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,{"id":57477,"text":"wdrOH861 - 1987 - Water resources data, Ohio, water year 1986. Volume 1: Ohio River Basin","interactions":[],"lastModifiedDate":"2025-06-09T16:57:44.551073","indexId":"wdrOH861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"OH-86-1","title":"Water resources data, Ohio, water year 1986. Volume 1: Ohio River Basin","docAbstract":"<p>Water-resources data for the 1986 water year for Ohio consist of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water quality of ground-water wells. This report, in two volumes, contains records for water discharge at 125 gaging stations, stage and contents at 4 lakes and reservoirs; water quality at 17 gaging stations, 100 wells, and 60 partial-record sites; and water levels at 948 observation wells. Also included are data from 59 crest-stage partial-record stations and 19 miscellaneous sites. Additional water data were collected at various sites not involved in the systematic data-collection program and are published as miscellaneous measurements and analyses. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Ohio.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrOH861","collaboration":"Prepared in cooperation with the State of Ohio and with other agencies","usgsCitation":"Shindel, H., Klingler, J., Mangus, J., and Trimble, L., 1987, Water resources data, Ohio, water year 1986. Volume 1: Ohio River Basin: U.S. Geological Survey Water Data Report OH-86-1, x, 295 p., https://doi.org/10.3133/wdrOH861.","productDescription":"x, 295 p.","costCenters":[],"links":[{"id":490269,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/oh-86-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181289,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/oh-86-1/report-thumb.jpg"}],"country":"United 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,{"id":57586,"text":"wdrCO862 - 1987 - Water Resources Data for Colorado, Water Year 1986. Volume 2. Colorado River Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:12:03","indexId":"wdrCO862","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"CO-86-2","title":"Water Resources Data for Colorado, Water Year 1986. Volume 2. Colorado River Basin","language":"ENGLISH","doi":"10.3133/wdrCO862","usgsCitation":"Ugland, R., Steinheimer, J., Kretschman, R., Wilson, E., and Bennett, J., 1987, Water Resources Data for Colorado, Water Year 1986. Volume 2. Colorado River Basin: U.S. Geological Survey Water Data Report CO-86-2, 434 p., https://doi.org/10.3133/wdrCO862.","productDescription":"434 p.","costCenters":[],"links":[{"id":100609,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/co-86-2/report.pdf","size":"28144","linkFileType":{"id":1,"text":"pdf"}},{"id":181546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/co-86-2/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd0a7","contributors":{"authors":[{"text":"Ugland, R.C.","contributorId":14044,"corporation":false,"usgs":true,"family":"Ugland","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":257448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Steinheimer, J.T.","contributorId":81121,"corporation":false,"usgs":true,"family":"Steinheimer","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":257450,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kretschman, R.G.","contributorId":75623,"corporation":false,"usgs":true,"family":"Kretschman","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":257449,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wilson, E.A.","contributorId":92334,"corporation":false,"usgs":true,"family":"Wilson","given":"E.A.","email":"","affiliations":[],"preferred":false,"id":257451,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Bennett, J.D.","contributorId":97188,"corporation":false,"usgs":true,"family":"Bennett","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":257452,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":57620,"text":"wdrFL864 - 1987 - Water resources data for Florida, water year 1986. Volume 4. Northwest Florida","interactions":[],"lastModifiedDate":"2025-04-24T13:40:58.843211","indexId":"wdrFL864","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"FL-86-4","title":"Water resources data for Florida, water year 1986. Volume 4. Northwest Florida","docAbstract":"<p>Water resources data for the 1986 water year in Florida consist of continuous or daily discharge for 277 streams, periodic discharge for 38 streams, miscellaneous discharge for 34 streams, continuous or daily stage for 77 streams, periodic stage for 20 streams, peak discharge for 88 streams and peak stage for 69 streams; continuous or daily elevations for 69 lakes, periodic elevations for 72 lakes; ground-water levels for 476 wells, periodic ground-water levels for 1226 wells, and miscellaneous water-level measurements for 1570 wells; quality-of-water data for 188 surface-water sites and 878 wells.</p><p>The data for northwest Florida include continuous or daily discharge for 51 streams, periodic discharge for 3 streams, miscellaneous discharge for 6 streams, continuous or daily stage for 1 stream, peak discharge for 41 streams, and peak stage for 41 streams; continuous elevations for 5 lakes and periodic elevations for 4 lakes; continuous groundwater levels for 13 wells, and periodic ground-water levels for 169 wells; quality of water for 25 surface-water sites and 20 wells.</p><p>These data represent the National Water Data System records collected by the U.S. Geological Survey and cooperating local, stage and federal agencies in Florida.</p>","language":"English","publisher":"U.S Geological Survey","doi":"10.3133/wdrFL864","collaboration":"Prepared in cooperation with the State of Florida and other agencies.","usgsCitation":"Meadows, P., Martin, J., and Mixson, P., 1987, Water resources data for Florida, water year 1986. Volume 4. 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,{"id":60981,"text":"mf1144 - 1987 - Seismicity map of the state of Kentucky","interactions":[],"lastModifiedDate":"2016-08-23T09:54:36","indexId":"mf1144","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1144","title":"Seismicity map of the state of Kentucky","docAbstract":"<p>This map is one of a series of seismicity maps produced by the U.S. Geological Survey that show earthquake data of individual states or groups of states at the scale of 1:1,000,000. This map shows only those earthquakes with epicenters located within the boundaries of Kentucky, even though earthquakes in nearby states or countries may have been felt or may have caused damage in Kentucky.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1144","isbn":"0607806338","usgsCitation":"Stover, C.W., Reagor, B., and Algermissen, S.T., 1987, Seismicity map of the state of Kentucky (Revision - 1987): U.S. Geological Survey Miscellaneous Field Studies Map 1144, 36.08 x 30.38 in, https://doi.org/10.3133/mf1144.","productDescription":"36.08 x 30.38 in","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":180561,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1144.PNG"},{"id":327534,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1144/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United 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,{"id":57618,"text":"wdrFL863A - 1987 - Water resources data for Florida, water year 1986. Volume 3A. Southwest Florida surface water","interactions":[],"lastModifiedDate":"2025-05-21T20:08:43.87307","indexId":"wdrFL863A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"FL-86-3A","title":"Water resources data for Florida, water year 1986. Volume 3A. Southwest Florida surface water","docAbstract":"<p>Water resources data for the 1986 water year in Florida consist of continuous or daily discharge for 277 streams, periodic discharge for 38 streams, miscellaneous discharge for 34 streams, continuous or daily stage for 77 streams, periodic stage for 20 streams, peak discharge for 88 streams and peak stage for 69 streams; continuous or daily elevations for 69 lakes, periodic elevations for 72 lakes; continuous ground-water levels for 476 wells, periodic ground-water levels for 1226 wells, and miscellaneous water-level measurements for 1570 wells; quality-of-water data for 188 surface-water sites and 878 wells.</p><p>The data for southwest Florida include continuous or daily discharge for 85 streams, periodic discharge for 21 streams, miscellaneous discharge for 7 streams, continuous or daily stage for 26 streams, periodic stage for 10 streams, peak discharge for 20 streams, and peak stage for 1 stream; continuous elevations for 30 lakes and periodic elevations for 28 lakes; continuous ground-water levels for 25 wells, periodic ground-water levels for 146 wells, and miscellaneous water-level measurements for 722 wells; quality-of-water for 106 surface-water sites and 265 wells.</p><p>These data represent the National Water Data System records collected by the U. S. Geological Survey and cooperating local, state and federal agencies in Florida.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrFL863A","collaboration":"Preparation in cooperation with the State of Florida and other agencies.","usgsCitation":"Fletcher, W., Ogle, J., Oberg, J., and Todd, J., 1987, Water resources data for Florida, water year 1986. Volume 3A. 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,{"id":57484,"text":"wdrKY861 - 1987 - Water Resources Data for Kentucky, Water Year 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:12:09","indexId":"wdrKY861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"KY-86-1","title":"Water Resources Data for Kentucky, Water Year 1986","language":"ENGLISH","doi":"10.3133/wdrKY861","usgsCitation":"Toms, S., Sholar, C., and Zettwoch, D., 1987, Water Resources Data for Kentucky, Water Year 1986: U.S. Geological Survey Water Data Report KY-86-1, 380 p., https://doi.org/10.3133/wdrKY861.","productDescription":"380 p.","costCenters":[],"links":[{"id":181807,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fce78","contributors":{"authors":[{"text":"Toms, S.G.","contributorId":80346,"corporation":false,"usgs":true,"family":"Toms","given":"S.G.","email":"","affiliations":[],"preferred":false,"id":257140,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sholar, C.J.","contributorId":44186,"corporation":false,"usgs":true,"family":"Sholar","given":"C.J.","affiliations":[],"preferred":false,"id":257138,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zettwoch, D.D.","contributorId":44950,"corporation":false,"usgs":true,"family":"Zettwoch","given":"D.D.","affiliations":[],"preferred":false,"id":257139,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57485,"text":"wdrKY871 - 1987 - Water Resources Data for Kentucky, Water Year 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:12:09","indexId":"wdrKY871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"KY-87-1","title":"Water Resources Data for Kentucky, Water Year 1987","language":"ENGLISH","doi":"10.3133/wdrKY871","usgsCitation":"Toms, S., Sholar, C., and Zettwoch, D., 1987, Water Resources Data for Kentucky, Water Year 1987: U.S. Geological Survey Water Data Report KY-87-1, 356 p., https://doi.org/10.3133/wdrKY871.","productDescription":"356 p.","costCenters":[],"links":[{"id":181808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fce7e","contributors":{"authors":[{"text":"Toms, S.G.","contributorId":80346,"corporation":false,"usgs":true,"family":"Toms","given":"S.G.","email":"","affiliations":[],"preferred":false,"id":257143,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sholar, C.J.","contributorId":44186,"corporation":false,"usgs":true,"family":"Sholar","given":"C.J.","affiliations":[],"preferred":false,"id":257141,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zettwoch, D.D.","contributorId":44950,"corporation":false,"usgs":true,"family":"Zettwoch","given":"D.D.","affiliations":[],"preferred":false,"id":257142,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57615,"text":"wdrFL861B - 1987 - Water resources data for Florida, water year 1986. Volume 1B. Northeast Florida - ground water","interactions":[],"lastModifiedDate":"2025-04-24T13:39:28.342359","indexId":"wdrFL861B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"FL-86-1B","title":"Water resources data for Florida, water year 1986. Volume 1B. 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,{"id":57614,"text":"wdrFL861A - 1987 - Water resources data for Florida, water year 1986. Volume 1A. Northeast Florida surface water","interactions":[],"lastModifiedDate":"2025-05-21T20:39:24.552596","indexId":"wdrFL861A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"FL-86-1A","title":"Water resources data for Florida, water year 1986. Volume 1A. Northeast Florida surface water","docAbstract":"<p>Water resources data for the 1986 water year in Florida consist of continuous or daily discharge for 277 streams, periodic discharge for 38 streams, miscellaneous discharge for 34 streams, continuous or daily stage for 77 streams, periodic stage for 20 streams, peak discharge for 88 streams, and peak stage for 69 streams; continuous or daily elevations for 69 lakes, periodic elevations for 72 lakes; continuous ground-water levels for 476 wells, periodic ground-water levels for 1,226 wells, and miscellaneous water-level measurements for 1,570 wells; quality-of-water data for 188 surface-water sites and 878 wells.</p><p>The data for northeast Florida include continuous or daily discharge for 70 streams, periodic discharge for 9 streams, miscellaneous discharge for 21 streams, continuous or daily stage for 27 streams, periodic stage for 8 streams, peak discharge for 21 streams, and peak stage for 25 streams; continuous or daily elevations for 20 lakes, periodic elevations for 35 lakes; continuous ground-water levels for 40 wells, periodic ground-water levels for 105 wells, and miscellaneous water-level measurements for 589 wells; quality-of-water data for 19 surface-water sites and 82 wells.</p><p>These data represent the National Water Data System records collected by the U.S. Geological Survey and cooperating local, state and federal agencies in Florida.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrFL861A","collaboration":"Prepared in cooperation with the State of Florida and other agencies.","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Water resources data for Florida, water year 1986. Volume 1A. Northeast Florida surface water: U.S. Geological Survey Water Data Report FL-86-1A, xi, 242 p., https://doi.org/10.3133/wdrFL861A.","productDescription":"xi, 242 p.","costCenters":[],"links":[{"id":181630,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/fl-86-1-a/report-thumb.jpg"},{"id":486362,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/fl-86-1-a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":60977,"text":"mf1974 - 1987 - Seismicity map of the state of Indiana","interactions":[{"subject":{"id":60978,"text":"mf1145 - 1979 - Seismicity map of the State of Indiana","indexId":"mf1145","publicationYear":"1979","noYear":false,"title":"Seismicity map of the State of Indiana"},"predicate":"SUPERSEDED_BY","object":{"id":60977,"text":"mf1974 - 1987 - Seismicity map of the state of Indiana","indexId":"mf1974","publicationYear":"1987","noYear":false,"title":"Seismicity map of the state of Indiana"},"id":1}],"lastModifiedDate":"2025-05-27T16:36:24.580801","indexId":"mf1974","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1974","title":"Seismicity map of the state of Indiana","docAbstract":"<p>This map is one of a series of seismicity maps produced by the U. S. Geological Survey that show earthquake data of individual states or groups of states at the scale of 1:1,000,000. This map shows only those earthquakes with epicenters located within the boundaries of Indiana, even though earthquakes in nearby states may have been felt or may have caused damage in Indiana.</p>\n<p>The data in table 1 were used to compile the seismicity map; these data are a corrected, expanded, and updated (through 1983) version of the data used by Algermissen (1969) for a study of seismic risk in the United States. The locations and intensities of some earthquakes were revised and intensities were assigned where none had been before. Many earthquakes were added to the original list from new data sources as well as from some old data sources that had not been previously used. The data in table 1 represent best estimates of the location of the epicenter, magnitude, and intensity of each earthquake on the basis of historical and current information. Some of the aftershocks from large earthquakes are listed, but not all, especially for earthquakes that occurred before seismic instruments were universally used.</p>\n<p>The latitude and longitude coordinates of each epicenter were rounded to the nearest tenth of a degree and sorted so that all identical locations were grouped and counted. These locations are represented on the map by a triangle. The number of earthquakes at each location is shown on the map by the arabic number to the right of the triangle. A Roman numeral to the left of a triangle is the maximum Modified Mercalli intensity (Wood and Neumann, 1931) of all earthquakes at that geographic location. The absence of an intensity value indicates that no intensities have been assigned to earthquakes at that location. The year shown below each triangle is the latest year for which the maximum intensity was recorded.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1974","usgsCitation":"Stover, C.W., Reagor, B., and Algermissen, S.T., 1987, Seismicity map of the state of Indiana (Supercedes MF-1145): U.S. Geological Survey Miscellaneous Field Studies Map 1974, 1 Plate: 36.57 x 22.18 inches, https://doi.org/10.3133/mf1974.","productDescription":"1 Plate: 36.57 x 22.18 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":180557,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1974.PNG"},{"id":486594,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5545.htm","linkFileType":{"id":5,"text":"html"}},{"id":327538,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1974/plate-1.pdf","size":"7.47 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,{"id":57611,"text":"wdrFL852A - 1987 - Water resources data for Florida, water year 1985. Volume 2A. South Florida surface water","interactions":[],"lastModifiedDate":"2025-05-22T13:37:57.90634","indexId":"wdrFL852A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"FL-85-2A","title":"Water resources data for Florida, water year 1985. Volume 2A. South Florida surface water","docAbstract":"<p>Water resources data for the 1985 water year in Florida consists of continuous or daily discharge for 285 streams, periodic discharge for 38 streams, miscellaneous discharge for 110 streams, continuous or daily stage for 124 streams, periodic stage for 32 streams, peak discharge for 98 streams and peak stage for 87 streams; continuous or daily eleva-tions for 89 lakes, periodic elevations for 82,1akes; continuous ground-water levels for 473 wens, periodic gound-water levels for 550 wells, and miscellaneous water level measurements for 2,588 wells; quality of water data for 239 surface-water sites and 699 wells.</p><p>The data for south Florida include continuous or daily discharge for 73 streams, periodic discharge for 3-streams, peak discharge for 2 streams, continuous or daily stage for 71 streams, periodic stage for 1 stream, peak discharge for 27 streams, and peak stage for 27 streams; continuous elevations for 14 lakes, and periodic elevations for 4 lakes; continuous ground-water levels for 198 wells, periodic ground-water levels for 136 wells, and miscellaneous water-level measurements for 521 wells; quality-of-water for 49 surface-water sites and 310 wells.</p><p>These data represent the National Water Data System records collected by the U.S. Geological Survey and cooperating local, state and federal agencies in Florida.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrFL852A","collaboration":"Prepared in cooperation with the State of Florida and other agencies.","usgsCitation":"Haire, W., Price, C., Curtis, R., and Lietz, C., 1987, Water resources data for Florida, water year 1985. Volume 2A. 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,{"id":57612,"text":"wdrFL852B - 1987 - Water resources data, Florida, water year 1985. Volume 2B. South Florida ground water","interactions":[],"lastModifiedDate":"2024-05-15T19:30:41.571232","indexId":"wdrFL852B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"FL-85-2B","title":"Water resources data, Florida, water year 1985. Volume 2B. South Florida ground water","docAbstract":"<p>Water resources data for the 1985 water year in Florida consists of continuous or daily discharge for 285 streams, periodic discharge for 38 streams, miscellaneous discharge for 110 streams, continuous or daily stage for 124 streams, periodic stage for 32 streams, peak discharge for 98 streams and peak stage for 87 streams; continuous or daily elevations for 89 lakes, periodic elevations for 82 lakes; continuous ground-water levels for 473 wells, periodic ground-water levels for 550 wells, and miscellaneous water level measurements for 2,588 wells; quality of water data for 239 surface-water sites and 699 wells.</p><p>The data for south Florida include continuous or daily discharge for 73 streams, periodic discharge for 3 streams, peak discharge for 2 streams, continuous or daily stage for 71 streams, periodic stage for 1 stream, peak discharge for 27 streams, and peak stage for 27 streams; continuous elevations for 14 lakes, and periodic elevations for 4 lakes; continuous ground-water levels for 198 wells, periodic ground-water levels for 136 wells, and miscellaneous water-level measurements for 521 wells; quality-of-water for 49 surface water sites and 310 wells.</p><p>These data represent the National Water Data System records collected by the U.S. Geological Survey and cooperating local, state and federal agencies in Florida.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrFL852B","collaboration":"Prepared in cooperation with the State of Florida and other agencies","usgsCitation":"Haire, W., Price, C., and Sonenshein, R., 1987, Water resources data, Florida, water year 1985. Volume 2B. South Florida ground water: U.S. Geological Survey Water Data Report FL-85-2B, viii, 367 p., https://doi.org/10.3133/wdrFL852B.","productDescription":"viii, 367 p.","costCenters":[],"links":[{"id":428740,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1985/fl-85-2-b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181628,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1985/fl-85-2-b/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"South Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.4465768879441,\n              27.5382168563048\n            ],\n            [\n              -82.4465768879441,\n              24.68746370820071\n            ],\n            [\n              -79.78992063710143,\n              24.68746370820071\n            ],\n            [\n              -79.78992063710143,\n              27.5382168563048\n            ],\n            [\n              -82.4465768879441,\n              27.5382168563048\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fcffe","contributors":{"authors":[{"text":"Haire, W.J.","contributorId":47341,"corporation":false,"usgs":true,"family":"Haire","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":257511,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Price, C.","contributorId":12910,"corporation":false,"usgs":true,"family":"Price","given":"C.","affiliations":[],"preferred":false,"id":257510,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sonenshein, R.S.","contributorId":10415,"corporation":false,"usgs":true,"family":"Sonenshein","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":257509,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":55125,"text":"wdrWY861 - 1987 - Water resources data, Wyoming, water year 1986","interactions":[],"lastModifiedDate":"2025-07-21T14:04:04.617882","indexId":"wdrWY861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"WY-86-1","title":"Water resources data, Wyoming, water year 1986","docAbstract":"<p>Water resources data for the 1986 water year for Wyoming consists of records of stage, discharge and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water quality of ground water. This report contains discharge records for 195 gaging stations; stage and contents for 15 lakes and reservoirs; water quality for 79 gaging stations, and 69 ungaged stations; and water levels for 5 observation wells. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Wyoming.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWY861","collaboration":"Prepared in cooperation with the State of Wyoming and with other agencies","usgsCitation":"Druse, S.A., Glass, W.R., McCollum, P.B., and Kennedy, H., 1987, Water resources data, Wyoming, water year 1986: U.S. Geological Survey Water Data Report WY-86-1, ix, 474 p., https://doi.org/10.3133/wdrWY861.","productDescription":"ix, 474 p.","costCenters":[],"links":[{"id":492609,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/wy-86-1/report.pdf"},{"id":174025,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/wy-86-1/report-thumb.jpg"}],"country":"United 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A.","contributorId":89934,"corporation":false,"usgs":true,"family":"Druse","given":"S.","middleInitial":"A.","affiliations":[],"preferred":false,"id":252709,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Glass, W. R.","contributorId":97535,"corporation":false,"usgs":true,"family":"Glass","given":"W.","middleInitial":"R.","affiliations":[],"preferred":false,"id":252710,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McCollum, P. B.","contributorId":27921,"corporation":false,"usgs":true,"family":"McCollum","given":"P.","middleInitial":"B.","affiliations":[],"preferred":false,"id":252707,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kennedy, H.I.","contributorId":54214,"corporation":false,"usgs":true,"family":"Kennedy","given":"H.I.","email":"","affiliations":[],"preferred":false,"id":252708,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":30540,"text":"wri874083 - 1987 - Ground-water flow and water quality in northeastern Union County, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri874083","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4083","title":"Ground-water flow and water quality in northeastern Union County, Ohio","docAbstract":"A study was done by the U.S. Geological Survey, in cooperation with the Village of Richwood, Ohio, to determine directions of ground-water flow, ground-water-level fluctuations, and water quality in the northeastern part of Union County.\r\n\r\nThe topography of the study area generally is featureless, and the land surfaces slopes gently eastward from 985 to 925 feet above sea level. Glacial deposits up to 48 feet thick cover the carbonate-bedrock aquifer. Three municipal wells and an adjoining abandoned landfill are located in an area previously excavated for clay deposits. An agricultural supply company is adjacent to the well field.\r\n\r\nGround water flows from west to east with local variation to the northeast and southeast because of the influence of Fulton Creek. Richwood Lake occupies an abandoned sand-and-gravel quarry. Water-level fluctuations indicate that the and gravel deposits beneath the lake may be hydraulically connected to the bedrock aquifer.\r\n\r\nWater-quality data collected from 14 wells and Richwood Lake indicate that a hard to very hard calcium bicarbonate type water is characteristic of the study area. Dissolved solids ranged from 200 to 720 mg/L (Milligrams per liter) throughout the study area.\r\n\r\nPotassium ranged from 1.3 to 15 mg/L, with a median concentration of 2.0 mg/L. Concentration of 10 and 15 mg/L at one municipal well were five to eight times greater than the median concentration.\r\n\r\nTotal organic carbon, ammonia, and organic nitrogen were present at every site. Concentrations of ammonia above 1 mg/L as nitrogen were found in water from two municipal wells and one domestic well. Total organic carbon was detected at a municipal well, a landfill well, and a domestic well at concentrations above 5 mg/L.\r\n\r\nGround-water quality is similar throughout the study area except in the vicinity of the municipal well field, where water from one well had elevated concentrations of ammonia, dissolved manganese, dissolved chloride, dissolved, sodium, and total organic carbon.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874083","usgsCitation":"Wilson, K.S., 1987, Ground-water flow and water quality in northeastern Union County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 87-4083, v, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874083.","productDescription":"v, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4083/report-thumb.jpg"},{"id":59315,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4083/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cdc0","contributors":{"authors":[{"text":"Wilson, K. S.","contributorId":41042,"corporation":false,"usgs":true,"family":"Wilson","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":203427,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30434,"text":"wri874004 - 1987 - Effects of runoff controls on the quantity and quality of urban runoff at two locations in Austin, Texas","interactions":[],"lastModifiedDate":"2016-08-10T11:41:39","indexId":"wri874004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4004","title":"Effects of runoff controls on the quantity and quality of urban runoff at two locations in Austin, Texas","docAbstract":"<p>Rapid urban development in the Austin metropolitan area, Texas, is causing concern about increasing peak discharges from storm runoff and the degradation of the quality of water in receiving streams, lakes, and aquifers. In an attempt to decrease peak discharges and improve water quality, runoff controls are being required in some watersheds. This report summarizes the precipitation, streamflow, and water-quality data collected from September 1982 to September 1984 upstream and downstream from runoff controls at two locations, and presents the effects of these runoff controls on streamflow and the quality of runoff water. The two controls are a detention and filtering pond near Barton Creek Square Shopping Center, a large shopping center southwest of downtown Austin, and a grass-swale control in the Al ta Vista Planned Unit Development, a multipie-family housing area.</p>\n<p>At Barton Creek Square Shopping Center, rainfall for the storms analyzed ranged from 0.14 to 2.88 inches. The rainfall rate for the September 7, 1983, storm exceeded the 100-year return period for the 5- and 10-minute duration and was equal to the 50-year return period for the 15-minute duration. Peak discharge at the inflow station to the detention pond was closely related to the maximum rainfall during a 5-minute period and occurred about 10 minutes later. The maximum inflow at this station was 185 cubic feet per second and appeared to be the limit of the storm sewer system. For small- and moderate-sized storms, the runoff is contained in the detention pond and passes through a filter system. Runoff from large storms overflows into the drop outlet. For storms contained in the pond, peak discharges at the outflow station generally were less than 3.1 cubic feet per second. As time passed, the outflow peak discharges tended to decrease as a result of reduced permeability of the filter. Cleaning the filter appeared to increase the peak flows but did not restore them to the previous level. The runoff-rainfall ratio averaged 0.85 at the inflow station and 0.36 at the outflow station. A water budget shows unexplained losses to average 20 percent.</p>\n<p>At the Barton Creek Square Shopping Center, discharge-weighted densities of fecal-col iform and fecal-streptococci bacteria and discharge-weighted concentrations of biochemical oxygen demand, chemical oxygen demand, total organic carbon, suspended solids, total ammonia plus organic nitrogen, and total phosphorus generally were larger in the inflow than in the outflow. Discharge-weighted concentrations of dissolved lead, dissolved iron, and dissolved zinc generally were small in both the inflow and outflow; however, the larger discharge-weighted concentrations of these constituents generally were found in the inflow. Discharge-weighted concentrations of volatile dissolved solids were smaller in the inflow than in the outflow for 10 of the 22 storms analyzed. Discharge-weighted concentrations of total nitrite plus nitrate nitrogen and dissolved solids generally were much smaller in the inflow than in the outflow. It is likely that organic and ammonia nitrogen trapped in the pond from previous storms and in the inflow water as it flows through the pond is being oxidized to nitrite and nitrate nitrogen. Similarly, dissolved solids retained in the filter or on the bed of the pond from previous storms are being leached to the outflow.</p>\n<p>Measured peak concentrations or densities of most constituents in the inflow were significantly larger than those in the outflow for most constituents. An exception was noted for concentrations of total nitrite plus nitrate which were larger in the outflow than the inflow as indicated by discrete sample analysis for six storms.</p>\n<p>Loads of most constituents and total numbers of bacteria were significantly larger in the inflow than in the outflow. The total numbers of bacteria were reduced by approximately 80 percent. Average removal efficiencies for suspended solids, biochemical oxygen demand, total phosphorus, total organic carbon, chemical oxygen demand, and dissolved zinc ranged between 60 and 80 percent. The average loads of dissolved solids were approximately 13 percent larger in the outflow than the inflow. Average loads of total nitrite plus nitrate nitrogen were approximately 110 percent larger in the outflow than in the inflow. The increase in loads of these constituents is due to material being leached from the bed of the pond or from the filter system.</p>\n<p>At Al ta Vista, rainfall for the storms analyzed ranged from 0.25 to 2.00 inches. The maximum rainfall intensity was 0.30 inch for a 5-minute interval. The runoff-rainfall ratio averaged 0.42 and appeared to be evenly distributed about the mean ratio line. The peak discharge at the inflow station to the grass-covered swale area was 0.93 cubic foot per second. Inaccuracies of discharge at the outflow station and variations in the ungaged drainage area with the size of the storm prevented a hydrologic analysis of the basin above this station.</p>\n<p>Discharge-weighted concentrations of total phosphorus were larger in the outflow than in the inflow for each of the 19 storms analyzed. Discharge-weighted concentrations of dissolved solids, volatile dissolved solids, biochemical oxygen demand, chemical oxygen demand, and total organic carbon were larger in the outflow than in the inflow for at least 12 of the 19 storms analyzed. Discharge-weighted densities of fecal streptococci were decreased between the inflow and outflow, with discharge-weighted densities of fecal streptococci being less in the outflow for 15 of the 19 storms analyzed. Because of the relatively small variations in concentrations and densities of constituents between the inflow and outflow sites, and because of the errors in discharge at the outflow gage, it is not feasible to determine the effect of the grass-covered swales on discharge-weighted concentrations and densities of water-quality constituents.</p>\n<p>Discrete concentrations or densities of most constituents were not decreased. Peak concentrations of dissolved solids in the outflow exceeded peak concentrations in the inflow for all five of the storms analyzed with discrete&nbsp;samples. Peak concentrations of suspended solids, total ammonia plus organic nitrogen, total nitrite plus nitrate nitrogen, total nitrogen, and dissolved iron were larger in the outflow than in the inflow for four of the five storms analyzed. Load-removal efficiencies of water-quality constituents could not be determined because of inaccuracies in measuring discharge at the outflow site,</p>\n<p>&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri874004","usgsCitation":"Welborn, C.T., and Veenhuis, J.E., 1987, Effects of runoff controls on the quantity and quality of urban runoff at two locations in Austin, Texas: U.S. Geological Survey Water-Resources Investigations Report 87-4004, ix, 101 p., https://doi.org/10.3133/wri874004.","productDescription":"ix, 101 p.","numberOfPages":"111","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":126680,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4004/report-thumb.jpg"},{"id":59212,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.8607177734375,\n              30.205080822715594\n            ],\n            [\n              -97.8607177734375,\n              30.42144037217422\n            ],\n            [\n              -97.63961791992188,\n              30.42144037217422\n            ],\n            [\n              -97.63961791992188,\n              30.205080822715594\n            ],\n            [\n              -97.8607177734375,\n              30.205080822715594\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611275","contributors":{"authors":[{"text":"Welborn, Clarence T.","contributorId":53652,"corporation":false,"usgs":true,"family":"Welborn","given":"Clarence","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":203244,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Veenhuis, Jack E.","contributorId":66745,"corporation":false,"usgs":true,"family":"Veenhuis","given":"Jack","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203243,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28363,"text":"wri864124 - 1987 - User's manual for estimation of dissolved-solids concentrations and loads in surface water","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri864124","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4124","title":"User's manual for estimation of dissolved-solids concentrations and loads in surface water","docAbstract":"Dissolved solids in surface water are an important indicator of overall water quality. Ordinarily, dissolved-solids concentrations and loads are estimated by indirect methods that are based on periodic chemical analyses. Three computer programs , FLAGIT, DVCOND, and SLOAD, were developed to provide a consistent and accurate method of estimating dissolved-solids concentrations and loads. FLAGIT retrieves daily values of specific conductance and discharge and periodic water quality analyses from the U.S. Geologic Survey 's National Water Data Storage and Retrieval System data base, deletes incomplete data, and flags possible data errors. DVCOND fills in missing daily values of specific conductance, when appropriate, by linear interpolation. Using water quality data, SLOAD computes 3 yr moving regressions of dissolved-solids loads as a function of specific conductance and discharge. SLOAD then applies the regression coefficients to the daily values data to estimate daily dissolved-solids loads that are summed by month and by year. Separate regressions are used to estimate the mass fractions of six major ions. The theoretical basis and underlying assumptions of the procedures are presented, with documentation of the programs and their use. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864124","usgsCitation":"Liebermann, T., Middelburg, R., and Irvine, S., 1987, User's manual for estimation of dissolved-solids concentrations and loads in surface water: U.S. Geological Survey Water-Resources Investigations Report 86-4124, iv, 51 p. :ill. ;28 cm., https://doi.org/10.3133/wri864124.","productDescription":"iv, 51 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158354,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4124/report-thumb.jpg"},{"id":57170,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4124/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49c3e4b07f02db5d4642","contributors":{"authors":[{"text":"Liebermann, T.D.","contributorId":23569,"corporation":false,"usgs":true,"family":"Liebermann","given":"T.D.","email":"","affiliations":[],"preferred":false,"id":199669,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Middelburg, R.F.","contributorId":102489,"corporation":false,"usgs":true,"family":"Middelburg","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":199671,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Irvine, S.A.","contributorId":56266,"corporation":false,"usgs":true,"family":"Irvine","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":199670,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30563,"text":"wri874010 - 1987 - Relation between ground water and surface water in the Hillsborough River basin, west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri874010","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4010","title":"Relation between ground water and surface water in the Hillsborough River basin, west-central Florida","docAbstract":"The relation between groundwater and surface water in the Hillsborough River basin was defined through the use of: seismic-reflection profiling along selected reaches of the Hillsborough River, and evaluation of streamflow, rainfall, groundwater levels, water quality, and geologic data. Major municipal well fields in the basin are Morris Bridge and Cypress Creek where an averages of 15.3 and 30.0 million gal/day (mgd), respectively, were pumped in 1980. Mean annual rainfall for the study area is 53.7 inches. Average rainfall for 1980, determined from eight rainfall stations, was 49.7 inches. Evapotranspiration, corrected for the 5% of the basin that is standing water, was 35.7 in/year. The principal geohydrologic units in the basin are the surficial aquifer, the intermediate aquifer and confining beds, the Upper Floridan aquifer, the middle confining unit, and the Lower Floridan aquifer. Total pumpage of groundwater in 1980 was 98.18 mgd. The surficial aquifer and the intermediate aquifer are not used for major groundwater supply in the basin. Continuous marine seismic-reflection data collected along selected reaches of the Hillsborough River were interpreted to define the riverbed profile, the thickness of surficial deposits, and the top of persistent limestone. Major areas of groundwater discharge near the Hillsborough River and its tributaries are the wetlands adjacent to the river between the Zephyrhills gaging stations and Fletcher Avenue and the wetlands adjacent to Cypress Creek. An estimated 20 mgd seeps upward from the Upper Floridan aquifer within those wetland areas. The runoff/sq mi is greater at the Zephyrhills station than at Morris Bridge. However, results of groundwater flow models and potentiometric-surface maps indicate that groundwater is flowing upward along the Hillsborough River between the Zephyrhills gage and the Morris Bridge gage. This upward leakage is lost to evapotranspiration. An aquifer test conducted in 1978 at the Morris Bridge well field was evaluated by using an anisotropic method. Analytical results matched observed water levels within 0.1 ft. Analysis of aquifer test results indicates that withdrawals of up to 28 mgd would have a negligible effect on the river stage or flow. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874010","usgsCitation":"Wolansky, R., and Thompson, T.H., 1987, Relation between ground water and surface water in the Hillsborough River basin, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4010, vi, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874010.","productDescription":"vi, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160079,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4010/report-thumb.jpg"},{"id":59328,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d06","contributors":{"authors":[{"text":"Wolansky, R. M.","contributorId":89163,"corporation":false,"usgs":true,"family":"Wolansky","given":"R. M.","affiliations":[],"preferred":false,"id":203461,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thompson, T. H.","contributorId":23927,"corporation":false,"usgs":true,"family":"Thompson","given":"T.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":203460,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26563,"text":"wri864338 - 1987 - Nonpoint-source agricultural chemicals in ground water in Nebraska; preliminary results for six areas of the High Plains Aquifer","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri864338","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4338","title":"Nonpoint-source agricultural chemicals in ground water in Nebraska; preliminary results for six areas of the High Plains Aquifer","docAbstract":"The reconnaissance phase of a study to determine the occurrence of agricultural chemicals from nonpoint sources in groundwater in six areas, which represented the major provinces of the High Plains aquifer in Nebraska is described. In 1984, water from 82 wells in the 6 study areas was analyzed for nitrate, and water from 57 of the 82 wells was analyzed for triazine herbicides. Data for 9 of the 21 independent variables suspected of affecting concentrations of nitrate and triazine herbicides in groundwater were compiled from the 82 well sites. The variables and their ranges are: hydraulic gradient (XI), 0.006-0.0053; hydraulic conductivity (X2), 5-149 ft/day; specific discharge (X3), 0.0128-0.2998 ft/day; depth to water (X4), 3-239 ft; well depth (X5), 40-550 ft; annual precipitation (X6), 12.0-39.3 inches; soil permeability (X7), 0.76-9.0 inches; irrigation well density (X8), 0-8 irrigation wells/ sq mi; and annual nitrogen fertilizer use (X9), 0-260 lbs of nitrogen/acre. Nitrate concentrations ranged from &lt; 0.1 to 45 mg/L as nitrogen. Triazine herbicide concentrations were detected in samples from five of the six study areas in concentrations ranging from &lt; 0.1 to 2.3 mg/L. Statistical tests indicated that there were significant differences in nitrate concentrations among the six study areas, while no significant differences in triazine herbicide concentrations were found. Concentrations of nitrate and triazine herbicide were significantly larger in more intensively irrigated areas. Preliminary correlations with the independent variables and nitrate concentrations indicated significant relations at the 95% confidence level with variables X2, X5, and X8. Correlations with triazine herbicide concentrations indicated significant relations with variables X2 , X3, X5, X6, and X8, and with nitrate concentrations (X10). By using a simple multiple regression technique, variables X5, X8, and X9 explained about 51% of the variation in nitrate concentrations. Variables X3 and X5 explained about 60% of the variation in triazine herbicide concentrations. Adding nitrate concentration as an independent variable, two variables, X10 and X3, explained 84% of the total variation in triazine herbicide concentrations. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864338","usgsCitation":"Chen, H., and Druliner, A., 1987, Nonpoint-source agricultural chemicals in ground water in Nebraska; preliminary results for six areas of the High Plains Aquifer: U.S. Geological Survey Water-Resources Investigations Report 86-4338, vi, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864338.","productDescription":"vi, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4338/report-thumb.jpg"},{"id":55428,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4338/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696fdf","contributors":{"authors":[{"text":"Chen, Hsiu-Hsiung","contributorId":6099,"corporation":false,"usgs":true,"family":"Chen","given":"Hsiu-Hsiung","email":"","affiliations":[],"preferred":false,"id":196624,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Druliner, A.D.","contributorId":8842,"corporation":false,"usgs":true,"family":"Druliner","given":"A.D.","email":"","affiliations":[],"preferred":false,"id":196625,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27463,"text":"wri854108 - 1987 - Ground-penetrating radar study of the thickness and extent of sediments beneath Silver Lake, Berlin and Meriden, Connecticut","interactions":[],"lastModifiedDate":"2019-10-15T07:51:35","indexId":"wri854108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4108","title":"Ground-penetrating radar study of the thickness and extent of sediments beneath Silver Lake, Berlin and Meriden, Connecticut","docAbstract":"A short-pulse ground-penetrating radar system was used to determine the extent and thickness of organic-rich lake-bottom sediments in Silver Lake in south-central Connecticut. Four mi of ground-penetrating radar profiles were obtained along traverses of the frozen lake during March 1984. The radar waves penetrated 6 inches of snow, 1 ft of ice, an average of 4 to 5 ft of water, and 5 ft of soft organic and inorganic deposits. A large area of the lake bottom is underlain by soft sediment exceeding 5 ft in depth. No radar reflections were obtained from the hard subbottom in these areas because the overlying sediment probably contains large proportions of silt and clay that are relatively impervious to radar. Coring along two radar profile lines confirmed the depths of soft sediment calculated from the radar data. Boring logs around the perimeter of the lake indicate that the eastern side may be underlain by till or poorly-sorted sand and gravel, and that the rest of the lake is probably underlain by fine sands and silts with some discontinuous layers of sand and gravel. 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F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":198162,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McKeegan, D. K.","contributorId":50563,"corporation":false,"usgs":true,"family":"McKeegan","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":198161,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Capron, D.R.","contributorId":41038,"corporation":false,"usgs":true,"family":"Capron","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":198160,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27394,"text":"wri874125 - 1987 - An assessment of the variability in performance of wet atmospheric deposition samplers","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4125","title":"An assessment of the variability in performance of wet atmospheric deposition samplers","docAbstract":"The variability in performance of two brands of wet/dry atmospheric deposition samplers were compared for 1 year at a sincle site. A total of nine samplers were used. Samples were collected weekly and analyzed for pH, specific conductance, common chemical constituents, and sample volume. Additionally, data on the duration of each sampler opening were recorded using a microdatalogger. These data disprove the common perception that samplers remain open throughout a precipitation event. The sensitivity of sampler sensors within the range tested did not have a defineable impact on sample collection. The nonnormal distribution within the data set necessitated application of the nonparametric Friedman Test to assess comparability of sample chemical composition and volume between and within sampler brands. Statistically significant differences existed for most comparisons, however the test did not permit quantification of their magnitudes. Differences in analyte concentrations between samplers were small. (USGS)","language":"ENGLISH","publisher":"The Academy,","doi":"10.3133/wri874125","usgsCitation":"Graham, R., Robertson, J., and Obal, J., 1987, An assessment of the variability in performance of wet atmospheric deposition samplers: U.S. Geological Survey Water-Resources Investigations Report 87-4125, vi, 152 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874125.","productDescription":"vi, 152 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123325,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4125/report-thumb.jpg"},{"id":56256,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684c83","contributors":{"authors":[{"text":"Graham, R.C.","contributorId":33740,"corporation":false,"usgs":true,"family":"Graham","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":198039,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robertson, J.K.","contributorId":43737,"corporation":false,"usgs":true,"family":"Robertson","given":"J.K.","email":"","affiliations":[],"preferred":false,"id":198040,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Obal, John","contributorId":97534,"corporation":false,"usgs":true,"family":"Obal","given":"John","email":"","affiliations":[],"preferred":false,"id":198041,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28526,"text":"wri874032 - 1987 - Comparison of irrigation pumpage and change in water storage of the High Plains Aquifer in Castro and Parmer counties, Texas, 1975-83","interactions":[],"lastModifiedDate":"2016-08-10T11:46:22","indexId":"wri874032","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4032","title":"Comparison of irrigation pumpage and change in water storage of the High Plains Aquifer in Castro and Parmer counties, Texas, 1975-83","docAbstract":"<p>An understanding of the relationship between irrigation pumpage and change in ground-water storage was needed to quantify the amount of water returning to the High Plains aquifer as a result of intensive irrigation in Castro and Parmer Counties, Texas. Irrigation pumpage for the 9-year period, 1975-83, was estimated by using the Blaney-Criddle consumptive-use formula adjusted by a factor to account for irrigation demand and field-measured crop applications. Total estimated pumpage for the 9-year period was 11,269,000 acre-feet and 8,914,000 acre-feet. The estimated pumpage was based upon reported crop acreage data and LANDSAT acreage data, respectively.</p>\n<p>Aquifer storage for the same period was estimated as the product of specific yield, net water-level change, and area. Change in storage was 5,168,000 acre-feet. Many of the areas of the largest change in storage also were the areas of the largest saturated thickness. The only locations that did not experience substantial water-level declines were the northwest and northeast parts of the study area.</p>\n<p>A comparison was made of water returning to the aquifer by calculating the difference between irrigation pumpage and the change in aquifer storage. Two estimates of this comparison, expressed as a percentage of irrigation pumpage, were obtained on the basis of two different sources of acreage data. This comparison was 54 percent of pumpage based on reported crop acreage data and 42 percent of pumpage based on LANDSAT interpreted acreage data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri874032","usgsCitation":"Mackey, G.W., 1987, Comparison of irrigation pumpage and change in water storage of the High Plains Aquifer in Castro and Parmer counties, Texas, 1975-83: U.S. Geological Survey Water-Resources Investigations Report 87-4032, v, 48 p., https://doi.org/10.3133/wri874032.","productDescription":"v, 48 p.","numberOfPages":"53","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"1975-01-01","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":122762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4032/report-thumb.jpg"},{"id":57324,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4032/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","county":"Castro County, Parmer County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -103.0352783203125,\n              34.203852139669834\n            ],\n            [\n              -103.0352783203125,\n              34.75289647745205\n            ],\n            [\n              -101.73751831054686,\n              34.75289647745205\n            ],\n            [\n              -101.73751831054686,\n              34.203852139669834\n            ],\n            [\n              -103.0352783203125,\n              34.203852139669834\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aeaa0","contributors":{"authors":[{"text":"Mackey, Gary W.","contributorId":173582,"corporation":false,"usgs":false,"family":"Mackey","given":"Gary","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199963,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26294,"text":"wri864312 - 1987 - Quantity and quality of urban runoff from the Chester Creek basin Anchorage, Alaska","interactions":[],"lastModifiedDate":"2021-11-23T22:38:42.09416","indexId":"wri864312","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4312","title":"Quantity and quality of urban runoff from the Chester Creek basin Anchorage, Alaska","docAbstract":"Urbanization has affected both the flow characteristics and water quality of streams in the Chester Creek basin, of Anchorage, Alaska. Peak flows are higher in the urban rather than rural parts of the basin, and the percent of effective impervious area has a significant effect on storm runoff volumes and peaks. Water quality in the Chester Creek basin varies according to season and flow conditions. During low or base-flow conditions, concentrations of most water quality constituents measured are within State of Alaska drinking water standards, except for fecal coliform bacteria. During periods of high flow due to snowmelt or rainfall, concentrations of trace metal lead usually exceed recommended maximum levels. The primary sources of trace metal lead and suspended sediments are commercial areas , while the primary source of nutrients and fecal coliform bacteria is residential areas. Streamflow and water quality data collected at five sites representing different land-use categories were used to calibrate and verify three U.S. Geological Survey computer-based models: the Distributed Routing Rainfall-Runoff Model-Version II (DR3M-II), the Multi-Event Urban Runoff Quality Model (DR3M-QUAL), and the Precipitation Runoff Modeling Systems (PRMS). The PRMS can be used to simulate the effects of increased urbanization on daily flows. The DR3M-II can be used to simulate storm effects on small basins of &lt; 40 acres. The DR3M-QUAL can be used to estimate seasonal loads of suspended sediment from basins of &lt; 40 acres. (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864312","usgsCitation":"Brabets, T.P., 1987, Quantity and quality of urban runoff from the Chester Creek basin Anchorage, Alaska: U.S. Geological Survey Water-Resources Investigations Report 86-4312, vi, 58 p., https://doi.org/10.3133/wri864312.","productDescription":"vi, 58 p.","costCenters":[],"links":[{"id":55100,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4312/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157404,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4312/report-thumb.jpg"},{"id":392080,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36632.htm"}],"country":"United States","state":"Alaska","city":"Anchorage","otherGeospatial":"Chester Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -149.917,\n              61.167\n            ],\n            [\n              -149.667,\n              61.167\n            ],\n            [\n              -149.667,\n              61.233\n            ],\n            [\n              -149.917,\n              61.233\n            ],\n            [\n              -149.917,\n              61.167\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4b98","contributors":{"authors":[{"text":"Brabets, T. P.","contributorId":103289,"corporation":false,"usgs":true,"family":"Brabets","given":"T.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":196130,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30431,"text":"wri874151 - 1987 - Investigation of techniques to estimate rainfall-loss parameters for Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri874151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4151","title":"Investigation of techniques to estimate rainfall-loss parameters for Illinois","docAbstract":"An attempt was made by the U.S. Geological Survey to develop parameter-estimation techniques for two rainfall-loss computation methods used in the U.S. Army Corps of Engineers ' flood-hydrograph model (HEC-1). Six rainfall-loss parameters were investigated - four for the Exponential Loss-Rate method and two for the Initial and Uniform Loss-Rate method. Multiple-regression analyses using data from 616 storms at 98 gaged basins were used to attempt to develop parameter-estimation techniques for ungaged basins in Illinois. Techniques were evaluated using 102 storms at 36 uncalibrated gage basins. Estimated unit-hydrograph and rainfall-loss parameters were used to compute discharge hydrograph characteristics, which were compared with characteristics of observed discharge hydrographs. Seventy and 50% of the simulations using the Exponential Loss-Rate and the Initial and Uniform Loss-Rate methods, respectively, produced valid hydrographs. Model-sensitivity analyses to one standard error of estimate indicate that the storm-dependent rainfall-loss parameters are most significant in reproducing the sum of incremental flows and peak discharge. Time of concentrations and storage coefficient are significant in reproducing time to peak discharge and peak discharge, respectively. The small percentage of variation explained by the estimation techniques and the evaluation results using 102 storms indicates that a large degree of uncertainty exists in the computed hydrographs. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874151","usgsCitation":"Weiss, L., and Ishii, A.L., 1987, Investigation of techniques to estimate rainfall-loss parameters for Illinois: U.S. Geological Survey Water-Resources Investigations Report 87-4151, v, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874151.","productDescription":"v, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123339,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4151/report-thumb.jpg"},{"id":59210,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4151/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4779e4b07f02db47f3ec","contributors":{"authors":[{"text":"Weiss, L.S.","contributorId":42261,"corporation":false,"usgs":true,"family":"Weiss","given":"L.S.","affiliations":[],"preferred":false,"id":203237,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ishii, A. L.","contributorId":61464,"corporation":false,"usgs":true,"family":"Ishii","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":203238,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26448,"text":"wri874026 - 1987 - Sediment discharge in Rock Creek and the effect of sedimentation rate on the proposed Rock Creek Reservoir, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri874026","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4026","title":"Sediment discharge in Rock Creek and the effect of sedimentation rate on the proposed Rock Creek Reservoir, northwestern Colorado","docAbstract":"Sediment data collected from 1976 to 1985 and stream discharge data collected from 1952 to 1980 at gaging station 09060500, Rock Creek near Toponas, Colorado, were used to determine total sediment discharge into the proposed Rock Creek Reservoir. Suspended sediment discharge and bedload discharge were related to stream discharge by using logarithmic regression relations. Mean annual suspended sediment discharge was estimated to be 309 tons/yr, and mean annual bedload discharge was estimated to be 428 tons/yr in Rock Creek at the Toponas gaging station for the 1953 through 1980 water years. The mean annual total sediment discharge into the proposed reservoir was estimated to be 768 tons/yr, which includes 10% addition to the suspended sediment discharge calculated for the Toponas gaging station to account for suspended sediment discharge from Horse Creek. This rate of mean annual total sediment discharge would decrease the long-term water storage capacity of the proposed reservoir by &lt; 1% after 100 years. Suspended sediment discharge/unit-drainage-basin area at gaging station 09060550, Rock Creek at Crater, located about 5 mi downstream for the proposed reservoir site, was equivalent to suspended-sediment discharge/unit-drainage-basin area at the Toponas gaging station during 1985. Long-term sediment data collection at the Crater gaging station could be used for detecting changes in suspended sediment discharge in Rock Creek at the proposed reservoir site. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874026","usgsCitation":"Butler, D.L., 1987, Sediment discharge in Rock Creek and the effect of sedimentation rate on the proposed Rock Creek Reservoir, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4026, iv, 23 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874026.","productDescription":"iv, 23 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":157897,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4026/report-thumb.jpg"},{"id":55271,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4026/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc037","contributors":{"authors":[{"text":"Butler, D. L.","contributorId":36967,"corporation":false,"usgs":true,"family":"Butler","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196408,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}