This is one of a series of maps that describe the geology and related natural resources in the Kaiparowits coal-basin area. Streamflow records used to compile this map and the accompanying table were collected by the U.S. Geological Survey in cooperation with the Utah State Engineer and the Utah Department of Transportation. The principal runoff-producing areas were delineated from a work map (scale 1:250,000) compiled to estimate water yields in Utah (Bagley and others, 1964). Information about Lake Powell was furnished by the U.S. Bureau of Reclamation.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1033E","usgsCitation":"Price, D., 1978, Map showing principal drainage basins, principal runoff-producing areas, and selected stream flow data in the Kaiparowits coal-basin area, Utah: U.S. Geological Survey IMAP 1033, 1 Map: 40.00 x 40.43 inches; Cover: 9.17 x 11.68 inches, https://doi.org/10.3133/i1033E.","productDescription":"1 Map: 40.00 x 40.43 inches; Cover: 9.17 x 11.68 inches","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":493366,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_8901.htm","linkFileType":{"id":5,"text":"html"}},{"id":256131,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1033e/plate-1.pdf","text":"Map I-1033-E","linkFileType":{"id":1,"text":"pdf"}},{"id":256132,"rank":2,"type":{"id":8,"text":"Cover"},"url":"https://pubs.usgs.gov/imap/1033e/report.pdf","text":"Folio Cover","linkFileType":{"id":1,"text":"pdf"}},{"id":256133,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1033e/report-thumb.jpg"}],"scale":"25000","country":"United States","state":"Utah","otherGeospatial":"Kaiparowits Plateau, Kaiparowits coal-basin area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112,37 ], [ -112,38 ], [ -111,38 ], [ -111,37 ], [ -112,37 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a3455","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":275198,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68512,"text":"ha592 - 1978 - Backwater at bridges and densely wooded flood plains, Bogue Chitto near Summit, Mississippi","interactions":[],"lastModifiedDate":"2016-08-23T09:11:34","indexId":"ha592","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"592","title":"Backwater at bridges and densely wooded flood plains, Bogue Chitto near Summit, Mississippi","docAbstract":"New techniques for predicting water-surface profiles, needed in the design of economical, structurally sound, and environmentally compatible stream crossings, are under investigation. The investigation has accelerated with the advent of digital computers capable of analyzing large quatities of data. Among the techniques is the development of two-dimensional (2-D) digital models. Field data are essential for development and evaluation of these techniques for predicting water-surface profiles. This atlas is one of a series that provide a wide range of field data.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha592","usgsCitation":"Colson, B., Ming, C.O., and Arcement, G.J., 1978, Backwater at bridges and densely wooded flood plains, Bogue Chitto near Summit, Mississippi: U.S. Geological Survey Hydrologic Atlas 592, 3 Plates: 43.80 x 43.67 inches or smaller, https://doi.org/10.3133/ha592.","productDescription":"3 Plates: 43.80 x 43.67 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":185471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ha592.PNG"},{"id":327455,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/592/plate-1.pdf"},{"id":327456,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/592/plate-2.pdf"},{"id":327457,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/592/plate-3.pdf"}],"scale":"800000","country":"United States","state":"Mississippi","city":"Summit","otherGeospatial":"Bogue Chitto","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -90.35963058471678,\n 31.283538899497486\n ],\n [\n -90.37353515625,\n 31.272755598200142\n ],\n [\n -90.42340278625487,\n 31.311261726268274\n ],\n [\n -90.40846824645996,\n 31.323067120154334\n ],\n [\n -90.35963058471678,\n 31.283538899497486\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ad83","contributors":{"authors":[{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":278367,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ming, C. O.","contributorId":9266,"corporation":false,"usgs":true,"family":"Ming","given":"C.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":278366,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Arcement, George J. garcemen@usgs.gov","contributorId":3101,"corporation":false,"usgs":true,"family":"Arcement","given":"George","email":"garcemen@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":278365,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68720,"text":"oc79 - 1978 - Summary chart of geological data from the COST no. B-2 well, U.S. mid-Atlantic outer continental shelf","interactions":[],"lastModifiedDate":"2012-02-10T00:11:28","indexId":"oc79","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":328,"text":"Oil and Gas Investigation Chart","code":"OC","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79","title":"Summary chart of geological data from the COST no. B-2 well, U.S. mid-Atlantic outer continental shelf","language":"ENGLISH","doi":"10.3133/oc79","isbn":"0607823828","usgsCitation":"Scholle, P.A., Krivoy, H.L., and Hennessy, J.L., 1978, Summary chart of geological data from the COST no. B-2 well, U.S. mid-Atlantic outer continental shelf: U.S. Geological Survey Oil and Gas Investigation Chart 79, map ;71 x 147 cm. fold. in envelope 31 x 25 cm., https://doi.org/10.3133/oc79.","productDescription":"map ;71 x 147 cm. fold. in envelope 31 x 25 cm.","costCenters":[],"links":[{"id":110302,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_51763.htm","linkFileType":{"id":5,"text":"html"},"description":"51763"},{"id":185969,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"0","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.83416666666666,39.31722222222223 ], [ -72.83416666666666,39.45111111111111 ], [ -72.68388888888889,39.45111111111111 ], [ -72.68388888888889,39.31722222222223 ], [ -72.83416666666666,39.31722222222223 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699601","contributors":{"authors":[{"text":"Scholle, Peter A.","contributorId":48954,"corporation":false,"usgs":true,"family":"Scholle","given":"Peter","email":"","middleInitial":"A.","affiliations":[{"id":218,"text":"Denver Federal Center","active":false,"usgs":true}],"preferred":false,"id":278819,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krivoy, Harold Lloyd","contributorId":53020,"corporation":false,"usgs":true,"family":"Krivoy","given":"Harold","email":"","middleInitial":"Lloyd","affiliations":[],"preferred":false,"id":278820,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hennessy, Jacqueline L.","contributorId":24334,"corporation":false,"usgs":true,"family":"Hennessy","given":"Jacqueline","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":278818,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":55168,"text":"wdrHI772 - 1978 - Water resources data for Hawaii and other Pacific areas, water year 1977: Volume 2. Trust Territory of the Pacific Islands, Guam, American Samoa, and Northern Mariana Islands","interactions":[],"lastModifiedDate":"2025-12-04T14:39:16.415495","indexId":"wdrHI772","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"HI-77-2","title":"Water resources data for Hawaii and other Pacific areas, water year 1977: Volume 2. Trust Territory of the Pacific Islands, Guam, American Samoa, and Northern Mariana Islands","docAbstract":"Volume 2 of water resources data for the 1977 water year for other Pacific areas consist of records of stage, discharge, and water temperature; stage of a reservoir; and water levels in wells and springs. This report contains discharge records for 42 gaging stations; stage only record for 1 gaging station; water temperature for 26 gaging stations; and water levels for 13 observation wells. Also included are 56 low-flow partial-record stations. 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 Governments and Federal agencies in other Pacific areas.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI772","collaboration":"Prepared in cooperation with the Trust Territory of the Pacific Islands, the Governments of Guam, American Samoa, and Northern Mariana Islands, and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1978, Water resources data for Hawaii and other Pacific areas, water year 1977: Volume 2. 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f71f5","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532271,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28289,"text":"wri7847 - 1978 - Progress report on hydrologic investigations of small drainage areas in New Hampshire: preliminary relations for estimating peak discharges on rural, unregulated streams","interactions":[],"lastModifiedDate":"2019-07-23T15:31:39","indexId":"wri7847","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-47","title":"Progress report on hydrologic investigations of small drainage areas in New Hampshire: preliminary relations for estimating peak discharges on rural, unregulated streams","docAbstract":"The magnitude and frequency of floods on rural, unregulated streams in New Hampshire with drainage areas between 0.27 and 622 square miles may be estimated from drainage area, main-channel slope, and a precipitation intensity index. Based on multiple-regression analyses of data from 59 gaged sites in New Hampshire and adjacent areas of bordering states, peak discharges for recurrence intervals of 2, 5, 10, 25, 50, and 100 years can be estimated equations. The estimating relations can be applied to streams where flows are not significantly affected by regulation, diversion, or urbanization; where usable manmade storage does not exceed 4.5 million cubic feet per square mile; or where the basin characteristics are within a specified range. The average standard error of the estimate ranged from 35 percent for the 2-year flood to 58 percent for the 100-year flood. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7847","usgsCitation":"LeBlanc, D.R., 1978, Progress report on hydrologic investigations of small drainage areas in New Hampshire: preliminary relations for estimating peak discharges on rural, unregulated streams: U.S. Geological Survey Water-Resources Investigations Report 78-47, iv, 9 p. , https://doi.org/10.3133/wri7847.","productDescription":"iv, 9 p. ","costCenters":[],"links":[{"id":158921,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0047/report-thumb.jpg"},{"id":365896,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Hampshire","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -72.322998046875,\n 42.67435857693381\n ],\n [\n -70.7080078125,\n 42.67435857693381\n ],\n [\n -70.7080078125,\n 45.205263456162385\n ],\n [\n -72.322998046875,\n 45.205263456162385\n ],\n [\n -72.322998046875,\n 42.67435857693381\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688522","contributors":{"authors":[{"text":"LeBlanc, Denis R. 0000-0002-4646-2628 dleblanc@usgs.gov","orcid":"https://orcid.org/0000-0002-4646-2628","contributorId":1696,"corporation":false,"usgs":true,"family":"LeBlanc","given":"Denis","email":"dleblanc@usgs.gov","middleInitial":"R.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":199534,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30073,"text":"wri77101 - 1978 - Water resources of the Waccasassa River Basin and adjacent areas, Florida","interactions":[],"lastModifiedDate":"2019-08-05T10:57:07","indexId":"wri77101","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-101","title":"Water resources of the Waccasassa River Basin and adjacent areas, Florida","docAbstract":"This map report was prepared in cooperation with the Southwest Florida Water Management District which, with the Waccasassa River Basin Board, had jurisdiction over waters within the Waccasassa River basin, the coastal areas adjacent to the basin, and other adjacent areas outside the basin. New water management district boundaries, effective January 1977, place most of the Waccasassa River basin in the Suwannee River Water Management District. The purpose of the report is to provide water information for consideration in land-use and water development which is accelerating, especially in the northeastern part of the study area. It is based largely on existing data in the relatively undeveloped area. Of the total area included in the topographic drainage basin for the Waccasassa River about 72 percent is in Levy County, 18 percent in Alachua County, 9 percent in Gilchrist County, and 1 percent in Marion County. The elongated north-south drainage basin is approximately 50 mi in length, averages 13 mi in width, and lies between the Suwannee River, the St. Johns River, and the Withlacoochee River basins. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77101","usgsCitation":"Taylor, G., and Snell, L., 1978, Water resources of the Waccasassa River Basin and adjacent areas, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-101, 1 Plate: 37.89 x 27.93 inches, https://doi.org/10.3133/wri77101.","productDescription":"1 Plate: 37.89 x 27.93 inches","costCenters":[],"links":[{"id":160143,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0101/report-thumb.jpg"},{"id":366218,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0101/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Waccasassa River Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f02d7","contributors":{"authors":[{"text":"Taylor, G.F.","contributorId":6486,"corporation":false,"usgs":true,"family":"Taylor","given":"G.F.","email":"","affiliations":[],"preferred":false,"id":202626,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Snell, L.J.","contributorId":25555,"corporation":false,"usgs":true,"family":"Snell","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":202627,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30193,"text":"wri77131 - 1978 - Geohydrologic data from the Jemez Mountains and vicinity, north-central New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri77131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-131","title":"Geohydrologic data from the Jemez Mountains and vicinity, north-central New Mexico","docAbstract":"The Jemez Mountains volcanic region, on the west margin of the Rio Grande rift in north-central New Mexico, is the site of studies for power development from geothermal heat. This report summarizes geohydrologic data to provide background information relative to the geothermal exploration and to investigate the usefulness of hydrology in assessment of the geothermal resource. Eleven tables present chemical, temperature, discharge , and other data for springs, wells, and streams. Accompanying figures show locations of the data points and present temperature profiles and geophysical logs for selected wells. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri77131","usgsCitation":"Trainer, F.W., 1978, Geohydrologic data from the Jemez Mountains and vicinity, north-central New Mexico: U.S. Geological Survey Water-Resources Investigations Report 77-131, vi, 147 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri77131.","productDescription":"vi, 147 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":113032,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0131/report.pdf","size":"9465","linkFileType":{"id":1,"text":"pdf"}},{"id":160503,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0131/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ee4","contributors":{"authors":[{"text":"Trainer, Frank W.","contributorId":103655,"corporation":false,"usgs":true,"family":"Trainer","given":"Frank","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202838,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29963,"text":"wri784 - 1978 - Hydrogeologic factors affecting the availability and quality of ground water in the Temple Terrace area, Hillsborough County, Florida","interactions":[],"lastModifiedDate":"2019-07-15T10:12:32","indexId":"wri784","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-4","title":"Hydrogeologic factors affecting the availability and quality of ground water in the Temple Terrace area, Hillsborough County, Florida","docAbstract":"Ground water occurs in two aquifers in the Temple Terrace area of Hillsborough County, Fla. The lower one is the artesian Floridan aquifer; the upper is the water-table aquifer. The Floridan aquifer is a thick sequence of limestone and dolomite layers which include several permeable zones that generally are treated as a single hydrologic unit. The top of the Tampa Limestone is considered to be the top of the Floridan in the Temple Terrace area. The public supply wells of the city tap the Tampa Limestone and the underlying Suwannee Limestone, in the upper part of the Floridan. The general direction of ground-water movement in the Floridan aquifer is from north to south, but within the city the direction of movement is from northeast to southwest. The quantity of water moving southwest through a 1.8 mile section of the aquifer is about 2.7 million gallons per day. Ample supplies of water in a cavernous limestone, considered to be the most productive water-yielding zone in the aquifer, are available for additional development from the Floridan aquifer. Water-quality data are included also. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri784","usgsCitation":"Stewart, J.W., Goetz, C.L., and Mills, L.R., 1978, Hydrogeologic factors affecting the availability and quality of ground water in the Temple Terrace area, Hillsborough County, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-4, v, 38 p. , https://doi.org/10.3133/wri784.","productDescription":"v, 38 p. ","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":365517,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0004/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160412,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0004/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Hillsborough County","otherGeospatial":"Temple Terrace area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.4081039428711,\n 28.00804237627334\n ],\n [\n -82.36175537109375,\n 28.00804237627334\n ],\n [\n -82.36175537109375,\n 28.067436206631196\n ],\n [\n -82.4081039428711,\n 28.067436206631196\n ],\n [\n -82.4081039428711,\n 28.00804237627334\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db62894b","contributors":{"authors":[{"text":"Stewart, Joseph William","contributorId":48185,"corporation":false,"usgs":true,"family":"Stewart","given":"Joseph","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":202439,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goetz, Carole L.","contributorId":63850,"corporation":false,"usgs":true,"family":"Goetz","given":"Carole","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202440,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mills, L. R.","contributorId":26281,"corporation":false,"usgs":true,"family":"Mills","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202438,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28811,"text":"wri7857 - 1978 - Flood profiles for Peace River, south-central Florida","interactions":[],"lastModifiedDate":"2013-08-12T12:17:09","indexId":"wri7857","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-57","title":"Flood profiles for Peace River, south-central Florida","docAbstract":"This report presents flood heights and profiles for a 70-mile reach of Peace River from Bartow to Arcadia, Fla. The flood heights were calculated using the U.S. Geological Survey step-backwater model. Profiles were prepared for floods having expected recurrence intervals of 2, 2.33, 5, 10, 25, 50, 100, 200, and 500 years. Flood-peak discharges used in the step-backwater analyses were determined by weighting stream gaging-station data with data from a regional analysis. Land-surface elevation data for 183 cross sections - including values of Manning 's roughness coefficient - also were used in the backwater analysis. Flood height data are generally accurate to + or - 0.5 foot. They indicate that most roads and two bridges in the study reach will be inundated by some of the floods evaluated. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7857","usgsCitation":"Murphy, W.R., Hammett, K., and Reeter, C.V., 1978, Flood profiles for Peace River, south-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-57, iv, 35 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri7857.","productDescription":"iv, 35 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":159254,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0057/report-thumb.jpg"},{"id":276468,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0057/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d5e4b07f02db5ddbe7","contributors":{"authors":[{"text":"Murphy, W. R. Jr.","contributorId":72355,"corporation":false,"usgs":true,"family":"Murphy","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200434,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hammett, K.M.","contributorId":59006,"corporation":false,"usgs":true,"family":"Hammett","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":200433,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reeter, C. V.","contributorId":97154,"corporation":false,"usgs":true,"family":"Reeter","given":"C.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":200435,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27264,"text":"wri77118 - 1978 - Low-flow characteristics of streams in the lower Wisconsin River basin","interactions":[],"lastModifiedDate":"2015-10-21T10:17:59","indexId":"wri77118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-118","title":"Low-flow characteristics of streams in the lower Wisconsin River basin","docAbstract":"Low-flow characteristics of streams in the lower Wisconsin River basin are presented. Included are estimates of low-flow frequency and flow duration at 11 gaging stations; low-flow frequency characteristics at 26 low-flow partial-record stations and 70 miscellaneous sites; and a list of low-flow discharge measurements at 155 miscellaneous sites where insufficient data were available to estimate low-flow characteristics.
\nRelations are provided to estimate low-flow characteristics at ungaged sites and at sites where one base-flow discharge measurement is available. The relationships were determined from multiple regression analyses that related the low-flow characteristics at gaging stations and low-flow partial-record stations to basin characteristics.
\nThe standard error of estimate is provided for each method of estimating the annual minimum 7-day mean flow below which the flow will fall on the average of once in 2 years and once in 10 years. Standard error provides the user with the expected degree of accuracy for each method.
\nLow-flow characteristics estimated for the lower Wisconsin River basin have a high degree of reliability when compared with other basins in Wisconsin, Reliable estimates appear to be related to the relatively uniform geologic features in the basin.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri77118","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Gebert, W., 1978, Low-flow characteristics of streams in the lower Wisconsin River basin: U.S. Geological Survey Water-Resources Investigations Report 77-118, Report: iv, 80 p.; 2 Plates: 17.00 x 11.25 inches, https://doi.org/10.3133/wri77118.","productDescription":"Report: iv, 80 p.; 2 Plates: 17.00 x 11.25 inches","numberOfPages":"86","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":121852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0118/report-thumb.jpg"},{"id":56142,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0118/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56143,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0118/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56144,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0118/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Wisconsin","city":"Baraboo, Portage, Richland Center","otherGeospatial":"Wisconsin River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -91.03271484375,\n 42.79540065303723\n ],\n [\n -91.03271484375,\n 43.75125720420175\n ],\n [\n -89.40673828125,\n 43.75125720420175\n ],\n [\n -89.40673828125,\n 42.79540065303723\n ],\n [\n -91.03271484375,\n 42.79540065303723\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648706","contributors":{"authors":[{"text":"Gebert, W.A.","contributorId":71555,"corporation":false,"usgs":true,"family":"Gebert","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":197821,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29881,"text":"wri78139 - 1978 - Technique for estimating the magnitude and frequency of floods in St. Louis County, Missouri","interactions":[],"lastModifiedDate":"2018-11-14T09:45:27","indexId":"wri78139","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-139","title":"Technique for estimating the magnitude and frequency of floods in St. Louis County, Missouri","docAbstract":"Equations and nomographs in.this report can be used to estimate peak flood-discharges having recurrence intervals up to 100 years in rural and urban areas of St. Louis County, Mo. The basin characteristics significant at the 5-percent probability level were drainage area and percentage imperviousness. Drainage area can be measured from maps, while percentage of imperviousness can either be measured from aerial photographs or estimated from land-use projections. These equations are based upon the analysis of hydrologic data collected at 30 continuous-recording gaging stations with drainage areas ranging from 0.8 to 39.0 square miles, and with impervious areas ranging from 1 to 32 percent.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78139","usgsCitation":"Spencer, D.W., and Alexander, T.W., 1978, Technique for estimating the magnitude and frequency of floods in St. Louis County, Missouri: U.S. Geological Survey Water-Resources Investigations Report 78-139, iii, 23 p., https://doi.org/10.3133/wri78139.","productDescription":"iii, 23 p.","numberOfPages":"35","costCenters":[],"links":[{"id":359406,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0139/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0139/report-thumb.jpg"}],"country":"United States","state":"Missouri","otherGeospatial":"St. Louis 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Louis\",\"state\":\"MO\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa2b3","contributors":{"authors":[{"text":"Spencer, Donald Webster","contributorId":54255,"corporation":false,"usgs":true,"family":"Spencer","given":"Donald","email":"","middleInitial":"Webster","affiliations":[],"preferred":false,"id":202293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, Terry W.","contributorId":21193,"corporation":false,"usgs":true,"family":"Alexander","given":"Terry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202292,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26740,"text":"wri78134 - 1978 - Land use, land cover, and drainage on the Albemarle-Pamlico Peninsula, Eastern North Carolina, 1974","interactions":[],"lastModifiedDate":"2025-07-21T17:19:29.617438","indexId":"wri78134","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-134","title":"Land use, land cover, and drainage on the Albemarle-Pamlico Peninsula, Eastern North Carolina, 1974","docAbstract":"A land use, land cover, and drainage map of the 2,000-square-mile Albermarle-Pamlico peninsula of eastern North Carolina has been prepared, at a scale of 1:125,000, as part of a larger study of the effects of large-scale land clearing on regional hydrology. The peninsula includes the most extensive area of wetland in North Carolina and one of the largest in the country. In recent years the pace of land clearing on the peninsula has accelerated as land is being converted from forest, swamp, and brushland to agricultural use. Conversion of swamps to intensive farming operations requires profound changes in the landscape. Vegetation is uprooted and burned and ditches and canals are dug to remove excess water. What is the impact of these changes on ground-water supplies and on the streams and surrounding coastal waters which receive the runoff This map will aid in answering these and similar questions that have arisen about the patterns of land use and the artificial drainage system that removes excess water from the land. By showing both land use and drainage, this map can be used to identify those areas where water-related problems may occur and help assess the nature and causes of these problems. The map covers the entire area east of the Suffolk Scarp, an area of about 2,000 square miles, for the year 1974 using data from 1974-76. Land use and land cover were compiled and modified from the U.S. Geological Survey 's Rocky Mount and Manteo LUDA maps. Additional information came from U.S. Geological Survey orthophotoquads, Landsat imagery, and field checking. Drainage was mapped from orthophotoquads, some field inspection, and 7-1/2 minute topographic quadrangle maps.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78134","collaboration":"Prepared in cooperation with the North Carolina Department of Natural Resources and Community Development","usgsCitation":"Daniel, C., 1978, Land use, land cover, and drainage on the Albemarle-Pamlico Peninsula, Eastern North Carolina, 1974: U.S. Geological Survey Water-Resources Investigations Report 78-134, 2 Plates: 47.94 x 30.89 inches and 47.90 x 31.02 inches, https://doi.org/10.3133/wri78134.","productDescription":"2 Plates: 47.94 x 30.89 inches and 47.90 x 31.02 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158490,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0134/report-thumb.jpg"},{"id":492647,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0134/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":492646,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0134/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":492648,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0134/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Albemarle-Pamplico Peninsula","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -78.046875,\n 34.44315867450577\n ],\n [\n -78.046875,\n 36.57142382346277\n ],\n [\n -74.99267578125,\n 36.57142382346277\n ],\n [\n -74.99267578125,\n 34.44315867450577\n ],\n [\n -78.046875,\n 34.44315867450577\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf98","contributors":{"authors":[{"text":"Daniel, C.C.","contributorId":53427,"corporation":false,"usgs":true,"family":"Daniel","given":"C.C.","email":"","affiliations":[],"preferred":false,"id":196918,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28810,"text":"wri77115 - 1978 - Flood profiles for lower Brooker Creek, west-central Florida","interactions":[],"lastModifiedDate":"2025-01-13T19:16:23.725943","indexId":"wri77115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-115","title":"Flood profiles for lower Brooker Creek, west-central Florida","docAbstract":"Flood heights are computed for a range of recurrence intervals for a 12.6 mile reach of Brooker Creek, beginning at the mouth at Lake Tarpon. A Geological Survey step-backwater computer program, E431, was used in these analyses using: (1) Stream and valley cross-section geometry and roughness data; (2) Recurrence interval flood-peak discharges; (3) Recurrence interval starting elevations; (4) Gaging station stage-discharge relations. Flood heights may be plotted versus distance above stream mouth and connected to construct flood profiles. They may also be used to indicate areas of inundation on detailed topographic maps.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri77115","usgsCitation":"Murphy, W., 1978, Flood profiles for lower Brooker Creek, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 77-115, vii, 21 p., https://doi.org/10.3133/wri77115.","productDescription":"vii, 21 p.","costCenters":[],"links":[{"id":159247,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0115/report-thumb.jpg"},{"id":359410,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0115/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466132,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35120.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","otherGeospatial":"Brooker Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.87673950195312,\n 28\n ],\n [\n -82.5,\n 28\n ],\n [\n -82.5,\n 28.245118203195265\n ],\n [\n -82.87673950195312,\n 28.245118203195265\n ],\n [\n -82.87673950195312,\n 28\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5eeabb","contributors":{"authors":[{"text":"Murphy, W.R.","contributorId":100892,"corporation":false,"usgs":true,"family":"Murphy","given":"W.R.","email":"","affiliations":[],"preferred":false,"id":200432,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26729,"text":"wri7828 - 1978 - Hydrologic analysis of the U.S. Bureau of Mines' underground oil-shale research-facility site, Piceance Creek Basin, Rio Blanco County, Colorado","interactions":[],"lastModifiedDate":"2023-01-12T22:32:57.591045","indexId":"wri7828","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-28","title":"Hydrologic analysis of the U.S. Bureau of Mines' underground oil-shale research-facility site, Piceance Creek Basin, Rio Blanco County, Colorado","docAbstract":"The U.S. Bureau of Mines plans to develop an underground oil-shale research facility near the center of Piceance Creek basin in Colorado. The oil-shale zone, which is to be penetrated by a shaft, is overlain by 1,400 feet of sedimentary rocks, primarily sandstone and marlstone, consisting of two aquifers separated by a confining layer. Three test holes were drilled by the U.S. Bureau of Mines to obtain samples of the oil shale, and to test the hydraulic properties of the two aquifers. The data collected during construction of the test holes were used to update an existing ground-water-flow computer model. The model was used to estimate the maximum amount of water that would have to be pumped to dewater the shaft during its construction. It is estimated that it would be necessary to pump as much as 3,080 gallons per minute to keep the shaft dry. Disposal of waste water and rock are the principal hydrologic problems associated with constructing the shaft. (Woodard-
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7828","usgsCitation":"Dale, R.H., and Weeks, J., 1978, Hydrologic analysis of the U.S. Bureau of Mines' underground oil-shale research-facility site, Piceance Creek Basin, Rio Blanco County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 78-28, iv, 35 p., https://doi.org/10.3133/wri7828.","productDescription":"iv, 35 p.","costCenters":[],"links":[{"id":411816,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35240.htm","linkFileType":{"id":5,"text":"html"}},{"id":55608,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0028/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122967,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0028/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Rio Blanco County","city":"Piceance Creek basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -108.333,\n 39.939\n ],\n [\n -108.333,\n 39.906\n ],\n [\n -108.292,\n 39.906\n ],\n [\n -108.292,\n 39.939\n ],\n [\n -108.333,\n 39.939\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a889a","contributors":{"authors":[{"text":"Dale, R. H.","contributorId":98711,"corporation":false,"usgs":true,"family":"Dale","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196900,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weeks, John B.","contributorId":36123,"corporation":false,"usgs":true,"family":"Weeks","given":"John B.","affiliations":[],"preferred":false,"id":196899,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29845,"text":"wri7734 - 1978 - Subsurface geology and paleogeography of Queens County, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri7734","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-34","title":"Subsurface geology and paleogeography of Queens County, Long Island, New York","docAbstract":"Unconsolidated strata of clay, silt, sand, and gravel of Late Cretaceous and pre-Wisconsin Pleistocene ages lie between crystalline basement rocks (bedrock) of Precambrian ( ) age and unconsolidated deposits of late Pleistocene (Wisconsin) and Holocene ages in Queens County, Lond Island, N.Y. Data collected during a recent study of the hydrogeology of the county and updated records of earlier studies have been used to prepare contour maps that delineate the surfaces of the bedrock and the Upper Cretaceous and pre-Wisconsin Pleistocene deposits. The presence of diabase fragments apparently from the Hudson Palisades in a buried valley through the county suggests that the ancestral Hudson River was diverted into Queens County in Pleistocene time. The contour maps are useful to engineers, ground-water-supply managers, well drillers, and others concerned with subsurface geology in the area. A map showing the apleotopography and geology at the time of the ancestral Hudson River 's entrance into the county is useful in understanding the areal geomorphology. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7734","usgsCitation":"Soren, J., 1978, Subsurface geology and paleogeography of Queens County, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 77-34, iv, 17 p. :maps (2 fold. col. in pocket) ;27 cm. --, https://doi.org/10.3133/wri7734.","productDescription":"iv, 17 p. :maps (2 fold. col. in pocket) ;27 cm. --","costCenters":[],"links":[{"id":160474,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_77_34.jpg"},{"id":260340,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0034/plate-1.pdf"},{"id":260341,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0034/plate-2.pdf"},{"id":260342,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0034/report.pdf"},{"id":260343,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0034/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6998fa","contributors":{"authors":[{"text":"Soren, Julian","contributorId":54184,"corporation":false,"usgs":true,"family":"Soren","given":"Julian","email":"","affiliations":[],"preferred":false,"id":202229,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27400,"text":"wri77128 - 1978 - Reaeration capacity of the Rock River between Lake Koshkonong, Wisconsin and Rockton, Illinois","interactions":[],"lastModifiedDate":"2015-10-21T10:05:26","indexId":"wri77128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-128","title":"Reaeration capacity of the Rock River between Lake Koshkonong, Wisconsin and Rockton, Illinois","docAbstract":"The reaeration capacity of the Rock River from Lake Koshkonong, Wisconsin, to Rockton, Illinois, was determined using the energy-dissipation model. The model was calibrated using data from radioactive-tracer measurements in the study reach. Reaeration coefficients (K2) were computed for the annual minimum 7-day mean discharge that occurs on the average of once in 10 years (Q7,10). A time-of-travel model was developed using river discharge, slope, and velocity data from three dye studies. The model was used to estimate traveltime for the Q7,10 for use in the energy-dissipation model. During one radiotracer study, 17 mile per hour winds apparently increased the reaeration coefficient about 40 times. (Woodard-USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri77128","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Grant, R.S., 1978, Reaeration capacity of the Rock River between Lake Koshkonong, Wisconsin and Rockton, Illinois: U.S. Geological Survey Water-Resources Investigations Report 77-128, iv, 33 p., https://doi.org/10.3133/wri77128.","productDescription":"iv, 33 p.","numberOfPages":"40","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":158808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0128/report-thumb.jpg"},{"id":56260,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0128/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Wisconsin","otherGeospatial":"Lake Koshkonong, Rock River, Rockton","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.25567626953125,\n 42.49741548732684\n ],\n [\n -89.25567626953125,\n 42.86086645611156\n ],\n [\n -88.75991821289062,\n 42.86086645611156\n ],\n [\n -88.75991821289062,\n 42.49741548732684\n ],\n [\n -89.25567626953125,\n 42.49741548732684\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6486e7","contributors":{"authors":[{"text":"Grant, R. Stephen","contributorId":83125,"corporation":false,"usgs":true,"family":"Grant","given":"R.","email":"","middleInitial":"Stephen","affiliations":[],"preferred":false,"id":198051,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26721,"text":"wri77123 - 1978 - Fluvial sediment study of Fishtrap and Dewey Lakes drainage basins, Kentucky-Virginia","interactions":[],"lastModifiedDate":"2025-01-08T22:40:11.942634","indexId":"wri77123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-123","title":"Fluvial sediment study of Fishtrap and Dewey Lakes drainage basins, Kentucky-Virginia","docAbstract":"Fourteen drainage basins above Fishtrap and Dewey Lakes in the Levisa Fork and Johns Creek drainage basins of eastern Kentucky and southwestern Virginia were studied to determine sedimentation rates and origin of sediment entering the two lakes. The basins ranged in size from 1.68 to 297 square miles. Sediment yields ranged from 2,890 to 21,000 tons per square mile where surface-mining techniques predominated, and from 732 to 3 ,470 tons per square mile where underground mining methods predominated. Yields, in terms of tons per acre-foot of runoff, ranged from 2.2 to 15 for surface-mined areas, and from 0.5 to 2.7 for underground-mined areas. Water and sediment discharges from direct runoff during storms were compared for selected surface-mined and underground-mined areas. Data points of two extensively surface-mined areas, one from the current project and one from a previous project in Beaver Creek basin, McCreary County, Kentucky, grouped similarly in magnitude and by season. Disturbed areas from mining activities determined from aerial photographs reached 17 percent in one study area where extensive surface mining was being practiced. For most areas where underground mining was practiced, percentage disturbed area was almost negligible. Trap efficiency of Fishtrap Lake was 89 percent, and was 62 percent for Dewey Lake. Average annual deposition rates were 464 and 146 acre-feet for Fishtrap and Dewey Lakes, respectively. The chemical quality of water in the Levisa Fork basin has been altered by man 's activities.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77123","usgsCitation":"Curtis, W.F., Flint, R.F., George, F.H., and Santos, J.F., 1978, Fluvial sediment study of Fishtrap and Dewey Lakes drainage basins, Kentucky-Virginia: U.S. Geological Survey Water-Resources Investigations Report 77-123, xi, 92 p., https://doi.org/10.3133/wri77123.","productDescription":"xi, 92 p.","costCenters":[],"links":[{"id":366194,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0123/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158260,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0123/report-thumb.jpg"},{"id":465926,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35124.htm","text":"Dewey Lake","linkFileType":{"id":5,"text":"html"}},{"id":465927,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35125.htm","text":"Fishtrap Lake","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Kentucky, Virginia","otherGeospatial":"Dewey Lake, Fishtrap Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.7764892578125,\n 37.38979975341983\n ],\n [\n -82.29583740234375,\n 37.38979975341983\n ],\n [\n -82.29583740234375,\n 37.75334401310656\n ],\n [\n -82.7764892578125,\n 37.75334401310656\n ],\n [\n -82.7764892578125,\n 37.38979975341983\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47c3e4b07f02db4a7e1d","contributors":{"authors":[{"text":"Curtis, William F.","contributorId":70433,"corporation":false,"usgs":true,"family":"Curtis","given":"William","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196888,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flint, Russell F.","contributorId":91144,"corporation":false,"usgs":true,"family":"Flint","given":"Russell","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196889,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"George, Frederick H.","contributorId":16462,"corporation":false,"usgs":true,"family":"George","given":"Frederick","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196886,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Santos, John F.","contributorId":21530,"corporation":false,"usgs":true,"family":"Santos","given":"John","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196887,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":27462,"text":"wri7877 - 1978 - Computer modeling of ground-water availability in the Pootatuck River Valley, Newtown, Connecticut","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri7877","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-77","title":"Computer modeling of ground-water availability in the Pootatuck River Valley, Newtown, Connecticut","docAbstract":"A hydrologic analysis of the stratified drift in Newtown, Conn., based on available data, test drilling, seismic refraction profiling, and the stream-aquifer connection was performed using a digital computer model. Simulated pumping indicates that a total of 4.0 million gallons of water per day (Mgal/d) can be withdrawn from the stream-aquifer system. A minimum of 2.5 Mgal/d is available for future development since Fairfield Hills Hospital is capable of withdrawing 1.5 Mgal/d. Induced recharge from the Pootatuck River supplies 65 percent, or 2.6 Mgal/d of the total pumpage, and captured ground-water outflow supplies the remaining 35 percent of 1.4 Mgal/d. The predicted yields are for long-term average hydrologic conditions; usually dry or extended drought periods would significantly reduce the water available from the aquifer. The quality of surface water in the valley as shown by seven samples from five sites, meets the Connecticut standards for public drinking water except for excessive coliform bacteria. Ground-water quality also meets these standards, as indicated by analyses of 20 samples from 14 wells and 1 spring, but high manganese (up to 15 mg/L) and iron (up to 1.7 mg/L) would require treatment prior to use. Trace metals from one surface-water and four ground-water samples are also within these standards, except for the high cadmium concentration of 26 micrograms per liter in water from one well. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7877","usgsCitation":"Haeni, F., and Handman, E.H., 1978, Computer modeling of ground-water availability in the Pootatuck River Valley, Newtown, Connecticut: U.S. Geological Survey Water-Resources Investigations Report 78-77, xi, 64 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7877.","productDescription":"xi, 64 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":258626,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0077/report.pdf","size":"13261","linkFileType":{"id":1,"text":"pdf"}},{"id":258627,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0077/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a796c","contributors":{"authors":[{"text":"Haeni, F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":198159,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Handman, Elinor H.","contributorId":31748,"corporation":false,"usgs":true,"family":"Handman","given":"Elinor","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":198158,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29735,"text":"wri7886 - 1978 - Flood hydrology of Butte Basin, 1973-77 water years, Sacramento Valley, California","interactions":[],"lastModifiedDate":"2019-11-25T16:01:11","indexId":"wri7886","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-86","title":"Flood hydrology of Butte Basin, 1973-77 water years, Sacramento Valley, California","docAbstract":"Flooding in Butte Basin, CA., is caused primarily by overflow from the Sacramento River on the western boundary. Stage and discharge data were collected during 1973-77 at 6 recording and 45 crest-stage gages within the basin and combined with discharge records on the main channel of the Sacramento River to determine total flow and flow distribution at the latitudes of Ord Ferry, Butte City, and Gridley Road. Water-surface profiles throughout the basin, inflow/change-in-storage/outflow relations of the Butte Sink, and channel changes of the Sacramento River are shown. During 1973-77, total peak flows decreased an average of 7 percent between the latitudes of Ord Ferry and Butte City, with measured peaks from 100,000 to 200,000 cfs (cubic feet per second). The largest floodflow measured was 195,000 cfs on January 17, 1974, at the latitude of Ord Ferry. For a given flood, overland flow did not change significantly in peak magnitude between Afton Boulevard, Butte City, and Gridley road. Overland flows of about 45,000 and about 24,000 cfs were measured on January 18 and April 1, 1974, respectively. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7886","usgsCitation":"Simpson, R., 1978, Flood hydrology of Butte Basin, 1973-77 water years, Sacramento Valley, California: U.S. Geological Survey Water-Resources Investigations Report 78-86, v, 70 p. , https://doi.org/10.3133/wri7886.","productDescription":"v, 70 p. ","costCenters":[],"links":[{"id":369594,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0086/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160495,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0086/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Butte Basin, Sacramento Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.99150085449219,\n 39.2832938689385\n ],\n [\n -121.78550720214842,\n 39.2832938689385\n ],\n [\n -121.78550720214842,\n 39.51834388059882\n ],\n [\n -121.99150085449219,\n 39.51834388059882\n ],\n [\n -121.99150085449219,\n 39.2832938689385\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dce4b07f02db5e1bb2","contributors":{"authors":[{"text":"Simpson, R.G.","contributorId":16016,"corporation":false,"usgs":true,"family":"Simpson","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":202035,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28809,"text":"wri788 - 1978 - Flood profiles for Cypress Creek, west-central Florida","interactions":[],"lastModifiedDate":"2013-08-12T12:18:40","indexId":"wri788","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-8","title":"Flood profiles for Cypress Creek, west-central Florida","docAbstract":"Flood profiles are included for selected recurrence-interval floods in west-central Florida for a 27-mile reach of Cypress Creek, for a 4-mile tributary reach, and for a 1.2-mile distributary reach. The procedure for constructing flood profiles is based on flood heights computed in a step-backwater analysis using the following data: 2-, 2.33-, 5-, 10-, 25-, 50-, 100-, 200-, and 500-year flood-peak discharges; data for 53 Cypress Creek channel cross sections, 11 tributary cross sections, and 7 distributary cross sections (including roughness coefficients); and stage-discharge relations. Computed flood heights are judged to be generally accurate to plus-or-minus 0.5 foot. Flood data presented can be used to delineate areal extent of flooding on topographic maps. This information can be used by local governmental agencies to control flood-plain development. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri788","usgsCitation":"Murphy, W.R., 1978, Flood profiles for Cypress Creek, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-8, vi, 29 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri788.","productDescription":"vi, 29 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":159246,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0008/report-thumb.jpg"},{"id":276469,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0008/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5ee4f8","contributors":{"authors":[{"text":"Murphy, W. R. Jr.","contributorId":72355,"corporation":false,"usgs":true,"family":"Murphy","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200431,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29734,"text":"wri7893 - 1978 - Technique for estimating magnitude and frequency of floods in Delaware","interactions":[],"lastModifiedDate":"2019-11-12T14:23:02","indexId":"wri7893","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-93","title":"Technique for estimating magnitude and frequency of floods in Delaware","docAbstract":"A flood-estimating method is presented which applies to drainage basins in Delaware without urban development and covers selected recurrence intervals from 2 to 100 years. The method was developed by multiple-regression techniques. The State is divided into two regions and sets of equations for calculating peak discharges based on physical basin characteristics are provided for each region. The boundary between regions generally corresponds with the division between the Piedmont and Coastal Plain provinces. In the northern region, flood-peak discharges were related to basin drainage area and storage. In the southern region, flood peaks were related to drainage area, slope, storage, forest cover, and two composite soil categories. Standard errors of estimate for the regression equations in the northern region ranged from 30 to 39 percent. For the southern region, the standard errors of estimate varied from 38 to 40 percent. Without using the two soil parameters in the southern region, the standard errors of estimate varied from 57 to 70 percent. Annual flood peaks, basin characteristics, and flood-frequency distributions are tabulated for the 60-gaged sites used in the regression analysis. At 23 of these sites, a rainfall-runoff model generated additional flood-peak data which were used in defining the flood-frequency distributions. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7893","usgsCitation":"Simmons, R., and Carpenter, D., 1978, Technique for estimating magnitude and frequency of floods in Delaware: U.S. Geological Survey Water-Resources Investigations Report 78-93, Report: iv, 69 p.; 3 Plates: 41.54 x 37.12 inches or smaller, https://doi.org/10.3133/wri7893.","productDescription":"Report: iv, 69 p.; 3 Plates: 41.54 x 37.12 inches or smaller","costCenters":[],"links":[{"id":160494,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0093/report-thumb.jpg"},{"id":369133,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0093/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369134,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0093/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369135,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0093/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369136,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0093/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Delaware","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.816650390625,\n 38.436379603\n ],\n [\n -75.003662109375,\n 38.436379603\n ],\n [\n -75.003662109375,\n 39.85915479295669\n ],\n [\n -75.816650390625,\n 39.85915479295669\n ],\n [\n -75.816650390625,\n 38.436379603\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686200","contributors":{"authors":[{"text":"Simmons, R.H.","contributorId":19982,"corporation":false,"usgs":true,"family":"Simmons","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":202033,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carpenter, D.H.","contributorId":34551,"corporation":false,"usgs":true,"family":"Carpenter","given":"D.H.","email":"","affiliations":[],"preferred":false,"id":202034,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27495,"text":"wri7865 - 1978 - Magnitude and frequency of flooding on the Myakka River, Southwest Florida","interactions":[],"lastModifiedDate":"2020-08-08T00:19:43.87542","indexId":"wri7865","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-65","title":"Magnitude and frequency of flooding on the Myakka River, Southwest Florida","docAbstract":"Myakka River is a coastal stream that drains approximately 550 square miles in southwest Florida. Under natural conditions, Tatum Sawgrass, a large depression, served as a flood overflow area for the upper part of the Myakka River basin. A recently constructed (1974) dike system across the lower part of Tatum Sawgrass has reduced previously available storage, thereby affecting downstream flooding.
An evaluation of the effects of Tatum Sawgrass dikes on flooding indi-cates that flood-peak discharges and flood heights having recurrence inter-vals of up to 25 years are increased. As a result, about 1,200 additional acres along Myakka River main stem may be inundated during 2-year flood conditions. Maximum effects include a 19 percent increase in flood-peak discharge at State Road 780 and a 0.8 foot increase in flood height near the downstream end of the study reach.
Floods having recurrence intervals of 50 years or greater will over-top dikes and the storage capacity of Tatum Sawgrass will revert to natural condition capacity.
As part of the evaluation, diked condition flood profiles, having recurrence intervals of 2, 5, 10, 25, 50, 100, 200, and 500 years were determined for the nontidal part of a 45-mile reach of Myakka River main stem, Clay Gully, and Blackburn Canal. These data indicate that Clay Gully flood water will overflow embankments at State Road 780 during the 2-year flood and will overflow the bridge on State Road 780 during the 25-year flood. Myakka River flood water will overflow embankments at State Road 72 and Border Road during 100-year flood conditions and at State Road 780 during 500-year conditions.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7865","collaboration":"Prepared in cooperation with the Florida Department of Environmental Regulation, Manatee and Sarasota Counties, and the Ridge and Lower Gulf Coast Water Management District","usgsCitation":"Hammett, K., Turner, J., and Murphy, W.R., 1978, Magnitude and frequency of flooding on the Myakka River, Southwest Florida: U.S. Geological Survey Water-Resources Investigations Report 78-65, Report: vii, 40 p.; 2 Figures: 15.49 x 24.14 inches and 15.01 x 20.70 inches, https://doi.org/10.3133/wri7865.","productDescription":"Report: vii, 40 p.; 2 Figures: 15.49 x 24.14 inches and 15.01 x 20.70 inches","costCenters":[],"links":[{"id":377244,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/wri/1978/0065/figure-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377243,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/wri/1978/0065/figure-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377242,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0065/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158675,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0065/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Myakka River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.7655029296875,\n 26.649913524725044\n ],\n [\n -81.74652099609375,\n 26.649913524725044\n ],\n [\n -81.74652099609375,\n 27.581329075043357\n ],\n [\n -82.7655029296875,\n 27.581329075043357\n ],\n [\n -82.7655029296875,\n 26.649913524725044\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64951d","contributors":{"authors":[{"text":"Hammett, K.M.","contributorId":59006,"corporation":false,"usgs":true,"family":"Hammett","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":198213,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Turner, J.F. Jr.","contributorId":88399,"corporation":false,"usgs":true,"family":"Turner","given":"J.F.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":198214,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Murphy, W. R. Jr.","contributorId":72355,"corporation":false,"usgs":true,"family":"Murphy","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198215,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27585,"text":"wri7863 - 1978 - Floods in Kansas City, Missouri and Kansas, September 12-13, 1977","interactions":[],"lastModifiedDate":"2018-11-15T10:38:03","indexId":"wri7863","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-63","title":"Floods in Kansas City, Missouri and Kansas, September 12-13, 1977","docAbstract":"The storm of September 12-13, 1977, produced as much as 16 inches of rainfall in the Kansas City, Missouri-Kansas area, left 25 persons dead, many homeless, and caused over 50 million dollars in damages.
Data from National Weather Service recording rain gages indicate the storm came in two bursts within 24 hours. Flood hydrographs developed from streamflow records in the area also reflect the two events, with the second yielding the greater runoff.
Peak discharges were determined during and after flood at gaging stations and selected miscellaneous locations. Peak discharges in areas of great rainfall depths were well over the criteria for the 100-year flood.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7863","usgsCitation":"Hauth, L.D., and Carswell, W., 1978, Floods in Kansas City, Missouri and Kansas, September 12-13, 1977: U.S. Geological Survey Water-Resources Investigations Report 78-63, vi, 36 p., https://doi.org/10.3133/wri7863.","productDescription":"vi, 36 p.","numberOfPages":"46","costCenters":[],"links":[{"id":359447,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0063/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158864,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0063/report-thumb.jpg"}],"country":"United States","state":"Kansas, Missouri","city":"Kansas City","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -94.79965209960936,\n 38.7872749142083\n ],\n [\n -94.0704345703125,\n 38.7872749142083\n ],\n [\n -94.0704345703125,\n 39.26628442213066\n ],\n [\n -94.79965209960936,\n 39.26628442213066\n ],\n [\n -94.79965209960936,\n 38.7872749142083\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4dee","contributors":{"authors":[{"text":"Hauth, Leland D.","contributorId":17219,"corporation":false,"usgs":true,"family":"Hauth","given":"Leland","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198369,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carswell, William J. Jr. carswell@usgs.gov","contributorId":1787,"corporation":false,"usgs":true,"family":"Carswell","given":"William J.","suffix":"Jr.","email":"carswell@usgs.gov","affiliations":[{"id":423,"text":"National Geospatial Program","active":true,"usgs":true}],"preferred":false,"id":198368,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27612,"text":"wri7822 - 1978 - Chemical analyses of surface water in Illinois, 1958–74—Volume I, Des Plaines River basin and Lake Michigan","interactions":[],"lastModifiedDate":"2020-08-14T18:12:59.850546","indexId":"wri7822","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-22","displayTitle":"Chemical Analyses of Surface Water in Illinois, 1958–74—Volume I, Des Plaines River Basin and Lake Michigan","title":"Chemical analyses of surface water in Illinois, 1958–74—Volume I, Des Plaines River basin and Lake Michigan","docAbstract":"Samples of surface water were collected and analyzed by the Illinois Environmental Protection Agency and its predecessor, the Stream Pollution Control Bureau of the Illinois Department of Public Health. The results for the period 1958 to 1974 are presented in tabular form and the history of sampling and analytical methods are summarized. Stream discharge data from records of the U.S. Geological Survey are included for all sites where samples were collected at gaging stations or near enough that reliable discharge estimates could be made. The report is contained in three volumes. This volume (Volume I) includes Des Plaines River basin and Lake Michigan. (See also W78-10035 and W78-10036).
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7822","collaboration":"Prepared in cooperation with the Illinois Environmental Protection Agency","usgsCitation":"Healy, R.W., and Toler, L., 1978, Chemical analyses of surface water in Illinois, 1958–74—Volume I, Des Plaines River basin and Lake Michigan: U.S. Geological Survey Water-Resources Investigations Report 78-22, v. I, iii, 587 p., https://doi.org/10.3133/wri7822.","productDescription":"iii, 587 p.","costCenters":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"links":[{"id":361695,"rank":4,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/wri7824","text":"WRI 78–24","description":"WRI 78–24","linkHelpText":"Chemical Analyses of Surface Water in Illinois, 1958–74—Volume III, Ohio River Tributaries and Mississippi River Tributaries South of the Illinois River Basin"},{"id":361694,"rank":3,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/wri7823","text":"WRI 78–23","description":"WRI 78–23","linkHelpText":"Chemical Analyses of Surface Water in Illinois, 1958–74—Volume II, Illinois River Basin and Mississippi River Tributaries North of Illinois River Basin"},{"id":158997,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0022/coverthb.jpg"},{"id":361692,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0022/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Illinois","otherGeospatial":"Des Plaines River Basin, Lake Michigan","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.5992431640625,\n 41.22824901518529\n ],\n [\n -87.0281982421875,\n 41.22824901518529\n ],\n [\n -87.0281982421875,\n 42.49640294093705\n ],\n [\n -88.5992431640625,\n 42.49640294093705\n ],\n [\n -88.5992431640625,\n 41.22824901518529\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"I","contact":"Director, Central Midwest Water Science Center
U.S. Geological Survey
405 North Goodwin
Urbana, IL 61801