{"pageNumber":"237","pageRowStart":"5900","pageSize":"25","recordCount":6232,"records":[{"id":8484,"text":"ofr76704 - 1976 - Low-flow characteristics of streams on the Kitsap Peninsula and selected adjacent islands, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:06:14","indexId":"ofr76704","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-704","title":"Low-flow characteristics of streams on the Kitsap Peninsula and selected adjacent islands, Washington","docAbstract":"Low-flow-frequency data are tabulated for 90 streamflow sites on the Kitsap Peninsula and adjacent islands, Washington. Also listed are data for 56 additional sites which have insufficient measurements for frequency analysis but which have been observed having no flow at least once during the low-flow period. The streams drain relatively small basins; only three streams have drainage areas greater than 20.0 square miles, and only nine other streams have drainage areas greater than 10.0 square miles. Mean annual precipitation during the period 1931-60 ranged from about 25 inches near Hansville to about 70 inches near Tahuya. Low-flow-frequency curves plotted from records of streamflow at eight long-term gaging stations were used to determine data for low-flow durations of 7, 30, 60, 90, and 183 days. Regression techniques then were used to estimate low flows with frequencies up to 20 years for stations with less than 10 years of record and for miscellaneous sites where discharge measurements have been made. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76704","usgsCitation":"Cummans, J., 1976, Low-flow characteristics of streams on the Kitsap Peninsula and selected adjacent islands, Washington: U.S. Geological Survey Open-File Report 76-704, 43 leaves in various foliations :ill., maps (1 fold.) ;29 cm.; (39 p., 1 sheet, scale 1:250,000 - PGS), https://doi.org/10.3133/ofr76704.","productDescription":"43 leaves in various foliations :ill., maps (1 fold.) ;29 cm.; (39 p., 1 sheet, scale 1:250,000 - PGS)","costCenters":[],"links":[{"id":141642,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0704/report-thumb.jpg"},{"id":36056,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0704/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36057,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0704/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36058,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0704/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648713","contributors":{"authors":[{"text":"Cummans, J. E.","contributorId":24767,"corporation":false,"usgs":true,"family":"Cummans","given":"J. E.","affiliations":[],"preferred":false,"id":157796,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68210,"text":"ha512 - 1976 - Water resources of the Bighorn basin, northwestern Wyoming","interactions":[],"lastModifiedDate":"2022-10-05T18:41:49.200429","indexId":"ha512","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"512","title":"Water resources of the Bighorn basin, northwestern Wyoming","docAbstract":"<p>This 2-sheet map report includes the part of the Bighorn Basin and adjacent mountains in northwestern Wyoming. Water-bearing properties of the geologic units are summarized. The hydrogeologic map illustrates the distribution of wells in the different units and gives basic data on the yields of wells, depth of wells, depth to water, and dissolved solids and conductance of the water. Aquifers capable of yielding more than 1,000 gpm (gallons per minute) underlie the area everywhere, except in the mountains on the periphery of the basin. In 1970, approximately 29,500 of the 40,475 people living in the Bighorn Basin were served by municipal water supplies. The municipal supply for about 6,300 of these people was from ground water. The natural flows of streams in the Bighorn Basin differ greatly due to a wide range in the meteorologic, topographic, and geologic conditions of the basin. The station locations and the average discharge per square mile are shown on the map and give an indication of the geographic variation of basin yields. The maximum instantaneous discharge that has occurred at each station during its period of record is shown. Most of the runoff in the basin is from snowmelt in the mountains.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha512","usgsCitation":"Lowry, M.E., Lowham, H., and Lines, G.C., 1976, Water resources of the Bighorn basin, northwestern Wyoming: U.S. Geological Survey Hydrologic Atlas 512, 2 Plates: 58.00 × 41.00 inches and 51.00 × 37.50 inches, https://doi.org/10.3133/ha512.","productDescription":"2 Plates: 58.00 × 41.00 inches and 51.00 × 37.50 inches","costCenters":[],"links":[{"id":185624,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":407984,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15902.htm","linkFileType":{"id":5,"text":"html"}},{"id":89555,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/512/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89556,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/512/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Wyoming","otherGeospatial":"Big Horn basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -110.11,\n              43.459\n            ],\n            [\n              -107.1,\n              43.459\n            ],\n            [\n              -107.1,\n              45\n            ],\n            [\n              -110.11,\n              45\n            ],\n            [\n              -110.11,\n              43.459\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699976","contributors":{"authors":[{"text":"Lowry, Marlin E.","contributorId":52552,"corporation":false,"usgs":true,"family":"Lowry","given":"Marlin","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":277846,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":277844,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":277845,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26135,"text":"wri76109 - 1976 - Magnitude and frequency of floods in Nebraska","interactions":[],"lastModifiedDate":"2016-07-11T11:24:18","indexId":"wri76109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-109","title":"Magnitude and frequency of floods in Nebraska","docAbstract":"<p>Estimates of flood characteristics with recurrence intervals up to 100 years can be obtained at most sites in Nebraska by use of techniques presented in this report. Instructions, equations, and graphs are presented to aid the design engineer in estimating the magnitude and frequency of floods.</p>\n<p>For natural-flow streams, the estimating equations and graphical solutions are based on regional relations between floods of a specific return period and selected basin characteristics. Nebraska was subdivided into five hydrologic regions by means of regressions and residuals from the regressions. The boundaries of Regions 1 and 2 were determined to a great extent by differences in soil type. The divisions between Region 2 and Region 4 were also determined by differences in soil type. Boundaries of Region 3 and Region 5 are along or near basin divides.</p>\n<p>Flood magnitude and frequency solution diagrams are presented for major controlled streams such as the North Platte, South Platte, Platte, and Republican Rivers. Flood information on small controlled streams is limited to available station data.</p>\n<p>Flood characteristics are tabulated for 303 gaging stations having 13 or more years of record. These flood characteristics provide the best information on floods at these gaged sites.</p>\n<p>Observed maximum flood peaks at 303 gaging stations with 13 or more years of record and significant peaks at 57 short-term stations and 31 miscellaneous sites are useful in designing flood-control works for maximum safety from flood damage. Comparison is made with maximum observed floods in the United States.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lincoln, NE","doi":"10.3133/wri76109","collaboration":"Prepared in cooperation with the Nebraska Department of Roads","usgsCitation":"Beckman, E., 1976, Magnitude and frequency of floods in Nebraska: U.S. Geological Survey Water-Resources Investigations Report 76-109, v, 128 p., https://doi.org/10.3133/wri76109.","productDescription":"v, 128 p.","numberOfPages":"137","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":157888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri76109.jpg"},{"id":324994,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":17219,"text":"ofr76217 - 1976 - Heat-flow data from southeastern Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:07:15","indexId":"ofr76217","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-217","title":"Heat-flow data from southeastern Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76217","usgsCitation":"Sass, J., Galanis, S., Munroe, R.J., and Urban, T.C., 1976, Heat-flow data from southeastern Oregon: U.S. Geological Survey Open-File Report 76-217, 52 p. :ill. ;28 cm., https://doi.org/10.3133/ofr76217.","productDescription":"52 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":149380,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ae4b07f02db63cedf","contributors":{"authors":[{"text":"Sass, J.H.","contributorId":70749,"corporation":false,"usgs":true,"family":"Sass","given":"J.H.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":175459,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Galanis, S.P. Jr.","contributorId":55005,"corporation":false,"usgs":true,"family":"Galanis","given":"S.P.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":175457,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Munroe, R. J.","contributorId":56215,"corporation":false,"usgs":true,"family":"Munroe","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":175458,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Urban, T. C.","contributorId":49788,"corporation":false,"usgs":true,"family":"Urban","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":175456,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70174024,"text":"70174024 - 1976 - Limnological data for the major streams in Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2016-06-23T10:57:06","indexId":"70174024","displayToPublicDate":"1977-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Limnological data for the major streams in Chester County, Pennsylvania","docAbstract":"<p>Limnological data on major streams in Chester County, Pennsylvania are tabulated to provide a base line as to the present stream conditions. As land-use patterns change and further urbanization takes place, it is anticipated that these data will serve as a basis for comparison of conditions in the future. The 13 basins encompass a total drainage area of 1,812 km2 (697 mi2) of the 1,976 km2 (760 mi2) within Chester County. Four of the streams are tributaries to the Schuylkill River and include Pickering, Stony Run, Pigeon, and French Creek. Tributaries to the Delaware River include Darby, Crum, Ridley, Chester, Red Clay, and White Clay Creeks. The Elk Creeks flow into the Chesapeake Bay. The Brandywine is a tributary to the Christiana River, itself a tributary to the Delaware. The Octoraro Creek is a tributary to the Susquehanna River. Chester County, which is located in the Piedmont area of Pennsylvania, is undergoing rapid transition from a rural to suburban condition as the population increases.</p>\n<p>This basic-data report contains the chemical, physical, and biological information collected for the period fall 1969 through fall 1974. The network of 50 stations is shown in figure 1, which is followed by a listing (table 1) of station numbers and a brief description of station locations. Table 2 shows the physical, chemical, and bacteriological data collected by station and date. Table 3 shows the benthic invertebrate data collected by station and date.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Harrisburg, PA","doi":"10.3133/70174024","collaboration":"Prepared in cooperation with the Chester County Water Resources Authority, Chester County Department of Health, and Chester County Board of Commissioners","usgsCitation":"Lium, B.W., 1976, Limnological data for the major streams in Chester County, Pennsylvania: Open-File Report, iv, 219 p., https://doi.org/10.3133/70174024.","productDescription":"iv, 219 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":324281,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70174024.jpg"},{"id":324289,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70174024/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":70237807,"text":"70237807 - 1976 - Computation of unsteady flows in rivers and estuaries by the method of characteristics","interactions":[],"lastModifiedDate":"2025-04-24T17:06:33.990231","indexId":"70237807","displayToPublicDate":"1976-01-01T13:45:05","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Computation of unsteady flows in rivers and estuaries by the method of characteristics","docAbstract":"<p>This report is a program documentation to the latest revision (1975) of the unsteady open-channel flow simulation model by the method of characteristics, Version 13 in the program series, which employs a multiple-reach scheme treating each subreach as a prismatic shape. A long waterway of variable cross section, properties and coefficients may be divided into a number of subreaches, each being considered uniform in geometry and in other factors. The basic method of characteristics using specified time intervals is applied to each subreach, and additional boundary conditions are imposed at the junctions between subreaches. For the user's convenience, the program incorporates several types of options covering input, accuracy, boundary conditions, data formats, output, and continuation. The program accepts input data in three forms. data cards only, cards and user-supplied subroutines, and cards and disk stage data. Boundary values are either stage or velocity and are given either in numerical data or equation form. The user may employ or bypass the extrapolation procedures by weighing the trade-off between accuracy and computer time. By eight output options provided in the program he can also tailor the outputs to suit his need and convenience.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70237807","usgsCitation":"Lai, C., and Onions, C.A., 1976, Computation of unsteady flows in rivers and estuaries by the method of characteristics, viii, 195 p., https://doi.org/10.3133/70237807.","productDescription":"viii, 195 p.","costCenters":[],"links":[{"id":484998,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70237807/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":484927,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70237807/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Lai, Chintu","contributorId":16860,"corporation":false,"usgs":true,"family":"Lai","given":"Chintu","email":"","affiliations":[],"preferred":false,"id":934362,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Onions, C. A.","contributorId":173446,"corporation":false,"usgs":false,"family":"Onions","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":934363,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70260853,"text":"70260853 - 1976 - Limnological data report for the Maine Department of Environmental Protection: U.S. Geological Survey cooperative lake studies project","interactions":[],"lastModifiedDate":"2025-04-24T18:06:44.64493","indexId":"70260853","displayToPublicDate":"1976-01-01T11:36:19","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Limnological data report for the Maine Department of Environmental Protection: U.S. Geological Survey cooperative lake studies project","docAbstract":"<p>The report contains physical, chemical, and biological information collected on 43 Maine lakes during the 1975 calendar year. 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,{"id":70190915,"text":"70190915 - 1976 - Chemical and physical data for the Flaming Gorge Reservation area, Utah and Wyoming, 1973-75","interactions":[],"lastModifiedDate":"2017-09-17T16:23:10","indexId":"70190915","displayToPublicDate":"1976-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5498,"text":"Utah Basic-Data Release","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"27","title":"Chemical and physical data for the Flaming Gorge Reservation area, Utah and Wyoming, 1973-75","docAbstract":"<p>This report presents the basic data that were collected by the U.S. Geological Survey during a study of the chemical quality of water in Flaming Gorge Reservoir. An interpretive report will follow. The basic data were collected from the reservoir during the period August 1973 to October 1975. The reservoir was sampled for chemical and physical data at 25 sites. The sites are shown in figure 1 and the data are listed in tables 1-3.<br></p><p>In addition to the data collected from the reservoir, streamflow and water-quality data are collected on a continuing basis at sites on the major streams flowing into and out of the reservoir. The inflow sites are Green River near Green River, Wyo., Blacks Fork near Little America, Wyo., and Henrys Fork near Manila, Utah (fig. 1). The out- flow site is Green River near Greendale, Utah. These data are published in an annual series, and for the period of this project the data are in U.S. Geological Survey (197l-75a, b, c, d).<br></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","usgsCitation":"Bolke, E., 1976, Chemical and physical data for the Flaming Gorge Reservation area, Utah and Wyoming, 1973-75: Utah Basic-Data Release 27, iv, 35 p.","productDescription":"iv, 35 p.","numberOfPages":"40","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345843,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345842,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-540&Title=Basic+Data+Report+27"}],"country":"United States","state":"Utah, Wyoming","otherGeospatial":"Flaming Gorge Reservoir","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bf899ce4b091459a5e0883","contributors":{"authors":[{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":710683,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14344,"text":"ofr75650 - 1976 - A method for estimating magnitude and frequency of floods in Montana","interactions":[{"subject":{"id":40731,"text":"ofr6722 - 1967 - Magnitude and frequency of floods from drainage areas less than 100 square miles in Montana","indexId":"ofr6722","publicationYear":"1967","noYear":false,"title":"Magnitude and frequency of floods from drainage areas less than 100 square miles in Montana"},"predicate":"SUPERSEDED_BY","object":{"id":14344,"text":"ofr75650 - 1976 - A method for estimating magnitude and frequency of floods in Montana","indexId":"ofr75650","publicationYear":"1976","noYear":false,"title":"A method for estimating magnitude and frequency of floods in Montana"},"id":1}],"lastModifiedDate":"2023-08-30T18:52:08.189433","indexId":"ofr75650","displayToPublicDate":"1976-01-01T00:00:00","publicationYear":"1976","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":"75-650","title":"A method for estimating magnitude and frequency of floods in Montana","docAbstract":"This report provides methods for estimating flood characteristics at most natural flow sites on rural streams in Montana. It also contains significant flood data and related information for many gaged sites on Montana streams. Frequency curves are provided for 442 gaged sites as defined by log-Pearson Type III analysis. To allow estimates at ungaged sites, mathematical equations relate the 2-, 5-, 10-, 25-, 50-, and 100-year flood magnitudes to basin characteristics. Drainage area, main channel slope, and mean annual precipitation were found to be the most significant estimating variables. Equations presented are limited to use on streams with drainage areas from about 0.1 to 2,600 square miles (0.3 to 6,700 square kilometres), with slope from about 5 to 1,200 feet per mile (1.5 to 366 metres per kilometre), and with precipitation from 10 to 100 inches (250 to 2,500 millimetres). \r\n\r\nNomographs provide a simple graphical means of solving the estimating relations, and illustrative examples are presented.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75650","usgsCitation":"Johnson, M.V., and Omang, R.J., 1976, A method for estimating magnitude and frequency of floods in Montana: U.S. Geological Survey Open-File Report 75-650, Report: iv, 35 p.; 3 Plates: 21.08 x 22.74 inches or smaller, https://doi.org/10.3133/ofr75650.","productDescription":"Report: iv, 35 p.; 3 Plates: 21.08 x 22.74 inches or smaller","costCenters":[],"links":[{"id":420320,"rank":6,"type":{"id":36,"text":"NGMDB Index 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae137","contributors":{"authors":[{"text":"Johnson, M. V.","contributorId":95476,"corporation":false,"usgs":true,"family":"Johnson","given":"M.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":169294,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":169293,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15254,"text":"ofr7556 - 1975 - Preliminary hydrogeologic appraisal of selected hydrothermal systems in northern and central Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr7556","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-56","title":"Preliminary hydrogeologic appraisal of selected hydrothermal systems in northern and central Nevada","docAbstract":"Several hydrothermal systems in northern and central Nevada were explored in a hydrogeologic reconnaissance. The systems studied comprise those at Stillwater and Soda Lakes-Upsal Hogback in the Carson Desert, Gerlach, Fly Ranch-Granite Range, and Double Hot Springs in the Black Rock Desert, Brady's Hot Springs, Leach Hot Springs in Grass Valley, Buffalo Valley Hot Springs, and Sulphur Hot Springs in Ruby Valley. \r\n\r\nThe investigation focused on (1) delineating of areas of high heat flow associated with rising thermal ground water, (2) determining the nature of the discharge parts of the hydrothermal systems, (3) estimating heat discharge from the systems, (4) estimating water discharge from the systems, (5) obtaining rough estimates of, conductive heat flow outside areas of hydrothermal discharge, and (6) evaluating several investigative techniques that would yield the required information quickly and at relatively low cost. The most useful techniques were shallow test drilling to obtain geologic, hydraulic, and thermal data and hydrogeologic mapping of the discharge areas. \r\n\r\nThe systems studied are in the north-central part of the Basin and Range province. Exposed volcanic rocks of latest Tertiary and Quaternary age are chiefly basaltic. Basaltic terranes are generally regarded as less favorable for geothermal resources than terranes that contain large volumes of young volcanic mocks of felsic to intermediate composition. Most of the known hydrothermal systems are associated with Basin and Range faults which are caused by crustal extension across the province. An area of high heat flow centered at Battle Mountain and possibly other areas of high heat flow may be related to crustal heat sources. However, some of the hydrothermal systems studied appear to be related to deep circulation of meteoric water in areas of 'normal' regional heat flow rather than to shallow-crustal heat sources. \r\n\r\nDischarge temperatures of thermal springs in the region range from slightly above mean annual air temperature (8?-12?C at most places) to boiling or slightly hotter. Geochemical data indicate that, in the major systems, subsurface temperatures at which thermal waters equilibrate with reservoir rocks range from 150? to more than 200?C. These data also indicate that the major systems are of the hot-water type rather than the vapor-dominated type. Depths of thermal-water circulation probably range from 2 to 6 kilometres in areas of 'normal' regional heat flow (~2 heatflow units) and from 1 to 3 kilometres in areas of high heat flow (~3-4 heat-flow units) such as near Battle Mountain. \r\n\r\nMost of the heat is discharged from the hydrothermal systems studied by (1) conduction through near-surface materials heated as a consequence of thermal-water convection, (2) convection as springflow, and (3) convection as steam discharge from spring pools, vents, fumaroles, and cracks. The mate of heat discharge by radiation from warm ground and by convection as lateral ground-water outflow is believed to be small in most systems and is not estimated. \r\n\r\nEstimates of net heat discharge from the systems studied range from about 0.8 x 106 calories per second at Buffalo Valley Hot Springs to about 14 x 106 calories per second at Stillwater. These estimates represent the approximate magnitude of the excess heat discharge from the thermal areas that results from the upward convection of hot water from deep sources. Water discharges from the hydrothermal systems by springflow, evapotranspiration, steam discharge, and lateral ground-water outflow. Estimated discharges range from about 0.2 x 106cubic metres per year from the Buffalo Valley Hot Springs system to about 3 x 106 cubic metres per year from the Stillwater system. \r\n\r\nIn most of the hydrothermal systems studied and, by inference, in other similar systems in northern and central Nevada, the scale for potential .commercial development for production of electricity or for other uses may be constrained by the","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr7556","usgsCitation":"Olmsted, F.H., Glancy, P., Harrill, J., Rush, F., and Van Denburgh, A.S., 1975, Preliminary hydrogeologic appraisal of selected hydrothermal systems in northern and central Nevada: U.S. Geological Survey Open-File Report 75-56, xi, 267 p. :ill. ;27 cm.; (360 p. - PGS), https://doi.org/10.3133/ofr7556.","productDescription":"xi, 267 p. :ill. ;27 cm.; (360 p. - PGS)","costCenters":[],"links":[{"id":147396,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0056/report-thumb.jpg"},{"id":44190,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672aee","contributors":{"authors":[{"text":"Olmsted, F. H.","contributorId":24765,"corporation":false,"usgs":true,"family":"Olmsted","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":170826,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Glancy, P.A.","contributorId":32160,"corporation":false,"usgs":true,"family":"Glancy","given":"P.A.","affiliations":[],"preferred":false,"id":170827,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Harrill, J. R.","contributorId":10417,"corporation":false,"usgs":true,"family":"Harrill","given":"J. R.","affiliations":[],"preferred":false,"id":170824,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Rush, F. E.","contributorId":56234,"corporation":false,"usgs":true,"family":"Rush","given":"F. E.","affiliations":[],"preferred":false,"id":170828,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Van Denburgh, A. S.","contributorId":23928,"corporation":false,"usgs":true,"family":"Van Denburgh","given":"A.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":170825,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":56675,"text":"wdrWV741 - 1975 - Water resources data for West Virginia, water year 1974","interactions":[],"lastModifiedDate":"2025-02-24T17:15:54.333776","indexId":"wdrWV741","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"WV-74-1","title":"Water resources data for West Virginia, water year 1974","docAbstract":"<p>Water resources data for the 1974 water year for West Virginia including records of streamflow or reservoir storage at gaging stations, partial-record stations, and miscellaneous sites, records of water-quality data on the chemical and physical characteristics of surface water, and records of ground-water levels at index wells are given in this report. In Part 1, records are included for 131 gaging stations of which 124 are streamflow discharge stations, 1 is stage only streamflow station, and 6 are reservoir or lake stations; also included are records for 12 low-flow partial-record stations, 38 crest-stage partial-record stations and 13 miscellaneous sites. Locations of gaging stations are shown in Figure 1, and location of partial-record stations are shown in Figure 2. In Part 2, data on the quality of surface water (chemical, temperature, and sediment) were collected from designated sampling sites at predetermined intervals, such as once daily, weekly, monthly, or less frequently, and at some sites data were recorded on punched paper tape at 15-, 30-, or 60-minute intervals. Records are given for 42 sampling stations of which 30 are continuous record stations, and 12 are partial-record stations. Locations of water-quality stations are shown in Figure 1. A few pertinent stations (not included above) in bordering States are also included in this report. In Part 3, records are included for 37 observation wells of which 8 are equipped with water-level recorders that give a continuous graph of the fluctuations, 3 are equipped with digital recorders that punch the water level on a tape at hourly intervals, at 26 manual reading are made with a steel tape by observers on the days indicated. Locations of index wells are shown in Figure 2. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey under the direction of Edwin E. Harris, district chief. These data represent that portion of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in West Virginia.</p><p>Beginning with the 1961 water year, streamflow records and related data have been released by the Geological Survey in annual reports on a State-boundary basis. Water-quality records beginning with the 1964 water year have been similarly released either in separate reports or in conjunction with streamflow records. These reports are for limited distribution and are designed primarily for rapid release of data shortly after the end of the water year.</p><p>Records of discharge and stage of streams, and contents and stage of lakes and reservoirs are published in a series of U.S. Geological Survey water-supply papers entitled, \"Surface Water Supply of the United States.\" Through September 30, 1960, these water-supply papers were in an annual series and since then are in a 5-year series. Records of chemical quality, water temperatures, and suspended sediment have been published since 1941 in an annual series of water-supply papers entitled, \"Quality of Surface Waters of the United States.\" More information is given under the headings \"Publications\" on page 24. Records of ground water levels are published in a series of water supply papers entitled, \"Ground-water Levels in the United States\". Through 1955 these were in an annual series but are now in a 5-year series. More information is given under the heading \"Publications\" on page 25.<br></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWV741","collaboration":"Prepared in cooperation with the State of West Virginia and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Water resources data for West Virginia, water year 1974: U.S. Geological Survey Water Data Report WV-74-1, xii, 258 p., https://doi.org/10.3133/wdrWV741.","productDescription":"xii, 258 p.","costCenters":[],"links":[{"id":482400,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1974/wv-74-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184743,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1974/wv-74-1/report-thumb.jpg"}],"country":"United States","state":"West 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,{"id":13224,"text":"ofr74336 - 1975 - Magnitude and frequency of floods in Washington","interactions":[{"subject":{"id":51000,"text":"ofr51102 - 1951 - Peak discharge determinations for floods in Washington, November 1949 to June 1950","indexId":"ofr51102","publicationYear":"1951","noYear":false,"title":"Peak discharge determinations for floods in Washington, November 1949 to June 1950"},"predicate":"SUPERSEDED_BY","object":{"id":13224,"text":"ofr74336 - 1975 - Magnitude and frequency of floods in Washington","indexId":"ofr74336","publicationYear":"1975","noYear":false,"title":"Magnitude and frequency of floods in Washington"},"id":1}],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr74336","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"74-336","title":"Magnitude and frequency of floods in Washington","docAbstract":"Relations are provided to estimate the magnitude and frequency of floods on Washington streams. Annual-peak-flow data from stream gaging stations on unregulated streams having 1 years or more of record were used to determine a log-Pearson Type III frequency curve for each station. Flood magnitudes having recurrence intervals of 2, 5, i0, 25, 50, and 10years were then related to physical and climatic indices of the drainage basins by multiple-regression analysis using the Biomedical Computer Program BMDO2R. These regression relations are useful for estimating flood magnitudes of the specified recurrence intervals at ungaged or short-record sites. \r\n\r\nSeparate sets of regression equations were defined for western and eastern parts of the State, and the State was further subdivided into 12 regions in which the annual floods\r\nexhibit similar flood characteristics. Peak flows are related most significantly in western Washington to drainage-area size and mean annual precipitation. In eastern Washington-they are related most significantly to drainage-area size, mean annual precipitation, and percentage of forest cover. Standard errors of estimate of the estimating relations range from 25 to 129 percent, and the smallest errors are generally associated with the more humid regions.","language":"ENGLISH","publisher":"U.S. Geological Survey [Water Resources Division],","doi":"10.3133/ofr74336","usgsCitation":"Cummans, J., Collings, M.R., and Nasser, E.G., 1975, Magnitude and frequency of floods in Washington: U.S. Geological Survey Open-File Report 74-336, v, 46 p. :maps ;27 cm.; (90 p. - PGS), https://doi.org/10.3133/ofr74336.","productDescription":"v, 46 p. :maps ;27 cm.; (90 p. - PGS)","costCenters":[],"links":[{"id":108598,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15049.htm","linkFileType":{"id":5,"text":"html"},"description":"15049"},{"id":146139,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0336/report-thumb.jpg"},{"id":41605,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0336/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41606,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0336/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41607,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0336/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41608,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0336/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649562","contributors":{"authors":[{"text":"Cummans, J. E.","contributorId":24767,"corporation":false,"usgs":true,"family":"Cummans","given":"J. E.","affiliations":[],"preferred":false,"id":167432,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Collings, Michael R.","contributorId":48570,"corporation":false,"usgs":true,"family":"Collings","given":"Michael","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":167433,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nasser, Edmund George","contributorId":85196,"corporation":false,"usgs":true,"family":"Nasser","given":"Edmund","email":"","middleInitial":"George","affiliations":[],"preferred":false,"id":167434,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10044,"text":"ofr75565 - 1975 - Data summary of June-July 1975 floods in eastern North Dakota and northwestern Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T14:09:08","indexId":"ofr75565","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-565","title":"Data summary of June-July 1975 floods in eastern North Dakota and northwestern Minnesota","docAbstract":"<p>Torrential rains during late June and early July 1975, combined with wet antecedent conditions, caused severe flooding, mainly along the lower reaches of the Sheyenne and Maple Rivers and their tributaries in North Dakota, and in the Buffalo and Wild Rice River basins in Minnesota. The Red River of the North from the Fargo-Moorhead area to the Halstad, Minnesota area was also severely flooded. Because much of the region is extremely flat, large areas of the two States were inundated by flood waters. Damage, mostly agricultural, was widespread and damage estimates exceeded a quarter of a billion dollars.</p>\n<p>Local, State, and Federal officials need factual information to evaluate, coordinate, and manage programs concerned with flood losses. The purpose of this report is to provide quickly a summary of some of the basic data collected on the June-July 1975 floods. Only a part of the information collected by the U.S. Geological Survey on the extent and magnitude of the floods is presented. This information includes the magnitude and frequency of the instantaneous maximum stages (water-surface elevations) and flow rates for 62 sites, measured sediment loads at 7 sites, and hydrographs of daily mean flow at 6 sites. Additional streamflow information associated with the floods will be provided subsequently in annual data releases of the Geological Survey. The report also describes availability of graphic or photographic data depicting the areal extent of inundation. Those data may be obtained from the Applications Assistance Branch, EROS Data Center, U.S. Geological Survey, Sioux Falls, S. Dak. 57198.</p>\n<p>Only a minimal amount of rainfall data are summarized in this report to aid in documenting the flood event. These data were provided by the National Oceanic and Atmospheric Administration (NOAA), U.S. Department of Commerce, and by the Minnesota State Office of Climatology. This assistance in providing the data and in reviewing the form of its presentation is appreciated.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr75565","usgsCitation":"Lindskov, K., 1975, Data summary of June-July 1975 floods in eastern North Dakota and northwestern Minnesota: U.S. Geological Survey Open-File Report 75-565, v, 15 p., https://doi.org/10.3133/ofr75565.","productDescription":"v, 15 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science 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,{"id":5715,"text":"pp924 - 1975 - Hurricane Agnes rainfall and floods, June-July 1972","interactions":[],"lastModifiedDate":"2024-06-17T20:00:45.580721","indexId":"pp924","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"924","title":"Hurricane Agnes rainfall and floods, June-July 1972","docAbstract":"<p>Hurricane Agnes originated in the Caribbean Sea region in mid-June. Circulation barely reached hurricane intensity for a brief period in the Gulf of Mexico. The storm crossed the Florida Panhandle coastline on June 19, 1972, and followed an unusually extended overland trajectory combining with an extratropical system to bring very heavy rain from the Carolinas northward to New York. This torrential rain followed the abnormally wet May weather in the Middle Atlantic States and set the stage for the subsequent major flooding. The record-breaking floods occurred in the Middle Atlantic States in late June and early July 1972. Many streams in the affected area experienced peak discharges several times the previous maxima of record. Estimated recurrence intervals of peak flows at many gaging stations on major rivers and their tributaries exceeded 100 years. The suspended-sediment concentration and load of most flooded streams were also unusually high. The widespread flooding from this storm caused Agnes to be called the most destructive hurricane in United States history, claiming 117 lives and causing damage estimated at $3.1 billion in 12 States. Damage was particularly high in New York, Pennsylvania, Maryland, and Virginia. The detailed life history of Hurricane Agnes, including the tropical depression and tropical storm stages, is traced. Associated rainfalls are analyzed and compared with climatologic recurrence values. These are followed by a detailed description of the flood and streamflows of each affected basin. A summary of peak stages and discharges and comparison data for previous floods at 989 stations are presented. Deaths and flood damage estimates are compiled. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp924","usgsCitation":"Bailey, J.F., Patterson, J.L., and Paulhus, J.L., 1975, Hurricane Agnes rainfall and floods, June-July 1972: U.S. Geological Survey Professional Paper 924, Report: vii, 403 p.; 1 Plate: 30.00 x 42.00 inches, https://doi.org/10.3133/pp924.","productDescription":"Report: vii, 403 p.; 1 Plate: 30.00 x 42.00 inches","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":118423,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0924/report-thumb.jpg"},{"id":32286,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0924/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32285,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0924/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":104754,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5110.htm","linkFileType":{"id":5,"text":"html"},"description":"5110"}],"country":"United States","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -79.17353337473213,\n              43.938644324808564\n            ],\n            [\n              -80.88780186579464,\n              35.83761262246428\n            ],\n            [\n              -75.21324700938271,\n              35.862166390663944\n            ],\n            [\n              -70.44403607851471,\n              42.89279462125202\n            ],\n            [\n              -79.17353337473213,\n              43.938644324808564\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a4f9","contributors":{"authors":[{"text":"Bailey, James F.","contributorId":91834,"corporation":false,"usgs":true,"family":"Bailey","given":"James","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":151478,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Patterson, James Lee","contributorId":24329,"corporation":false,"usgs":true,"family":"Patterson","given":"James","email":"","middleInitial":"Lee","affiliations":[],"preferred":false,"id":151476,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Paulhus, Joseph Louis Hornore","contributorId":33705,"corporation":false,"usgs":true,"family":"Paulhus","given":"Joseph","email":"","middleInitial":"Louis Hornore","affiliations":[],"preferred":false,"id":151477,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":56914,"text":"wdrIA742 - 1975 - Water resources data for Iowa, water year 1974; Part II, Water quality records","interactions":[],"lastModifiedDate":"2025-07-17T17:05:05.787157","indexId":"wdrIA742","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"IA-74-2","title":"Water resources data for Iowa, water year 1974; Part II, Water quality records","docAbstract":"<p>Water resources data for the 1974 water year for Iowa including records of streamflow or reservoir storage at gaging stations, partial-record stations, and miscellaneous sites, and records of water-quality data on the chemical and physical characteristics of surface and ground water, are given in this report. In Part 1, records are included for 127 gaging stations of which 119 are streamflow discharge stations, and 8 are reservoir or lake stations; also included are records for 426 low-flow partial-record stations, 128 crest-stage partial-record stations, and 30 miscellaneous sites. Locations of gaging stations are shown in Figure 2. In Part 2, water quality data on chemical, physical, biological, and sediment characteristics of surface water were collected from designated sampling sites at predetermined intervals such as once daily, weekly, monthly, or less frequently. Records are given for 353 sampling stations of which 23 are continuous record stations, 9 are partial-record stations, and 321 are miscellaneous sites. Locations of water-quality stations are shown in Figure 3. A summary of periodic water temperature data is given for 98 regular gaging stations. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey under the direction of S.W. Wiitala, district chief. These data represent that portion of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Iowa.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrIA742","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Water resources data for Iowa, water year 1974; Part II, Water quality records: U.S. Geological Survey Water Data Report IA-74-2, ix, 311 p., https://doi.org/10.3133/wdrIA742.","productDescription":"ix, 311 p.","costCenters":[],"links":[{"id":492423,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1974/ia-74-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184678,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1974/ia-74-1/report-thumb.jpg"}],"country":"United 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,{"id":47132,"text":"ofr75289 - 1975 - Flood of April 1975 at Williamston, Michigan","interactions":[],"lastModifiedDate":"2017-06-02T14:13:52","indexId":"ofr75289","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-289","title":"Flood of April 1975 at Williamston, Michigan","docAbstract":"<p>On April 18 between 5 p.m. and 12 p.m. the city of Williamston experienced an intense rain storm that caused the Red Cedar River and the many small streams in the area to overflow their banks and resulted in the most devastating flood since at least 1904. Local officials estimated a loss of \\$775,000 in property damage. Damage from flooding by the Red Cedar River was caused primarily by inundation, rather than by water moving at high velocity, as is common when many streams are flooded. During the flood of April 1975 many basements were flooded as well as the lower floors of some homes in the flood plain. Additional damage occurred in places when sewers backed up and flooded basements, and when ground water seeped through basement walls and floors—situations that affected many homes including those that were well outside of the flood plain.</p><p>During the time of flooding the U.S. Geological Survey obtained aerial photography and data on a streamflow to document the disaster. This report shows on a photomosaic base map the extent of flooding along the Red Cedar River at Williamston, during the flood. It also presents data obtained at stream-gaging stations near Williamston, as well as the results of peak-flow discharge measurements made on the Red Cedar River at Michigan State Highway M-52 east of the city. Information on the magnitude of the flood can guide in making decisions pertaining to the use of flood-plains in the area. It is one of a series of reports on the April 1975 flood in the Lansing metropolitan area.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr75289","usgsCitation":"Knutilla, R., and Swallow, L., 1975, Flood of April 1975 at Williamston, Michigan: U.S. Geological Survey Open-File Report 75-289, 54.66 x 39.77 inches, https://doi.org/10.3133/ofr75289.","productDescription":"54.66 x 39.77 inches","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":99864,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0289/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169272,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0289/report-thumb.jpg"}],"country":"United States","state":"Michigan","city":"Williamston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.7158203125,\n              43.00866413845207\n            ],\n            [\n              -85.06164550781249,\n              43.004647127794435\n            ],\n            [\n              -85.0506591796875,\n              42.33012354634196\n            ],\n            [\n              -84.0399169921875,\n              42.35042512243457\n            ],\n            [\n              -84.04541015625,\n              42.52069952914966\n            ],\n            [\n              -83.7213134765625,\n              42.54093947168063\n            ],\n            [\n              -83.7158203125,\n              43.00866413845207\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eef9e","contributors":{"authors":[{"text":"Knutilla, R. L.","contributorId":65451,"corporation":false,"usgs":true,"family":"Knutilla","given":"R. L.","affiliations":[],"preferred":false,"id":234682,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swallow, L.A.","contributorId":105683,"corporation":false,"usgs":true,"family":"Swallow","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":234683,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29479,"text":"wri7559 - 1975 - Simulation of dissolved oxygen and biochemical oxygen demand, Plantation Canal, Broward County, Florida with an evaluation of the QUAL-I model for use in south Florida","interactions":[],"lastModifiedDate":"2019-11-22T14:50:26","indexId":"wri7559","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-59","title":"Simulation of dissolved oxygen and biochemical oxygen demand, Plantation Canal, Broward County, Florida with an evaluation of the QUAL-I model for use in south Florida","docAbstract":"A mathematical model; QUAL-I, developed by the Texas Water Development Board, was evaluated as a management tool in predicting the spatial and temporal distribution of dissolved oxygen and biochemical oxygen demand in Plantation Canal. Predictions based on the QUAL-I model, which was verified only against midday summer-flow conditions, showed that improvement of quality of inflows from sewage treatment plants and use of at least 130 cubic feet per second of dilution water would improve water quality in the canal significantly. The model was not fully amenable to use on Plantation Canal because: (1) it did not consider photosynthetic production, nitrification, and benthic oxygen demand as sources and sinks of oxygen; (2) the model assumptions of complete mixing, transport, and steady state were not met; and (3) the data base was inadequate because it consisted of only one set of data for each case. However, it was felt that meaningful results could be obtained for some sets of conditions. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7559","usgsCitation":"Russo, T.N., and McQuivey, R.S., 1975, Simulation of dissolved oxygen and biochemical oxygen demand, Plantation Canal, Broward County, Florida with an evaluation of the QUAL-I model for use in south Florida: U.S. Geological Survey Water-Resources Investigations Report 75-59, 49 p. , https://doi.org/10.3133/wri7559.","productDescription":"49 p. ","costCenters":[],"links":[{"id":369491,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0059/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159260,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0059/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Broward County","otherGeospatial":"Plantation Canal","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.63690185546875,\n              25.89258493702574\n            ],\n            [\n              -80.11367797851562,\n              25.89258493702574\n            ],\n            [\n              -80.11367797851562,\n              26.19241214758277\n            ],\n            [\n              -80.63690185546875,\n              26.19241214758277\n            ],\n            [\n              -80.63690185546875,\n              25.89258493702574\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2e89","contributors":{"authors":[{"text":"Russo, Thomas N.","contributorId":108151,"corporation":false,"usgs":true,"family":"Russo","given":"Thomas","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":201589,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McQuivey, Raul S.","contributorId":48176,"corporation":false,"usgs":true,"family":"McQuivey","given":"Raul","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":201588,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15630,"text":"ofr75247 - 1975 - Geophysical logs from a geologic test hole near Charleston, South Carolina","interactions":[],"lastModifiedDate":"2016-12-14T09:57:14","indexId":"ofr75247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-247","title":"Geophysical logs from a geologic test hole near Charleston, South Carolina","docAbstract":"On March 2, 1975, the U.S. Geological Survey completed a series \nof geophysical well logs in the Charleston Project Deep Core Hole No. \n1 located at Latitude 32° 53.2 'N and Longitude 80° 21 . 5'W in Dorchester \nCounty near Charleston, South Carolina. The land surface is at an \nelevation of 5.4 m (18 ft) above mean sea level. The total depth of \nthe test hole is 793 m (2,600 ft) and the geophysical logs were recorded through fresh barite mud to the bottom. The deep geologic. test \nhole penetrated the entire section of Atlantic Coastal Plain sediments \nand extended about 40 m (130 ft) into basement rock composed of basalt \nflows. \nThe purpose of the logging is to assist in the interpretation of \nthe depositional environments, stratigraphy, structural, and geological \nhistory of the onshore and offshore areas surrounding Charleston, S.C. \nThe purpose of this report is to make the uninterpretated geophysical \nrecordings of the entire log suite publicly available . \nThe logs available are shown in table 1, along with the operating \ndepth intervals, total footage, scale, units of measure, combination log, \nand other pertinent data.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75247","usgsCitation":"Rhodehamel, E.C., 1975, Geophysical logs from a geologic test hole near Charleston, South Carolina: U.S. Geological Survey Open-File Report 75-247, Report: 3 p.; Log 1: 199.6 inches x 7.45 inches; Log 2: 200 inches x 4.94 inches; Log 3: 70.68 inches x 9.16 inches; Log 4: 199.62 inches x 9.18 inches; Log 5: 199.24 inches x 8.53 inches; Log 6: 199.71 inches x 6.92 inches; Log 7: 200.00 inches x 5.00 inches; Log 8: 191.05 inches x 9.20 inches;, https://doi.org/10.3133/ofr75247.","productDescription":"Report: 3 p.; Log 1: 199.6 inches x 7.45 inches; Log 2: 200 inches x 4.94 inches; Log 3: 70.68 inches x 9.16 inches; Log 4: 199.62 inches x 9.18 inches; Log 5: 199.24 inches x 8.53 inches; Log 6: 199.71 inches x 6.92 inches; Log 7: 200.00 inches x 5.00 inches; Log 8: 191.05 inches x 9.20 inches;","additionalOnlineFiles":"Y","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":148198,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0247/report-thumb.jpg"},{"id":279482,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0247/log-7.pdf"},{"id":279483,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0247/log-8.pdf"},{"id":279476,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0247/log-1.pdf"},{"id":279477,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0247/log-2.pdf"},{"id":279478,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0247/log-3.pdf"},{"id":279475,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0247/report.pdf"},{"id":279479,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0247/log-4.pdf"},{"id":279480,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0247/log-5.pdf"},{"id":279481,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0247/log-6.pdf"}],"country":"United States","state":"South Carolina","city":"Charleston","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -80.359154,32.872811 ], [ -80.359154,32.894002 ], [ -80.326881,32.894002 ], [ -80.326881,32.872811 ], [ -80.359154,32.872811 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bbac","contributors":{"authors":[{"text":"Rhodehamel, Edward C.","contributorId":38135,"corporation":false,"usgs":true,"family":"Rhodehamel","given":"Edward","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":171462,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":43989,"text":"ofr75558 - 1975 - Time-of-travel of solutes in the Trinity River basin, Texas, September 1973 and July-August 1974","interactions":[],"lastModifiedDate":"2016-08-19T10:50:49","indexId":"ofr75558","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-558","title":"Time-of-travel of solutes in the Trinity River basin, Texas, September 1973 and July-August 1974","docAbstract":"<p>The U.S. Geological Survey, in cooperation with the U.S. Army Corps of Engineers and the Trinity River Authority of Texas, conducted timee-of-travel studies in the Trinity River basin during a period of low flow September 19-23, 1973, and during a period of moderate flow July 23-August 1, 1974. &nbsp;The purpose of these two studies was to provide data that could be used by the Trinity River Authority as part of the basic input to a mathematical water-quality model of the river. The model is being developed as part of a comprehensive water-quality management plan for the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75558","usgsCitation":"Ollman, R., 1975, Time-of-travel of solutes in the Trinity River basin, Texas, September 1973 and July-August 1974: U.S. Geological Survey Open-File Report 75-558, 3 Plates: 15.97 x 21.44 inches or smaller, https://doi.org/10.3133/ofr75558.","productDescription":"3 Plates: 15.97 x 21.44 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":168835,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr75558.PNG"},{"id":326943,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0558/plate-2.pdf"},{"id":326942,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0558/plate-1.pdf"},{"id":326944,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0558/plate-3.pdf"}],"country":"United States","state":"Texas","otherGeospatial":"Trinity River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.20703125,\n              29.267232865200878\n            ],\n            [\n              -97.20703125,\n              33.137551192346145\n            ],\n            [\n              -94.54833984375,\n              33.137551192346145\n            ],\n            [\n              -94.54833984375,\n              29.267232865200878\n            ],\n            [\n              -97.20703125,\n              29.267232865200878\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b53f","contributors":{"authors":[{"text":"Ollman, R.H.","contributorId":88806,"corporation":false,"usgs":true,"family":"Ollman","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":228944,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15149,"text":"ofr75142 - 1975 - Some reservoir engineering calculations for the vapor-dominated system at Larderello, Italy","interactions":[],"lastModifiedDate":"2012-02-02T00:07:05","indexId":"ofr75142","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-142","title":"Some reservoir engineering calculations for the vapor-dominated system at Larderello, Italy","docAbstract":"Various reservoir properties are calculated for the Larderello vapor-dominated system using available published data. Bottom-hole flowing properties are calculated from measured wellhead data. Whereas wellhead temperatures measured at a particular time tend to change systematically with changes in flow and pressure, calculated bottom-hole temperatures tend to be constant for two sample wells; while for a third, bottom-hole temperatures decrease with increasing flow. Bottom-hole temperatures calculated from wellhead data taken over several years can be constant, increase, or decrease for particular wells. A steady-state model for steam flow to a well is used with calculated bottom-hole data to show that the effect of non-Darcy flow is important. The initial mass of fluid in place for the northeast zone of Larderello (56 km2) is estimated, using data on shut-in pressures and total mass production. Reservoir thickness needed to store this mass of fluid is calculated as a function of porosity and initial fraction of water in pores. Representative values are 19 km of thickness, assuming 5% porosity with steam alone, and 832 m, assuming 20% porosity and 10% of pore volume as liquid water. \r\n","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr75142","usgsCitation":"Nathenson, M., 1975, Some reservoir engineering calculations for the vapor-dominated system at Larderello, Italy: U.S. Geological Survey Open-File Report 75-142, 47 p.; Tables; Figures, https://doi.org/10.3133/ofr75142.","productDescription":"47 p.; Tables; Figures","onlineOnly":"Y","costCenters":[],"links":[{"id":118597,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_75_142.jpg"},{"id":13626,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1975/of75-142/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e7e4b07f02db5e7f36","contributors":{"authors":[{"text":"Nathenson, Manuel 0000-0002-5216-984X mnathnsn@usgs.gov","orcid":"https://orcid.org/0000-0002-5216-984X","contributorId":1358,"corporation":false,"usgs":true,"family":"Nathenson","given":"Manuel","email":"mnathnsn@usgs.gov","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":170661,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30518,"text":"wri7549 - 1975 - Erosion and sediment transport in the Owens River near Bishop, California","interactions":[],"lastModifiedDate":"2018-10-29T14:28:08","indexId":"wri7549","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-49","title":"Erosion and sediment transport in the Owens River near Bishop, California","docAbstract":"<p>Closure of Pleasant Valley Dam in 1954 has almost eliminated the supply of gravel to the 16-mile (25.7-kilometre) study reach of the Owens River. Because of armoring of the channel, scour has been limited to approximately 1 foot (0.3 metre) in the upper 2.3 miles (3.7 kilometres).</p><p>This report presents information useful in determining long-term erosion effects below Pleasant Valley Dam, in assessing the feasibility of a proposed bypass channel versus retention of the main channel in its present state, and in determining man's influence on river morphology.</p><p>Bedload transport is dependent on the hydraulics of a section and the availability of material. Ninety-eight percent by weight of the sampled bedload transported between sites 1 and 6 in the study reach was finer than 8 millimetres, although only 6 to 12 percent of the material in the bed available for transport was finer than 8 millimetres. Bank material, a prime source of new material for transport, is predominantly finer than 16 millimetres.</p><p>Bank erosion is accelerated by wide ranges in flow release. The bank-erosion rates interpreted from aerial photographs indicate average annual erosion rates of 750 tons (680 tonnes) from 1947 to 1967, 1,970 tons (1,790 tonnes) from 1967 to 1968, and 2,020 tons (1,830 tonnes) from 1968 to 1971. These rates are compatible with the water discharge-sediment discharge relation developed from field data collected during 1972-73.</p><p>Hydraulic geometry of the six sites indicates a shift in the river system regime since 1954. These changes have progressed downstream from the dam to a point between sites 4 and 5. Farther downstream channel changes will occur until the channel stabilizes.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7549","usgsCitation":"Williams, R.P., 1975, Erosion and sediment transport in the Owens River near Bishop, California: U.S. Geological Survey Water-Resources Investigations Report 75-49, vi, 49 p., https://doi.org/10.3133/wri7549.","productDescription":"vi, 49 p.","numberOfPages":"67","costCenters":[],"links":[{"id":358905,"rank":2,"type":{"id":11,"text":"Document"},"url":" https://pubs.usgs.gov/wri/1975/0049/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159679,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0049/report-thumb.jpg"}],"country":"United States","state":"California","city":"Bishop","otherGeospatial":"Owens River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -118.75,\n              37.25\n            ],\n            [\n              -118.25,\n              37.25\n            ],\n            [\n              -118.25,\n              37.5\n            ],\n            [\n              -118.75,\n              37.5\n            ],\n            [\n              -118.75,\n              37.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fe026","contributors":{"authors":[{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":203388,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13898,"text":"ofr75582 - 1975 - Flow characteristics of the Lower Wisconsin River","interactions":[],"lastModifiedDate":"2015-10-13T09:00:20","indexId":"ofr75582","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-582","title":"Flow characteristics of the Lower Wisconsin River","docAbstract":"<p>The flow of water throughout the year and the stream gradient are necessary considerations in evaluating the recreational potential of the lower Wisconsin River. This flow is regulated in part by the dam at Prairie du Sac and influenced considerably by the 47 storage reservoirs and power dams above Lake Wisconsin. The river's gradient and flow characteristics can be illustrated by a river profile and graphs of flow durations, 7-day low flows, and flood-flow recurrence (Hindall and Borman, 1974). Sufficient streamflow data to develop meaningful graphs were available for the gaging site at Muscoda, about the midpoint of the river reach being studied.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75582","usgsCitation":"Green, J.H., 1975, Flow characteristics of the Lower Wisconsin River: U.S. Geological Survey Open-File Report 75-582, iii, 9 p., https://doi.org/10.3133/ofr75582.","productDescription":"iii, 9 p.","numberOfPages":"12","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":145230,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0582/report-thumb.jpg"},{"id":42537,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0582/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","otherGeospatial":"Lower Wisconsin River, Muscoda","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -91.16455078125,\n              43.068887774169625\n            ],\n            [\n              -91.13983154296875,\n              42.94637095514085\n            ],\n            [\n              -90.93109130859375,\n              42.98857645832184\n            ],\n            [\n              -90.7196044921875,\n              43.09697190802465\n            ],\n            [\n              -90.58502197265625,\n              43.137069765760344\n            ],\n            [\n              -90.41473388671875,\n              43.16111586765961\n            ],\n            [\n              -90.32135009765625,\n              43.16512263158296\n            ],\n            [\n              -90.186767578125,\n              43.12303850442337\n            ],\n            [\n              -90.0164794921875,\n              43.10699883578313\n            ],\n            [\n              -89.901123046875,\n              43.16311928246929\n            ],\n            [\n              -89.73907470703124,\n              43.22719386727831\n            ],\n            [\n              -89.69512939453125,\n              43.2512044908875\n            ],\n            [\n              -89.6759033203125,\n              43.31118965238512\n            ],\n            [\n              -89.6978759765625,\n              43.323179587489086\n            ],\n            [\n              -89.76654052734375,\n              43.329173667843904\n            ],\n            [\n              -89.89562988281249,\n              43.241201214257885\n            ],\n            [\n              -90.1702880859375,\n              43.21718664827096\n            ],\n            [\n              -90.26641845703125,\n              43.23719944365308\n            ],\n            [\n              -90.37353515625,\n              43.247203377359774\n            ],\n            [\n              -90.494384765625,\n              43.2512044908875\n            ],\n            [\n              -90.60150146484375,\n              43.249203966977845\n            ],\n            [\n              -90.85418701171874,\n              43.153101551466385\n            ],\n            [\n              -91.01348876953125,\n              43.08493742707592\n            ],\n            [\n              -91.0931396484375,\n              43.05082689000007\n            ],\n            [\n              -91.16455078125,\n              43.068887774169625\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df5bc","contributors":{"authors":[{"text":"Green, J. H.","contributorId":43312,"corporation":false,"usgs":true,"family":"Green","given":"J.","email":"","middleInitial":"H.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":168600,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":52536,"text":"ofr6632 - 1975 - Time-of-travel study: Lake Erie-Niagara River basins","interactions":[],"lastModifiedDate":"2021-12-02T20:07:11.884385","indexId":"ofr6632","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"66-32","title":"Time-of-travel study: Lake Erie-Niagara River basins","docAbstract":"<p>Time of travel was determined for 80.54 stream miles on Cattaraugus,\nCayuga, Ellicott, Murder, and Tonawanda Creeks; Cazenovia Creek basin;\nand the Buffalo River. Two or three runs at different discharge rates\nwere made in 13 subreaches on the 7 streams except for a subreach of\nEllicott ·creek. In the Ellicott Creek subreach from the Lehigh Valley\nRailroad bridge (above the Tonawanda Sewer District No. 3 sewage treatment\nplant) to the mouth, only one time-of-travel run could be made\nbecause of the unexpected shutdown of the treatment plant.</p>\n<br>\n<p>On Cattaraugus Creek, the reach was extended to Versailles after\nthe first run. To complete the three runs, a partial run was made on\nNovember 16, 1964. On Ellicott Creek, in the subreach between Amherst\nsewage treatment plant and Sweet Home Road, a partial run was made to\ncheck a previous run.</p>\n<br>\n<p>Time-of-travel data for several subreaches are depicted in a series\nof graphs that show time-distance relationships for several discharge\nrates.</p>\n<br>\n<p>Flow-duration curves and minimum average consecutive 7-day discharges\nfor a 10-year return period were dete'rmined for one site each on Cattaraugus,\nCayuga, and Murder Creeks, and for two sites on Tonawanda and Ellicott\nCreeks. The 7-day frequency data were also developed for a site on\nBuffalo River.</p>\n<br>\n<p>Effluent discharge was measured at nine treatment plants. Considerable\nfluctuation in discharge was recorded at some of the plants.</p>\n<br>\n<p>In the Cazenovia Creek basin, time of travel was determined on the\nEast Branch for 16.45 miles, on the West Branch for 13.8 miles, and on\nCazenovia Creek for 16.62 miles. Three runs at different discharge rates\nwere made at most subreaches. On those subreaches where less than three\nruns were made, a comparison of the relationship with other sites was\nmade to determine the shape of the curves.</p>\n<br>\n<p>Time-of-travel data are shown in graphic form depicting the timedistance\nrelationships for the three major reaches in the Cazenovia Creek\nbasin for several discharge rates. The discharge shown is that at the\ngaging station on Cazenovia Creek at Ebenezer for which a value of minimum\naverage consecutive ?-day discharge for a 10-year return period was\ndetermined.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Albany, NY","doi":"10.3133/ofr6632","usgsCitation":"Dunn, B., 1975, Time-of-travel study: Lake Erie-Niagara River basins: U.S. Geological Survey Open-File Report 66-32, iv, 41 p., https://doi.org/10.3133/ofr6632.","productDescription":"iv, 41 p.","numberOfPages":"44","costCenters":[],"links":[{"id":260406,"rank":799,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1966/0032/report.pdf"},{"id":260407,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1966/0032/report-thumb.jpg"},{"id":392399,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_52065.htm"}],"country":"United States","state":"New York","otherGeospatial":"Lake Erie-Niagra River Basins","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -79.0833,\n              42.3833\n            ],\n            [\n              -78.0833,\n              42.3833\n            ],\n            [\n              -78.0833,\n              43.1167\n            ],\n            [\n              -79.0833,\n              43.1167\n            ],\n            [\n              -79.0833,\n              42.3833\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ba7","contributors":{"authors":[{"text":"Dunn, Bernard","contributorId":61423,"corporation":false,"usgs":true,"family":"Dunn","given":"Bernard","email":"","affiliations":[],"preferred":false,"id":245513,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56758,"text":"wdrMS741 - 1975 - Water resources data for Mississippi, water year 1974","interactions":[],"lastModifiedDate":"2025-07-15T17:20:55.138232","indexId":"wdrMS741","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"MS-74-1","title":"Water resources data for Mississippi, water year 1974","docAbstract":"<p>Water resources data for the 1974 water year for Mississippi including records of streamflow or reservoir storage at gaging stations, partial-record stations, and miscellaneous sites, special information on the flood in south-central Mississippi in April, and records of water-quality data on the chemical and physical characteristics of surface water, are given in this report. In Part 1, records are included for 79 gaging stations of which 75 are streamflow discharge stations, and 4 are reservoir or lake stations; also are included records for 11 low-flow partial-record stations, 136 crest-stage partial-record stations, and 149 miscellaneous sites. Locations of continuous-record gaging stations are shown in figure 1 and locations of partial-record stations are shown in figure 2. In Part 2, water-quality data on chemical, physical, and biological characteristics of surface water are included for designated sampling sites at which samples were obtained at predetermined intervals such as daily, weekly, monthly, or less frequently. Records are given for 70 sampling stations of which 32 are continuous-record stations, 26 are partial-record stations, and 12 are miscellaneous sites. Locations of water-quality stations are shown in figure 1. A few pertinent stations (not included above) furnished by bordering States are also included in this report. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey under the direction of L. E. Carroon, district chief. 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 Mississippi.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMS741","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Water resources data for Mississippi, water year 1974: U.S. Geological Survey Water Data Report MS-74-1, vii, 284 p., https://doi.org/10.3133/wdrMS741.","productDescription":"vii, 284 p.","costCenters":[],"links":[{"id":175276,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1974/ms-74-1/report-thumb.jpg"},{"id":492290,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1974/ms-74-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":12839,"text":"ofr75393 - 1975 - Abundances of uranium, thorium, and potassium for some Australian crystalline rocks","interactions":[],"lastModifiedDate":"2015-10-01T14:52:19","indexId":"ofr75393","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-393","title":"Abundances of uranium, thorium, and potassium for some Australian crystalline rocks","docAbstract":"<p>This report contains a tabulation of the basic radioelement and radiogenic heat data obtained during an Australian National University (ANU) - United States Geological Survey (USGS) heat-flow project, directed jointly by J. C. Jaeger (ANU) and J. H. Sass (USGS). Most samples were collected during the periods June through September, 1971 and 1972. The measurements were made subsequently by two of us (C. M. Bunker and C. A. Bush) using the gamma-ray spec trometric techniques described by Bunker and Bush (1966, 1967). Interpreting the spectra for quantitative analyses of the radioelements was accomplished with an iterative leastsquares computer program modified from one by Schonfeld (1966). Uranium content determined by gamma-ray spectrometry is based on a measurement of the daughter products of <sup>226</sup>Ra. Equilibrium in the uranium-decay series was assumed for these analyses . Throughout the report, when U content is stated, radium-equivalent uranium is implied. The coefficient of variation for the accuracy of the radioelement data, when compared to ana lyses by isotope dilution and flame photometry is about 3 percent for radium-equivalent uranium and thorium and about 1 percent for potassium. These percentages are in addition to minimum standard deviations of about 0.05 ppm for U and Th, and about 0.03 percent for K.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75393","usgsCitation":"Bunker, C.M., Bush, C.A., Munroe, R.J., and Sass, J., 1975, Abundances of uranium, thorium, and potassium for some Australian crystalline rocks: U.S. Geological Survey Open-File Report 75-393, 39 p., https://doi.org/10.3133/ofr75393.","productDescription":"39 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