Lydonia Canyon is one of several large submarine canyons that indent the eastern U.S. Continental Shelf along the southern flank of Georges Bank (Index map). This bathymetric map of the upper part of Lydonia Canyon (water depths shallower than about 2,00 m) was prepared as part of a study of the physical oceanography and geology of Lydonia Canyon (Butman and others, 1983; Twichell, 1983). An accurate map of the canyon at a scale of at least 1:50,000 was needed for placement of current-meter morrings, for location of hydrographic and sediment sampling stations, and for interpretation of current-meter and geologic data. The map covers the area from 40°10'N. to 40°40'N. and from 67°28'W. to 67°50'W.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1710","usgsCitation":"Butman, B., and Moody, J.A., 1984, Bathymetric map of Lydonia Canyon, U.S. Atlantic Outer Continental Shelf: U.S. Geological Survey Miscellaneous Field Studies Map 1710, 2 Plates: 32.92 x 49.35 inches and 27.74 x 49.69 inches, https://doi.org/10.3133/mf1710.","productDescription":"2 Plates: 32.92 x 49.35 inches and 27.74 x 49.69 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":183530,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1710.PNG"},{"id":327161,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1710/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327162,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1710/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Atlantic Outer Continental Shelf, Lydonia Canyon","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -67.83333333333333,40.166666666666664 ], [ -67.83333333333333,40.666666666666664 ], [ -67.5,40.666666666666664 ], [ -67.5,40.166666666666664 ], [ -67.83333333333333,40.166666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640923","contributors":{"authors":[{"text":"Butman, Bradford 0000-0002-4174-2073 bbutman@usgs.gov","orcid":"https://orcid.org/0000-0002-4174-2073","contributorId":943,"corporation":false,"usgs":true,"family":"Butman","given":"Bradford","email":"bbutman@usgs.gov","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":261334,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moody, John A. 0000-0003-2609-364X jamoody@usgs.gov","orcid":"https://orcid.org/0000-0003-2609-364X","contributorId":771,"corporation":false,"usgs":true,"family":"Moody","given":"John","email":"jamoody@usgs.gov","middleInitial":"A.","affiliations":[{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":261335,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":56205,"text":"wdrNY832 - 1984 - Water resources data, New York, water year 1983, volume 2, Long Island","interactions":[],"lastModifiedDate":"2020-11-23T19:16:04.009478","indexId":"wdrNY832","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"NY-83-2","title":"Water resources data, New York, water year 1983, volume 2, Long Island","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNY832","usgsCitation":"Spinello, A.G., Nakao, J., Flipse, W., and Carcaci, J., 1984, Water resources data, New York, water year 1983, volume 2, Long Island: U.S. Geological Survey Water Data Report NY-83-2, vi, 248 p., https://doi.org/10.3133/wdrNY832.","productDescription":"vi, 248 p.","costCenters":[],"links":[{"id":181007,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1983/ny-83-2/report-thumb.jpg"},{"id":380711,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1983/ny-83-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New 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The occurrence and configuration of 15 regional hydrogeologic units are defined based primarily on the interpretation of borehole geophysical data. The nine aquifers and six confining beds are composed of unconsolidated clay, silt, sand, and gravel and range in age from Cretaceous to Quaternary.
Electric and gamma-ray logs from more than 1,000 Coastal Plain wells were examined. Of these, interpretive data for 302 sites, selected for log depth, quality, and distribution, were used to prepare structure contour and thickness maps for each aquifer, and a thickness map for each confining bed. These maps, along with 14 hydrogeologic sections, show the geometry, lateral extent, and vertical and horizontal relationships among the 15 hydrogeologic units.
The hydrogeologic maps and sections show that distinct lower, middle, and upper aquifers are present within the Potomac-Raritan-Magothy aquifer system near the Delaware River from Burlington County to Salem County. Although the lower aquifer is recognized only in this area, the middle aquifer extends into the northeastern Coastal Plain of New Jersey where it is stratigraphically equivalent to the Farrington aquifer. The upper aquifer extends throughout most of the New Jersey Coastal Plain and is stratigraphically equivalent to the Old Bridge aquifer in the northeastern Coastal Plain. The overlying Merchantville-Woodbury confining bed is the most regionally extensive confining bed within the Coastal Plain of New Jersey. Its thickness ranges from less than 100 feet near the outcrop to more than 450 feet along the coast. The Englishtown aquifer system acts as a single aquifer throughout most of its subsurface extent, but contains two water-bearing sands in parts of Monmouth and Ocean Counties. The overlying Marshalltown-Wenonah confining bed is a thin, leaky unit ranging in thickness from approximately 20 to 80 feet. The Wenonah-Mount Laurel aquifer is identified in the subsurface throughout the New Jersey Coastal Plain southeast of its outcrop area.
Sediments that overlie the Wenonah-Mount Laurel aquifer and that are subjacent to the major aquifers within the Kirkwood Formation and Cohansey Sand are described hydrologically as a composite confining bed. These include the Navesink Formation, Red Bank Sand, Tinton Sand, Hornerstown Sand, Vincentown Forma-tion, Manasquan Formation, Shark River Formation, Piney Point Formation, and the basal clay of the Kirkwood Formation. The Vincentown Formation functions as an aquifer within 3 to 10 miles downdip of its outcrop area. In areas farther downdip the Vincentown Formation functions as a confining bed. The Piney Point aquifer is laterally persistent from the southern New Jersey Coastal Plain northward into parts of Burlington and Ocean Counties. The Atlantic City 800-foot sand of the Kirkwood Formation can be recognized in the subsurface along coastal areas of Cape May, Atlantic, and southern Ocean Counties, but inland only as far west as the extent of the overlying confining bed. In areas west of the extent of the overlying confining bed, the Kirkwood Formation is in hydraulic connection with the overlying Cohansey Sand and younger surficial deposits and functions as an unconfined aquifer. (USGS)
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Jersey\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db6358dc","contributors":{"authors":[{"text":"Zapecza, O. S.","contributorId":22787,"corporation":false,"usgs":true,"family":"Zapecza","given":"O. S.","affiliations":[],"preferred":false,"id":173302,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9713,"text":"ofr84453 - 1984 - Magnitude and frequency of high flows of unregulated streams in Kansas","interactions":[{"subject":{"id":9713,"text":"ofr84453 - 1984 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"ofr84453","publicationYear":"1984","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"wsp2280","publicationYear":"1986","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"id":1}],"supersededBy":{"id":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"wsp2280","publicationYear":"1986","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"lastModifiedDate":"2017-09-29T16:08:24","indexId":"ofr84453","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-453","title":"Magnitude and frequency of high flows of unregulated streams in Kansas","docAbstract":"Information on high-flow magnitude and frequency is needed for hydro-logic evaluation of such factors as flood-control storage and dam safety. High-flow information given in this report is for streamflows unaffected by major regulation, such as by large reservoirs. High-flow magnitude and frequency data are given for 91 streamflow-gaging stations through-out Kansas. Results of frequency calculations are given for durations of high flow of 1, 3, 7, 15, 30, 60, 90, 120, and 183 consecutive days. Accuracy of the magnitude-frequency values is influenced by the variability of flow, the number of years of flow record, and the recurrence interval calculated.
High-flow magnitude and frequency for ungaged sites can be estimated from regression equations using significant drainage-basin characteristics of contributing-drainage area; 50-year, 24-hour rainfall; and free-water-surface evaporation. Standard errors of estimate for ungaged sites on ungaged streams range from 31 to 49 percent, generally increasing with recurrence interval. If an ungaged site is near a gaging station having 10 or more years of record on the same stream, the data for the gaging station may be used to improve the regression estimates.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84453","usgsCitation":"Jordan, P.R., 1984, Magnitude and frequency of high flows of unregulated streams in Kansas: U.S. Geological Survey Open-File Report 84-453, iv, 45 p., https://doi.org/10.3133/ofr84453.","productDescription":"iv, 45 p.","numberOfPages":"53","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":346287,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0453/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0453/report-thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649628","contributors":{"authors":[{"text":"Jordan, P. R.","contributorId":7282,"corporation":false,"usgs":true,"family":"Jordan","given":"P.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":160170,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":55712,"text":"wdrND831 - 1984 - Water resources data, North Dakota, water year 1983","interactions":[],"lastModifiedDate":"2025-12-02T17:00:40.938619","indexId":"wdrND831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"ND-83-1","title":"Water resources data, North Dakota, water year 1983","docAbstract":"Water resources data for the 1983 water year for North Dakota consist of records of stage discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality of ground water. This report contains discharge records for 112 gaging stations; stage only records for 17 gaging stations; stage and contents for 10 lakes and reservoirs; water quality for 109 gaging stations; 5 lakes, 29 wells, and water levels for 31 observation wells. Additional water data were collected at various sites, not involved in the systematic data collection program, and 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 North Dakota.
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G.P.O.,","doi":"10.3133/b1613","usgsCitation":"Krauskopf, K.B., 1984, Mariposa Quadrangle, Mariposa and Madera counties, California; analytic data: U.S. Geological Survey Bulletin 1613, iii, 14 p. :ill., maps ;28 cm., https://doi.org/10.3133/b1613.","productDescription":"iii, 14 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":163291,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1613/report-thumb.jpg"},{"id":62847,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1613/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6057dc","contributors":{"authors":[{"text":"Krauskopf, Konrad Bates","contributorId":65869,"corporation":false,"usgs":true,"family":"Krauskopf","given":"Konrad","email":"","middleInitial":"Bates","affiliations":[],"preferred":false,"id":213765,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":58006,"text":"ofr84549 - 1984 - A bibliography of research conducted by the Earth Resources Observation Systems (EROS) Office, U.S. Geological Survey : 1975-1982","interactions":[],"lastModifiedDate":"2017-03-28T11:27:51","indexId":"ofr84549","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-549","title":"A bibliography of research conducted by the Earth Resources Observation Systems (EROS) Office, U.S. Geological Survey : 1975-1982","docAbstract":"The U.S. Geological Survey's Earth Resources Observation Systems (EROS) Program was established in 1967 by Secretarial order to plan and develop techniques for collecting and analyzing remotely sensed data, and to apply these techniques to the resource inventory and management responsibilities of the Department of the Interior. U.S. Geological Survey scientists, realizing the potential benefits of synoptic views of the Earth, were among the first members of America's scientific community to press for the launch of civilian Earth-surface observation satellites. Under the leadership of Director William T. Pecora, U.S. Geological Survey initiatives greatly influenced the National Aeronautics and Space Administration's (NASA) development of the Landsat program.
As part of the Landsat program, an agreement between NASA and the Geological Survey was signed to provide Landsat archiving and data production capabilities at the EROS Data Center in Sioux Falls, South Dakota. This partnership with NASA began in 1972 and continued until Presidential Directive 54 designated the National Oceanic and Atmospheric Administration (NOAA) of the Department of Commerce as the manager of U.S. civil operational land remote-sensing activities. NOAA has managed the Landsat program since Fiscal Year 1983, and EROS continues to process, archive, reproduce, and distribute Landsat data under a Memorandum of Understanding between NOAA and the Geological Survey. Archives at the EROS Data Center include over 2 million worldwide Landsat scenes and over 5 million aerial photographs, primarily of U.S. sites.
Since the launch of Landsat 1, global imaging of the Earth's surface has become an operational tool for resource exploration and land management. As technology evolved, so did the EROS Program mission. Research and applications efforts began at the EROS Headquarters Office in the Washington metropolitan area in 1966; at the EROS Data Center in 1971; and at the EROS Field Office in Anchorage, Alaska, in 1980. EROS functions were realined under the National Mapping Division of the Geological Survey in Fiscal Year 1983, when the EROS Headquarters Office v/as closed. EROS research and applications functions are now conducted by the EROS Data Center and the EROS Field Office in Anchorage. Approximately 50 civil servants and 250 contract personnel carry out the EROS mission of research, development, and technology transfer in remote sensing, geographic information systems, and digital data base applications.
This bibliography is a compilation of publications between 1975 and 1982 by EROS Program personnel and by persons under contract to the EROS Program. Requests for information regarding EROS research and/or publications should be directed to: Chief, EROS Data Center, Sioux Falls, South Dakota 5719P.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84549","usgsCitation":"Bowman, H.L., 1984, A bibliography of research conducted by the Earth Resources Observation Systems (EROS) Office, U.S. Geological Survey : 1975-1982: U.S. Geological Survey Open-File Report 84-549, iii, 34 p. , https://doi.org/10.3133/ofr84549.","productDescription":"iii, 34 p. ","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":182251,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0549/report-thumb.jpg"},{"id":100618,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0549/report.pdf","size":"3317","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4974e4b0b290850ef304","contributors":{"authors":[{"text":"Bowman, Helen L.","contributorId":13693,"corporation":false,"usgs":true,"family":"Bowman","given":"Helen","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":258134,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57241,"text":"wdrVA831 - 1984 - Water resources data, Virginia water year 1983","interactions":[],"lastModifiedDate":"2020-11-25T18:45:34.172267","indexId":"wdrVA831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"VA-83-1","title":"Water resources data, Virginia water year 1983","docAbstract":"No abstract available.
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Results may now be used to evaluate the effects of future development on storm runoff from the Denver Federal Center, which is located in the McIntyre Gulch basin in Lakewood , CO. Rainfall and runoff data were collected at eight streamflow stations and three auxiliary rainfall stations in and adjacent to the Denver Federal Center. The outflow peak discharges from McIntyre Gulch in the Denver Federal Center were higher than the inflow peak discharges for eight of the storms by an average of 38 percent. Outflow peak discharges for eight of the storms were lower by an average of 12 percent. The study demonstrated that runoff varies with location of a storm--even for a relatively small basin. Peak discharges of McIntyre Gulch outflow from the Denver Federal Center were 27 percent greater than the inflow for all storms, but only 15 percent greater for evenly distributed storms. Runoff from the Denver Federal Center increased storm-runoff volumes in McIntyre Gulch by an average of 46 percent. Proper management of storm runoff in the Denver Federal Center requires that proposed improvements to the existing storm-runoff system maintain peak flows at their present levels. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844050","usgsCitation":"Jarrett, R., and Veenhuis, J., 1984, An evaluation of rainfall-runoff data for the Denver Federal Center, Lakewood, Jefferson County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4050, v, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844050.","productDescription":"v, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4050/report-thumb.jpg"},{"id":56702,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4050/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684964","contributors":{"authors":[{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":198835,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Veenhuis, J.E.","contributorId":6850,"corporation":false,"usgs":true,"family":"Veenhuis","given":"J.E.","affiliations":[],"preferred":false,"id":198834,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57245,"text":"wdrWI831 - 1984 - Water Resources Data, Wisconsin Water Year 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:12:20","indexId":"wdrWI831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"WI-83-1","title":"Water Resources Data, Wisconsin Water Year 1983","language":"ENGLISH","doi":"10.3133/wdrWI831","usgsCitation":"Holmstrom, B.K., Harr, C., and Erickson, R., 1984, Water Resources Data, Wisconsin Water Year 1983: U.S. Geological Survey Water Data Report WI-83-1, 352 p., 5 fig., https://doi.org/10.3133/wdrWI831.","productDescription":"352 p., 5 fig.","numberOfPages":"352","costCenters":[],"links":[{"id":184206,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1983/wi-83-1/report-thumb.jpg"},{"id":88253,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1983/wi-83-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa561","contributors":{"authors":[{"text":"Holmstrom, B. K.","contributorId":90728,"corporation":false,"usgs":true,"family":"Holmstrom","given":"B.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":256449,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harr, C.A.","contributorId":106920,"corporation":false,"usgs":true,"family":"Harr","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":256451,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Erickson, R.M.","contributorId":105789,"corporation":false,"usgs":true,"family":"Erickson","given":"R.M.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":256450,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":56235,"text":"wdrOK821 - 1984 - Water resources data, Oklahoma, water year 1982","interactions":[],"lastModifiedDate":"2020-09-25T16:27:11.881501","indexId":"wdrOK821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"OK-82-1","title":"Water resources data, Oklahoma, water year 1982","docAbstract":"No abstract available.
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The data were collected primarily between August 1980 and September 1981. Over 100 sites were sampled, but most were sampled only during two intensive sampling periods in mid-August of 1980 and mid-September of 1981. The water-quality data include measurements of pH, specific conductance, dissolved oxygen, water temperature, whole-water nitrogen species, total phosphorus, total orthophosphorus, dissolved chlorides, dissolved sulfate, ultimate biochemical oxygen demand and organic carbon. The phytoplankton and periphyton data include measurements of chlorophyll a and b, taxonomic identification cell counts and weights. Limited precipitation data are also included. Maps and schematic diagrams of the lower Ouachita River, West Two Bayou, Smackover Creek and Haynes Creek drainage systems show the location of the data-collection sites within the area. 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Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, Trinity River basin, and intervening coastal basins","interactions":[],"lastModifiedDate":"2020-12-15T18:08:20.725975","indexId":"wdrTX831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"TX-83-1","title":"Water resources data for Texas, water year 1983, volume 1. Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, Trinity River basin, and intervening coastal basins","docAbstract":"No abstract available.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f1a4b","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":533041,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57321,"text":"wdrGA831 - 1984 - Water resources data, Georgia, water year 1983","interactions":[],"lastModifiedDate":"2025-08-28T14:15:53.525566","indexId":"wdrGA831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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-83-1","title":"Water resources data, Georgia, water year 1983","docAbstract":"Water resources data for the 1983 water year for Georgia consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and ground-water levels. This report contains discharge records of 104 gaging stations; stage for 11 gaging stations; stage and contents for 17 lakes and reservoirs; water quality for 14 continuous stations, 107 periodic stations and miscellaneous sites; peak stage and discharge only for 122 crest-stage partial-record stations and 4 miscellaneous sites; and water levels of 28 observation wells. 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.
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F.","contributorId":63782,"corporation":false,"usgs":true,"family":"Espinosa","given":"A.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":165389,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Michael, J. A.","contributorId":48567,"corporation":false,"usgs":true,"family":"Michael","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":165388,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Navarro, R.","contributorId":32148,"corporation":false,"usgs":true,"family":"Navarro","given":"R.","email":"","affiliations":[],"preferred":false,"id":165387,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":28165,"text":"wri844297 - 1984 - Simulated effects of proposed reservoir-development alternatives on streamflow quantity in the White River, Colorado and Utah","interactions":[],"lastModifiedDate":"2022-12-15T22:31:27.353684","indexId":"wri844297","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4297","title":"Simulated effects of proposed reservoir-development alternatives on streamflow quantity in the White River, Colorado and Utah","docAbstract":"Numerous reservoirs have been proposed for the White River basin in Colorado and Utah, primarily to provide water for oil-shale development. A multireservoir-flow model was used to simulate the effects of streamflow withdrawal at four of the proposed reservoirs using historical streamflow data from the 1932-81 water years. The proposed reservoirs considered in the study were Avery, Powell Park, Taylor Draw, and White River Reservoirs; construction of Taylor Draw Dam was completed during the study. Annual streamflow depletions from the White River ranging from about 93,000 to 226,000 acre-feet were simulated for the 50 year period. Simulated streamflow throughout the year generally became smaller and more constant as streamflow throughout the year generally became smaller and more constant as streamflow depletion increased. Minimum streamflow requirements would not have been met for a maximum of 13 years and water-use requirements associated with the proposed reservoirs would not have been met for a maximum of 3 years. The current water-use pattern, which depletes about 40,000 acre-feet per year and is dominated by irrigation of hay meadows and pastureland, was maintained in the simulation. Relations between reservoir active capacity and yield applicable to the White River also were developed. These relations show that reservoir storage of about 400,000 acre-feet is the maximum practicable for the White River.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844297","usgsCitation":"Kuhn, G., and Ellis, S.R., 1984, Simulated effects of proposed reservoir-development alternatives on streamflow quantity in the White River, Colorado and Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4297, v, 59 p., https://doi.org/10.3133/wri844297.","productDescription":"v, 59 p.","costCenters":[],"links":[{"id":410591,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36139.htm","linkFileType":{"id":5,"text":"html"}},{"id":56999,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4297/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159358,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4297/report-thumb.jpg"}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"White River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -109.717,\n 40.225\n ],\n [\n -109.717,\n 39.683\n ],\n [\n -107.267,\n 39.683\n ],\n [\n -107.267,\n 40.225\n ],\n [\n -109.717,\n 40.225\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e84","contributors":{"authors":[{"text":"Kuhn, Gerhard","contributorId":102080,"corporation":false,"usgs":true,"family":"Kuhn","given":"Gerhard","email":"","affiliations":[],"preferred":false,"id":199321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellis, S. R.","contributorId":103278,"corporation":false,"usgs":true,"family":"Ellis","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199322,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":18205,"text":"ofr84256 - 1984 - Statistical relations among earthquake magnitude, surface rupture length, and surface fault displacement","interactions":[],"lastModifiedDate":"2018-06-21T13:26:31","indexId":"ofr84256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-256","title":"Statistical relations among earthquake magnitude, surface rupture length, and surface fault displacement","docAbstract":"In order to refine correlations of surface-wave magnitude, fault rupture length at the ground surface, and fault displacement at the surface by including the uncertainties in these variables, the existing data were critically reviewed and a new data base was compiled. Earthquake magnitudes were redetermined as necessary to make them as consistent as possible with the Gutenberg methods and results, which necessarily make up much of the data base. Measurement errors were estimated for the three variables for 58 moderate to large shallow-focus earthquakes. Regression analyses were then made utilizing the estimated measurement errors. \r\nThe regression analysis demonstrates that the relations among the variables magnitude, length, and displacement are stochastic in nature. The stochastic variance, introduced in part by incomplete surface expression of seismogenic faulting, variation in shear modulus, and regional factors, dominates the estimated measurement errors. Thus, it is appropriate to use ordinary least squares for the regression models, rather than regression models based upon an underlying deterministic relation with the variance resulting from measurement errors. \r\n\r\nSignificant differences exist in correlations of certain combinations of length, displacement, and magnitude when events are qrouped by fault type or by region, including attenuation regions delineated by Evernden and others. Subdivision of the data results in too few data for some fault types and regions, and for these only regressions using all of the data as a group are reported. \r\n\r\nEstimates of the magnitude and the standard deviation of the magnitude of a prehistoric or future earthquake associated with a fault can be made by correlating M with the logarithms of rupture length, fault displacement, or the product of length and displacement. Fault rupture area could be reliably estimated for about 20 of the events in the data set. Regression of MS on rupture area did not result in a marked improvement over regressions that did not involve rupture area. Because no subduction-zone earthquakes are included in this study, the reported results do not apply to such zones.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84256","usgsCitation":"Bonilla, M.G., Mark, R.K., and Lienkaemper, J.J., 1984, Statistical relations among earthquake magnitude, surface rupture length, and surface fault displacement (Online Version 1.0): U.S. Geological Survey Open-File Report 84-256, 46 p., https://doi.org/10.3133/ofr84256.","productDescription":"46 p.","costCenters":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"links":[{"id":150859,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1027,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1984/of84-256/","linkFileType":{"id":5,"text":"html"}}],"edition":"Online Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e1ed3","contributors":{"authors":[{"text":"Bonilla, M. G.","contributorId":33698,"corporation":false,"usgs":true,"family":"Bonilla","given":"M.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":178702,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mark, R. K.","contributorId":32159,"corporation":false,"usgs":true,"family":"Mark","given":"R.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":178701,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lienkaemper, J. J.","contributorId":71947,"corporation":false,"usgs":true,"family":"Lienkaemper","given":"J.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":178703,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":11089,"text":"ofr8599 - 1984 - Occurrence of uranium in ground water in the vicinity of the U.S. Department of Energy Feed Materials Production Center, Fernald, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:06:26","indexId":"ofr8599","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-99","title":"Occurrence of uranium in ground water in the vicinity of the U.S. Department of Energy Feed Materials Production Center, Fernald, Ohio","docAbstract":"Process wastes are stored on site in rubber-lined and clay-lined pits and in large tanks at the U.S. Department of Energy Feed Materials Production Center (FMPC), where purified uranium and uranium compounds are produced. Water samples collected from off-site domestic and commercial wells in December 1981 and in August 1982, contained concentrations of dissolved uranium that ranged from < 0.4 to 430 micrograms/L (ug/L). The wells whose samples contained unusual concentrations of uranium (> 10 ug/L) lie roughly along a line extending about 2000 ft south from the southern boundary of FMPC. The offsite area affected by these concentrations is probably < 100 acres. It is not possible to determine the exact point of origination of contaminants in the groundwater on the basis of available data. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8599","usgsCitation":"Sedam, A., 1984, Occurrence of uranium in ground water in the vicinity of the U.S. Department of Energy Feed Materials Production Center, Fernald, Ohio: U.S. Geological Survey Open-File Report 85-99, iv, 27 p. :maps ;28 cm., https://doi.org/10.3133/ofr8599.","productDescription":"iv, 27 p. :maps ;28 cm.","costCenters":[],"links":[{"id":143286,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0099/report-thumb.jpg"},{"id":38856,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f3875","contributors":{"authors":[{"text":"Sedam, A. C.","contributorId":32530,"corporation":false,"usgs":true,"family":"Sedam","given":"A. C.","affiliations":[],"preferred":false,"id":162514,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27773,"text":"wri844051 - 1984 - Effects of urbanization on three ponds in Middleton, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-19T15:36:40","indexId":"wri844051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4051","title":"Effects of urbanization on three ponds in Middleton, Wisconsin","docAbstract":"A digital hydrologic model was used to simulate the effects of future residential development on pond inflow volumes and resulting water levels of three ponds in Middleton, Wisconsin. The model computed the daily water budget and the resulting water level for each pond. The results of the model calibration are presented in the report, along with the existing watershed hydrologic conditions and runoff volumes for the 1982 study period. Data was collected during 1982 to claibrate the model; the data included pond stage, ground-water levels, precipitation and other meteorological characteristics. In addition, water-quality samples were collected at each pond to characterize the water quality. Simulation of pond levels with the 1982 rainfall and fully developed watersheds did not result in stages greater than those observed in 1982. Simulation of pond levels with rainfall having a 20-year recurrence interval (1978) and hypothetical, fully developed watersheds resulted in maximum pond stages above those observed in 1982. Peak stage of Tiedeman 's Pond would increase by 2.77 feet, Stricker 's Pond by 3.91 feet, and Esser 's Pond by 1.44 feet. Simulation of pond levels with an estimated 100-year rainfall and hyopthetical, fully developed watersheds would result in peak stage increases of 5.30, 5.32, and 1.97 feet above the peak 1982 observed stages for Tiedeman's, Stricker's, and Esser 's Ponds, respectively. (USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844051","usgsCitation":"House, L.B., 1984, Effects of urbanization on three ponds in Middleton, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 84-4051, Report: iv, 17 p.; 1 Plate: 34.50 x 18.25 inches, https://doi.org/10.3133/wri844051.","productDescription":"Report: iv, 17 p.; 1 Plate: 34.50 x 18.25 inches","numberOfPages":"21","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[],"links":[{"id":56616,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4051/report-thumb.jpg"},{"id":56615,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Dane","city":"Middleton","otherGeospatial":"Esser's Pond, Stricker's Pond, Tiedeman's Pond","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.52638626098633,\n 43.07948352439867\n ],\n [\n -89.52638626098633,\n 43.098914753540164\n ],\n [\n -89.49402809143066,\n 43.098914753540164\n ],\n [\n -89.49402809143066,\n 43.07948352439867\n ],\n [\n -89.52638626098633,\n 43.07948352439867\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6024e2","contributors":{"authors":[{"text":"House, Leo B.","contributorId":70766,"corporation":false,"usgs":true,"family":"House","given":"Leo","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198668,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":59341,"text":"mf1568B - 1984 - Aeromagnetic map of the Fossil Springs Roadless Area, Yavapai, Gila, and Coconino counties, Arizona","interactions":[],"lastModifiedDate":"2016-08-22T10:25:00","indexId":"mf1568B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"1568","chapter":"B","title":"Aeromagnetic map of the Fossil Springs Roadless Area, Yavapai, Gila, and Coconino counties, Arizona","docAbstract":"The aeromagnetic map of the Fossil Springs Roadless Area was compiled from data collected in 1980 by Airmag Surveys, Inc., for the U.S. Geological Survey. Total magnetic intensity measurements were made along east-west flight lines about 0.5 mi apart and flown at an average altitude of 1,000 ft above the ground surface. A regional magnetic field (the International Geomagnetic Reference Field, 1975, updated to months flown) was removed from the data and a constant of 50,800 gammas was added to the adjusted total field intensity values.
\nThe roadless area includes the upper part of Fossil Creek and its northeastern tributaries in Sandrock Canyon and Calf Pen Canyon. The extremely rugged canyon of Fossil Creek is in several places more than 1,500 ft deep. Elevation of the canyon floor ranges from 4,600 ft near the mouth of Calf Pen Canyon to 3,500 ft at the southwest end of the area. Peaks and ridges on the uplands bordering the canyons range in elevation from 5,300 ft west of Fossil Springs to 6,900 ft in the northeastern part of the area. Maximum topographic relief along these uplands is less than 200 ft.
\nThe Fossil Springs Roadless Area is underlain by more than 3,000 ft of Paleozoic rocks consisting mostly of sandstone, shale, dolomite, and limestone. West of Fossil Springs and along most of the border of the area, these rocks are generally overlain by late Tertiary volcanic rocks, mainly basaltic lavas and pyroclastic deposits. Quaternary alluvial, colluvial, landslide, and travertine deposits overlie large parts of the country rock in the canyons. In the southwestern part of the area, the volcanic rocks are more than 2,000 ft thick. Along the northwest and northeast margins, these rocks are 300-400 ft thick.
\nThe prevailing dip of the Paleozoic strata is low to the north or northeast. The dominant homoclinal structure is interrupted by several fault blocks, in which the strata dip westward or southward. All the faults are high-angle normal faults and have displacements commonly ranging from about 50 to 400 ft. Although fault relations are obscure within the volcanic sequence, many faults seem to displace the volcanic rocks less than the underlying Paleozoic rocks. The volcanic rocks, which rest unconformably on the Paleozoic strata, are flat lying in the northern part of the map area, but west of Fossil Springs they dip gently southwestward. The ancestral Mogollon Rim, a north-northwest-trending escarpment of Paleozoic rocks now concealed by Tertiary volcanic rocks lies near Fossil Springs (Twenter, 1962).
\nThe magnetic anomalies and patterns on the aeromagnetic map reflect variations of magnetization in the underlying rocks. Basaltic rocks contain moderate amounts of magnetic minerals, mainly magnetite, and possess strong intensities of magnetization. The more silicic volcanic rocks have much lower magnetization intensities. Sedimentary rocks contain little or no magnetite and are virtually nonmagnetic.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1568B","usgsCitation":"Davis, W.E., and Weir, G.W., 1984, Aeromagnetic map of the Fossil Springs Roadless Area, Yavapai, Gila, and Coconino counties, Arizona: U.S. Geological Survey Miscellaneous Field Studies Map 1568, Plate: 43.52 x 29.85 inches, https://doi.org/10.3133/mf1568B.","productDescription":"Plate: 43.52 x 29.85 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":326367,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1568B.JPG"},{"id":327211,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1568-B/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"0","country":"United States","state":"Arizona","county":"Coconino County, Gila County, Yavapai County","otherGeospatial":"Fossil Springs Roadless Area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.66666666666667,34.3675 ], [ -111.66666666666667,34.5 ], [ -111.45083333333334,34.5 ], [ -111.45083333333334,34.3675 ], [ -111.66666666666667,34.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6966c3","contributors":{"authors":[{"text":"Davis, W. E.","contributorId":100844,"corporation":false,"usgs":true,"family":"Davis","given":"W.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":261819,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weir, G. W.","contributorId":107290,"corporation":false,"usgs":true,"family":"Weir","given":"G.","middleInitial":"W.","affiliations":[],"preferred":false,"id":261820,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28444,"text":"wri834181 - 1984 - Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri834181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4181","title":"Water-quality characteristics of urban runoff and estimates of annual loads in the Tampa Bay area, Florida, 1975-80","docAbstract":"Rainfall, runoff, and water quality data were collected at nine urban watersheds in the Tampa Bay area from 1975 to 1980. Watershed drainage area ranged from 0.34 to 0.45 sq mi. Land use was mixed. Development ranged from a mostly residential watershed with a 19% impervious surface, to a commercial-residential watershed with a 61% impervious surface. Average biochemical oxygen demand concentrations of base flow at two sites and of stormwater runoff at five sites exceeded treated sewage effluent standards. Average coliform concentrations of stormwater runoff at all sites were several orders of magnitude greater than standards for Florida Class III receiving water (for recreation or propagation and management of fish and wildlife). Average concentrations of lead and zinc in stormwater runoff were consistently higher than Class III standards. Stormwater-runoff loads and base-flow concentrations of biochemical oxygen demand, chemical oxygen demand, total nitrogen, total organic nitrogen, total phosphorus, and lead were related to runoff volume, land use, urban development, and antecedent daily rainfall by multiple linear regression. Stormwater-runoff volume was related to pervious area, hydraulically connected impervious surfaces, storm rainfall, and soil-infiltration index. Base-flow daily discharge was related to drainage area and antecedent daily rainfall. The flow regression equations of this report were used to compute 1979 water-year loads of biochemical oxygen demand, chemical oxygen demand, total nitrogen, total organic nitrogen, total phosphorus , and total lead for the nine Tampa Bay area urban watersheds. 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A.","contributorId":12493,"corporation":false,"usgs":true,"family":"Lopez","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199809,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Giovannelli, R.F.","contributorId":71985,"corporation":false,"usgs":true,"family":"Giovannelli","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":199810,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":59142,"text":"mf1354F - 1984 - Maps showing mineral occurrence data for the Wallace 1° by 2° Quadrangle, Montana and Idaho","interactions":[],"lastModifiedDate":"2016-08-22T10:05:44","indexId":"mf1354F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"1354","chapter":"F","title":"Maps showing mineral occurrence data for the Wallace 1° by 2° Quadrangle, Montana and Idaho","docAbstract":"This map is part of a folio of maps of the Wallce 1° x 2°quadrangle, Montana-Idaho, prepared under the Conterminous United States Mineral Resource Assessment Program (CUSMAP).
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