Sept. 30, 1985). Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-85-3, 1985.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr87224","collaboration":"Prepared in cooperation with the City of Austin","usgsCitation":"Gordon, J., Pate, D., and Dorsey, M., 1987, Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985: U.S. Geological Survey Open-File Report 87-224, vi, 170 p., https://doi.org/10.3133/ofr87224.","productDescription":"vi, 170 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":150696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0224/report-thumb.jpg"},{"id":48578,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0224/report.pdf","text":"Report","size":"2.50 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","county":"Austin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.09280395507812,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 29.991812888666043\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6080d5","contributors":{"authors":[{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":180329,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pate, D.L.","contributorId":87145,"corporation":false,"usgs":true,"family":"Pate","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":180331,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":180330,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30605,"text":"wri854308 - 1987 - Simulation of ground-water flow near the nuclear-fuel reprocessing facility at the Western New York Nuclear Service Center, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:09:13","indexId":"wri854308","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4308","title":"Simulation of ground-water flow near the nuclear-fuel reprocessing facility at the Western New York Nuclear Service Center, Cattaraugus County, New York","docAbstract":"A two-dimensional finite-difference model was developed to simulate groundwater flow in a surficial sand and gravel deposit underlying the nuclear fuel reprocessing facility at Western New York Nuclear Service Center near West Valley, N.Y. The sand and gravel deposit overlies a till plateau that abuts an upland area of siltstone and shale on its west side, and is bounded on the other three sides by deeply incised stream channels that drain to Buttermilk Creek, a tributary to Cattaraugus Creek. Radioactive materials are stored within the reprocessing plant and are also buried within a till deposit at the facility. Tritiated water is stored in a lagoon system near the plant and released under permit to Franks Creek, a tributary to Buttermilk Creek. Groundwater levels predicted by steady-state simulations closely matched those measured in 23 observation wells, with an average error of 0.5 meter. Simulated groundwater discharges to two stream channels and a subsurface drain were within 5% of recorded values. Steady-state simulations used an average annual recharge rate of 46 cm/yr; predicted evapotranspiration loss from the ground was 20 cm/yr. The lateral range in hydraulic conductivity obtained through model calibration was 0.6 to 10 m/day. Model simulations indicated that 33% of the groundwater discharged from the sand and gravel unit (2.6 L/sec) is lost by evapotranspiration, 3% (3.0 L/sec) flows to seepage faces at the periphery of the plateau, 20% (1.6 L/sec) discharges to stream channels that drain a large wetland area near the center of the plateau, and the remaining 8% (0.6 L/sec) discharges to a subsurface french drain and to a wastewater treatment system. Groundwater levels computed by a transient-state simulation of an annual climatic cycle, including seasonal variation in recharge and evapotranspiration, closely matched water levels measured in eight observation wells. The model predicted that the subsurface drain and the stream channel that drains the wetland would intercept most of the recharge originating near the reprocessing plant. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854308","usgsCitation":"Yager, R.M., 1987, Simulation of ground-water flow near the nuclear-fuel reprocessing facility at the Western New York Nuclear Service Center, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4308, vi, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854308.","productDescription":"vi, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":161180,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4308/report-thumb.jpg"},{"id":59372,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4308/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59371,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4308/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f250a","contributors":{"authors":[{"text":"Yager, R. M.","contributorId":8069,"corporation":false,"usgs":true,"family":"Yager","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203526,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30413,"text":"wri874126 - 1987 - Preliminary assessment of water quality in the alluvial aquifer of the Puerco River basin, Northeastern Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri874126","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4126","title":"Preliminary assessment of water quality in the alluvial aquifer of the Puerco River basin, Northeastern Arizona","docAbstract":"The quality of groundwater in the alluvial aquifer of the Puerco River basin, northeastern Arizona, was evaluated in order to assess potential contamination from uranium mining and milling operations in New Mexico. A total of 14 wells and 1 spring were sampled to determine if a contaminant plume of radionuclides or trace elements is present. The water is characterized by high dissolved solids with a median of 698 mg/l and high concentrations of alkalinity, sodium, and sulfate. Except for iron, manganese, and strontium, the concentrations of trace elements generally are below the applicable EPA and State of Arizona maximum contaminant levels. Gross alpha activity has a median of 27 picocuries/l and ranges from 4 to 42 picocuries/l. Uranium, which accounts for most of the gross alpha activity, has a median concentration of 19 micrograms/l and ranges from 1 to 38 micrograms/l. Twenty percent to 84% of the gross alpha activity was derived from other undetermined radionuclides. Other radionuclides, including radium-226 and radium-228, generally are not present in activities > 5 picocuries/l in the water. Statistical analysis of the water quality data suggest that no contaminant plume can be defined on the basis of samples from existing wells. The contamination in the alluvial aquifer apparently does not change in the downstream direction along the Puerco River. The geochemistry of radionuclides indicates that most radionuclides from the uranium-decay series are immobile or only slightly mobile, whereas uranium will not precipitate out of solution but may be removed by sorption in the alluvial aquifer. (Author 's abstract)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/wri874126","usgsCitation":"Webb, R.H., Rink, G., and Radtke, D.B., 1987, Preliminary assessment of water quality in the alluvial aquifer of the Puerco River basin, Northeastern Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4126, vi, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874126.","productDescription":"vi, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160086,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4126/report-thumb.jpg"},{"id":59183,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4126/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c9b5","contributors":{"authors":[{"text":"Webb, R. H.","contributorId":13648,"corporation":false,"usgs":true,"family":"Webb","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":203207,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rink, G.R.","contributorId":63829,"corporation":false,"usgs":true,"family":"Rink","given":"G.R.","email":"","affiliations":[],"preferred":false,"id":203208,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Radtke, D. B.","contributorId":72821,"corporation":false,"usgs":true,"family":"Radtke","given":"D.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":203209,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30419,"text":"wri874138 - 1987 - Regional Aquifer-System Analysis Program of the US Geological Survey; bibliography, 1978-86","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri874138","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4138","title":"Regional Aquifer-System Analysis Program of the US Geological Survey; bibliography, 1978-86","docAbstract":"The Regional Aquifer-System Analysis Program of the U.S. Geological Survey was initiated in 1978. The purpose of this program is to define the regional geohydrology and establish a framework of background information on geology, hydrology, and geochemistry of the Nation 's important aquifer systems. This information is needed to develop an understanding of the Nation 's major groundwater flow systems and to support better groundwater resources management. As of 1986, investigations of 28 regional aquifer systems were planned, investigations of 9 regional aquifer systems were completed, and 11 regional aquifer systems were being studied. This report is a bibliography of reports completed under the Regional Aquifer-System Analysis Program from 1978 through 1986. The reports resulting from each regional aquifer-system study are listed after an introduction to the study. During 1978-86, 488 reports were completed under the Regional Aquifer-System Analysis Program, and 168 reports which were partially funded by the Regional Aquifer-System Analysis Program were completed under the National Research Program. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874138","usgsCitation":"Weeks, J., and Sun, R.J., 1987, Regional Aquifer-System Analysis Program of the US Geological Survey; bibliography, 1978-86: U.S. Geological Survey Water-Resources Investigations Report 87-4138, iv, 81 p. :map ;28 cm., https://doi.org/10.3133/wri874138.","productDescription":"iv, 81 p. :map ;28 cm.","costCenters":[],"links":[{"id":159800,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4138/report-thumb.jpg"},{"id":59187,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4138/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6350d2","contributors":{"authors":[{"text":"Weeks, J.B.","contributorId":61426,"corporation":false,"usgs":true,"family":"Weeks","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":203217,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sun, Ren Jen","contributorId":68721,"corporation":false,"usgs":true,"family":"Sun","given":"Ren","email":"","middleInitial":"Jen","affiliations":[],"preferred":false,"id":203218,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30460,"text":"wri844061 - 1987 - Overview of surface-water quality in Ohio's coal regions","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri844061","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4061","title":"Overview of surface-water quality in Ohio's coal regions","docAbstract":"This report is designed to provide the nontechnical audience with some of the results of an 'Assessment of Water Quality in Streams Draining Coal-Producing Areas in Ohio,' by Christine L. Pfaff and others (published by the U.S. Geological Survey in 1981). The purpose of the assessment was to document the occurrence of certain chemical constituents in streams in Ohio's coal region and determine to what extent the presence of these constituents was related to mining.\r\n\r\nOhio's most productive coal seams are associated with the Allegheny and Monongahela Formation of Pennsylvanian age. These coals were mined by underground methods very early in Ohio's history. Underground mining continues in the state today; however, surface mining now produces significantly more coal. Acid mine drainage from unreclaimed surface and underground mines has affected surface-water quality in Ohio for many years, and recently has led to establishment of reclamation programs by State and Federal agencies.\r\n\r\nIn their assessment of Ohio's coal region, Pfaff and others sampled 150 sites in small watersheds underlain by the Allegheny and the Monogahela Formations. Each site represented only one of four land-use types (active-mine, unmined, abandoned-mine, or reclaimed).\r\n\r\nStatistical analysis of data from the unmined, abandoned-mine, and reclaimed sites showed that there were significant differences in pH, specific conductance, alkalinity, and concentrations of sulfate and aluminum among abandoned-mine and unmined sites. Reclaimed sites had average pH values and aluminum concentrations similar to those unmined sites. Average specific conductance and sulfate concentrations were about the same for reclaimed abandoned-mine sites, but were significantly lower at unmined sites; specific conductance and sulfate concentration, in fact, proved to be reliable indicators of basins that had been disturbed by mining. Alkalinity was significantly different for all three land uses, the highest values being found at reclaimed sites. The relationship revealed by this study may be useful in designing future water-quality sampling programs in Ohio's coal region.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844061","usgsCitation":"Westover, S., and Eberle, M., 1987, Overview of surface-water quality in Ohio's coal regions: U.S. Geological Survey Water-Resources Investigations Report 84-4061, iv, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844061.","productDescription":"iv, 32 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124455,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4061/report-thumb.jpg"},{"id":59237,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4061/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db68a19b","contributors":{"authors":[{"text":"Westover, Susan","contributorId":90349,"corporation":false,"usgs":true,"family":"Westover","given":"Susan","email":"","affiliations":[],"preferred":false,"id":203291,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eberle, Michael","contributorId":39770,"corporation":false,"usgs":true,"family":"Eberle","given":"Michael","email":"","affiliations":[],"preferred":false,"id":203290,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15246,"text":"ofr87398 - 1987 - Reflections on writing hydrologic reports","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr87398","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-398","title":"Reflections on writing hydrologic reports","docAbstract":"Reporting of scientific work should be characterized by a logical argument that is developed through presentation of the problem, tabulation and display of data pertinent to the problem , and testing and interpretation of the data to prove hypotheses that address the problem. Organization of the report is vital to developing this logical argument: it provides structure, continuity, logic, and emphasis to the presentation. Each part of the report serves a specific function and each is linked by a connecting logic, the logical argument of the report. Each scientific report normally has a title, table of contents, abstract, introduction, body (of the report), and summary and/or conclusions. Organization of sections within the body of the report is exactly parallel to overall organization; subjects presented in the section title are developed by logical subdivisions and pertinent discussion. The summary and/or conclusions section culminates the logical argument of the report by drawing together and quantitatively reiterating the principal conclusions developed in the discussion. Supplemental information on report content, background of the study, additional data or details on procedures, and other information of interest to the reader is presented in the foreward or preface, list of illustrations or tables, glossaries, and appendixes. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87398","usgsCitation":"Olcott, P.G., 1987, Reflections on writing hydrologic reports: U.S. Geological Survey Open-File Report 87-398, iii, 8 p. ;28 cm., https://doi.org/10.3133/ofr87398.","productDescription":"iii, 8 p. ;28 cm.","costCenters":[],"links":[{"id":147153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0398/report-thumb.jpg"},{"id":44188,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0398/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6350dc","contributors":{"authors":[{"text":"Olcott, Perry G.","contributorId":17249,"corporation":false,"usgs":true,"family":"Olcott","given":"Perry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":170813,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":69330,"text":"l209 - 1987 - Valdez, Alaska, vegetation and land cover","interactions":[],"lastModifiedDate":"2012-02-10T00:11:23","indexId":"l209","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":321,"text":"Land Use and Land Cover","code":"L","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"209","title":"Valdez, Alaska, vegetation and land cover","language":"ENGLISH","doi":"10.3133/l209","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Valdez, Alaska, vegetation and land cover: U.S. Geological Survey Land Use and Land Cover 209, -, https://doi.org/10.3133/l209.","productDescription":"-","costCenters":[],"links":[{"id":188870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":261172,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/l/209/plate-1.pdf"},{"id":261173,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/l/209/plate-2.pdf"}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -147,61 ], [ -147,62 ], [ -144,62 ], [ -144,61 ], [ -147,61 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602cfe","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534557,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":65808,"text":"i1810 - 1987 - Shaded relief and surface markings of the Etana region of Ganymede","interactions":[],"lastModifiedDate":"2012-02-02T00:13:13","indexId":"i1810","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1810","subseriesTitle":"NONE","title":"Shaded relief and surface markings of the Etana region of Ganymede","language":"ENGLISH","doi":"10.3133/i1810","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Shaded relief and surface markings of the Etana region of Ganymede: U.S. Geological Survey IMAP 1810, 2 maps :1 col. ;sheets 83 x 54 cm. and 66 x 54 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1810.","productDescription":"2 maps :1 col. ;sheets 83 x 54 cm. and 66 x 54 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189132,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101152,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1810/plate-1.pdf","size":"4603","linkFileType":{"id":1,"text":"pdf"}},{"id":101153,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1810/plate-2.pdf","size":"3935","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f49be","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534163,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19577,"text":"ofr87457 - 1987 - Quality control manual of the U.S. Geological Survey's National Water Quality Laboratory","interactions":[],"lastModifiedDate":"2012-02-02T00:07:32","indexId":"ofr87457","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-457","title":"Quality control manual of the U.S. Geological Survey's National Water Quality Laboratory","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies of this report can be purchased from U.S. Geological Survey, Books and Open-File Reports Section,","doi":"10.3133/ofr87457","usgsCitation":"Jones, B.E., 1987, Quality control manual of the U.S. Geological Survey's National Water Quality Laboratory: U.S. Geological Survey Open-File Report 87-457, iv, 17 p. :ill. ;28 cm., https://doi.org/10.3133/ofr87457.","productDescription":"iv, 17 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151412,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0457/report-thumb.jpg"},{"id":49049,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0457/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db65518d","contributors":{"authors":[{"text":"Jones, B. E.","contributorId":70787,"corporation":false,"usgs":true,"family":"Jones","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":181152,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":15235,"text":"ofr87504 - 1987 - Earthquake-induced liquefaction features in the coastal South Carolina region","interactions":[],"lastModifiedDate":"2012-02-02T00:06:57","indexId":"ofr87504","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-504","title":"Earthquake-induced liquefaction features in the coastal South Carolina region","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87504","usgsCitation":"Obermeier, S., Weems, R., and Jacobson, R., 1987, Earthquake-induced liquefaction features in the coastal South Carolina region: U.S. Geological Survey Open-File Report 87-504, 20 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr87504.","productDescription":"20 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":146742,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0504/report-thumb.jpg"},{"id":44183,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0504/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62976d","contributors":{"authors":[{"text":"Obermeier, S. F.","contributorId":17602,"corporation":false,"usgs":true,"family":"Obermeier","given":"S. F.","affiliations":[],"preferred":false,"id":170789,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weems, R.E.","contributorId":44920,"corporation":false,"usgs":true,"family":"Weems","given":"R.E.","affiliations":[],"preferred":false,"id":170790,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jacobson, R. B. 0000-0002-8368-2064","orcid":"https://orcid.org/0000-0002-8368-2064","contributorId":92614,"corporation":false,"usgs":true,"family":"Jacobson","given":"R. B.","affiliations":[{"id":192,"text":"Columbia Environmental Research Center","active":true,"usgs":true}],"preferred":true,"id":170791,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30563,"text":"wri874010 - 1987 - Relation between ground water and surface water in the Hillsborough River basin, west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri874010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4010","title":"Relation between ground water and surface water in the Hillsborough River basin, west-central Florida","docAbstract":"The relation between groundwater and surface water in the Hillsborough River basin was defined through the use of: seismic-reflection profiling along selected reaches of the Hillsborough River, and evaluation of streamflow, rainfall, groundwater levels, water quality, and geologic data. Major municipal well fields in the basin are Morris Bridge and Cypress Creek where an averages of 15.3 and 30.0 million gal/day (mgd), respectively, were pumped in 1980. Mean annual rainfall for the study area is 53.7 inches. Average rainfall for 1980, determined from eight rainfall stations, was 49.7 inches. Evapotranspiration, corrected for the 5% of the basin that is standing water, was 35.7 in/year. The principal geohydrologic units in the basin are the surficial aquifer, the intermediate aquifer and confining beds, the Upper Floridan aquifer, the middle confining unit, and the Lower Floridan aquifer. Total pumpage of groundwater in 1980 was 98.18 mgd. The surficial aquifer and the intermediate aquifer are not used for major groundwater supply in the basin. Continuous marine seismic-reflection data collected along selected reaches of the Hillsborough River were interpreted to define the riverbed profile, the thickness of surficial deposits, and the top of persistent limestone. Major areas of groundwater discharge near the Hillsborough River and its tributaries are the wetlands adjacent to the river between the Zephyrhills gaging stations and Fletcher Avenue and the wetlands adjacent to Cypress Creek. An estimated 20 mgd seeps upward from the Upper Floridan aquifer within those wetland areas. The runoff/sq mi is greater at the Zephyrhills station than at Morris Bridge. However, results of groundwater flow models and potentiometric-surface maps indicate that groundwater is flowing upward along the Hillsborough River between the Zephyrhills gage and the Morris Bridge gage. This upward leakage is lost to evapotranspiration. An aquifer test conducted in 1978 at the Morris Bridge well field was evaluated by using an anisotropic method. Analytical results matched observed water levels within 0.1 ft. Analysis of aquifer test results indicates that withdrawals of up to 28 mgd would have a negligible effect on the river stage or flow. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874010","usgsCitation":"Wolansky, R., and Thompson, T.H., 1987, Relation between ground water and surface water in the Hillsborough River basin, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4010, vi, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874010.","productDescription":"vi, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160079,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4010/report-thumb.jpg"},{"id":59328,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d06","contributors":{"authors":[{"text":"Wolansky, R. M.","contributorId":89163,"corporation":false,"usgs":true,"family":"Wolansky","given":"R. M.","affiliations":[],"preferred":false,"id":203461,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thompson, T. H.","contributorId":23927,"corporation":false,"usgs":true,"family":"Thompson","given":"T.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":203460,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":13691,"text":"ofr87671 - 1987 - Preliminary results of coring the Mesozoic diabase sheet near Reesers Summit, New Cumberland, Pennsylvania","interactions":[],"lastModifiedDate":"2022-10-03T19:16:38.397078","indexId":"ofr87671","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-671","title":"Preliminary results of coring the Mesozoic diabase sheet near Reesers Summit, New Cumberland, Pennsylvania","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87671","usgsCitation":"Froelich, A., Daniels, D.L., and Morin, R.H., 1987, Preliminary results of coring the Mesozoic diabase sheet near Reesers Summit, New Cumberland, Pennsylvania: U.S. Geological Survey Open-File Report 87-671, ii, 37 p., https://doi.org/10.3133/ofr87671.","productDescription":"ii, 37 p.","costCenters":[],"links":[{"id":42248,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0671/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407808,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_18931.htm","linkFileType":{"id":5,"text":"html"}},{"id":146624,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0671/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"New Cumberland, Reesers Summit","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.9,\n 40.183\n ],\n [\n -76.842,\n 40.183\n ],\n [\n -76.842,\n 40.217\n ],\n [\n -76.9,\n 40.217\n ],\n [\n -76.9,\n 40.183\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aade4b07f02db66b36a","contributors":{"authors":[{"text":"Froelich, A.J.","contributorId":13593,"corporation":false,"usgs":true,"family":"Froelich","given":"A.J.","email":"","affiliations":[],"preferred":false,"id":168240,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Daniels, D. L.","contributorId":69114,"corporation":false,"usgs":true,"family":"Daniels","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":168242,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Morin, R. H.","contributorId":31794,"corporation":false,"usgs":true,"family":"Morin","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":168241,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":15081,"text":"ofr87189 - 1987 - Preliminary geologic structure map of the Delta 2° quadrangle and adjacent areas, west-central Utah","interactions":[],"lastModifiedDate":"2022-10-06T16:38:05.513959","indexId":"ofr87189","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-189","title":"Preliminary geologic structure map of the Delta 2° quadrangle and adjacent areas, west-central Utah","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87189","usgsCitation":"Morris, H.T., 1987, Preliminary geologic structure map of the Delta 2° quadrangle and adjacent areas, west-central Utah: U.S. Geological Survey Open-File Report 87-189, Report: 3 p.; 1 Plate: 18.36 × 14.19 inches, https://doi.org/10.3133/ofr87189.","productDescription":"Report: 3 p.; 1 Plate: 18.36 × 14.19 inches","costCenters":[],"links":[{"id":43997,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0189/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43996,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0189/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148729,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0189/report-thumb.jpg"},{"id":408042,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17156.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Utah","otherGeospatial":"Delta 2° quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114,\n 39\n ],\n [\n -111.5,\n 39\n ],\n [\n -111.5,\n 40.25\n ],\n [\n -114,\n 40.25\n ],\n [\n -114,\n 39\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db673edc","contributors":{"authors":[{"text":"Morris, H. T.","contributorId":15585,"corporation":false,"usgs":true,"family":"Morris","given":"H.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":170533,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30494,"text":"wri864187 - 1987 - Characteristics and properties of the basin-fill aquifer determined from three test wells west of Albuquerque, Bernalillo County, New Mexico","interactions":[],"lastModifiedDate":"2019-11-12T14:15:55","indexId":"wri864187","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4187","title":"Characteristics and properties of the basin-fill aquifer determined from three test wells west of Albuquerque, Bernalillo County, New Mexico","docAbstract":"Three test wells were drilled west of Albuquerque; two are on the mesa west of the city, the third well is near the Rio Grande flood plain, west of the river. Test well 1, was drilled to a depth of 1,204 ft. Transmissivity of perforated intervals in the alluvial zone (980-1121 ft) ranged from 3.1 to 3.9 ft sq/day, and horizontal hydraulic conductivity from .02 to .03 ft/day. Vertical hydraulic conductivity of the semiconfining layer between the alluvial and volcanic zones is estimated to range from .00031 to .0031 ft/day. Transmissivity of the volcanic zone (1139-1179 ft) is about 81 ft sq/day, and horizontal hydraulic conductivity is about 2.0 ft/day. Dissolved-iron and manganese concentrations exceed recommended constituent limits for a public water supply. Vertical flow is upward; the potentiometric surface in the volcanic zone is about 2 ft higher than in the alluvial zone. Water levels are about 883 ft below land surface. Test well 2 was drilled to a depth of 1,828 ft below land surface with seven intervals open to the aquifer. During development, fine sand and silt entered the casing, filling it to a depth of 1,500 ft. The dissolved-cadmium concentration exceeds the maximum contaminant level and the dissolved-manganese concentration exceeds the recommended constituent limit for a public water supply. The vertical flow gradient is downward; the potentiometric surface in the middle and lower zones is about 17 ft lower than in the upper zones. Depth to water in the upper zone is about 767 below land surface and in the lower two zones the depth to water is about 784 ft below land surface. Test well 3 was drilled to a depth of 1,050 ft. Only the interval from 490 to 590 ft below land surface could be used to calculate transmissivity which was about 1,300 ft sq/day; horizontal hydraulic conductivity is about 13 ft/day. Quality of water is acceptable for a public water supply. Vertical flow is downward; the potentiometric surface in the deepest interval is about 7 ft lower than that in the uppermost zone. In the shallow interval from 350 to 590 ft below land surface, depth to water is about 24 ft below land surface. In the interval from 710 to 790 ft below land surface, depth to water is about 29 ft below land surface and in the interval from 870 to 1,050 ft below land surface, depth to water is 31 ft below land surface. (Author's abstract)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri864187","usgsCitation":"Wilkins, D.W., 1987, Characteristics and properties of the basin-fill aquifer determined from three test wells west of Albuquerque, Bernalillo County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 86-4187, Report: vii, 78 p.; 3 Plates: 20.36 x 28.15 inches or smaller, https://doi.org/10.3133/wri864187.","productDescription":"Report: vii, 78 p.; 3 Plates: 20.36 x 28.15 inches or smaller","costCenters":[],"links":[{"id":160163,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4187/report-thumb.jpg"},{"id":369128,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4187/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369129,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4187/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369130,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4187/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369131,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4187/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","county":"Bernalillo County","city":"Albuquerque","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -106.79809570312499,\n 34.985003130171066\n ],\n [\n -106.3916015625,\n 34.985003130171066\n ],\n [\n -106.3916015625,\n 35.191766965947394\n ],\n [\n -106.79809570312499,\n 35.191766965947394\n ],\n [\n -106.79809570312499,\n 34.985003130171066\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de8ee","contributors":{"authors":[{"text":"Wilkins, D. 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S.","contributorId":25937,"corporation":false,"usgs":true,"family":"Gohn","given":"G.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":172905,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Houser, B. 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The total loss for the 15.3-mile section averaged about 36 cubic feet per second or 2.4 cubic feet per second per mile. The nine subsections were grouped into five reaches of one or more subsections with similar losses per mile. Average losses for these five reaches ranged from 0 to 4.1 cubic feet per second per mile. 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc870","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533078,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30492,"text":"wri874111 - 1987 - Techniques for estimating flood-depth frequency relations for streams in West Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri874111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4111","title":"Techniques for estimating flood-depth frequency relations for streams in West Virginia","docAbstract":"Multiple regression analyses are applied to data from 119 U.S. Geological Survey streamflow stations to develop equations that estimate baseline depth (depth of 50% flow duration) and 100-yr flood depth on unregulated streams in West Virginia. Drainage basin characteristics determined from the 100-yr flood depth analysis were used to develop 2-, 10-, 25-, 50-, and 500-yr regional flood depth equations. Two regions with distinct baseline depth equations and three regions with distinct flood depth equations are delineated. Drainage area is the most significant independent variable found in the central and northern areas of the state where mean basin elevation also is significant. The equations are applicable to any unregulated site in West Virginia where values of independent variables are within the range evaluated for the region. Examples of inapplicable sites include those in reaches below dams, within and directly upstream from bridge or culvert constrictions, within encroached reaches, in karst areas, and where streams flow through lakes or swamps. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874111","usgsCitation":"Wiley, J., 1987, Techniques for estimating flood-depth frequency relations for streams in West Virginia: U.S. Geological Survey Water-Resources Investigations Report 87-4111, iv, 17 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874111.","productDescription":"iv, 17 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160161,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4111/report-thumb.jpg"},{"id":59273,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c9a","contributors":{"authors":[{"text":"Wiley, J.B.","contributorId":76739,"corporation":false,"usgs":true,"family":"Wiley","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":203345,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}