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The area includes three sinkhole basins created by such subsidence: Cranes Roost, Palm Springs, and Grace Lake.</p><p>Cranes Roost basin (drainage area, 5.02 square miles) contains a closed drainage system of lakes and swamps--including Lakes Adelaide, Florida, and Mobile--that terminates at Cranes Roost sink. It also contains Lake Orienta and two unnamed sinks which do not overflow into Cranes Roost sink.</p><p>Palm Springs basin (drainage area, 1.77 square miles) includes Lake Marion, Eleventh Hole Pond, and several small unconnected sinks.</p><p>Grace Lake basin (drainage area, 1.64 square miles) includes Island Lake which overflows into Grace Lake.</p><p>The recent spread of urban development has tended to encroach on the flood plains of lakes in these sinkhole basins and cause concern over the flood hazard that results. An investigation was made of the area to document the highest known lake levels, to examine possible effects of urbanization with regard to increasing the flood hazard, and to appraise the possibilities of controlling lake levels to reduce or limit the flood hazard.</p><p>The highest lake stages of record in the three sinkhole basins occurred in September 1960. Analyses of the hydrologic relations between lake stages, ground-water levels, stream discharges, and rainfall in the area indicated that the lake stages of September 1960 probably were the highest attained since at least 1895.</p><p>Cultural development that increases the percentage of a sink basin covered by impervious materials will cause more rapid runoff of a larger part of the rainfall in the basin. Thus, as development progresses, lake stages seldom reached under natural conditions may be reached more frequently unless the lake levels are controlled.</p><p>In Crane Roost basin, the levels of Lakes Mobile, Adelaide, and Florida could be controlled by enlarging their surface outlets and adding control structures; however, such measures might be ineffective unless the level of Cranes Roost also was controlled. The level of Cranes Roost could be controlled by removal of water by pumping or by providing a surface outlet; pumping might be ineffective during extreme wet periods because of the potential for inflow from upstream lakes and the potential for ground-water inflow from the Floridan aquifer. The level of Lake Orienta could be Controlled by removal of water by pumping or by providing a surface outlet.</p><p>In the Palm Springs sink basin, the levels of Lake Marion and the several small sinks could be controlled by removal of water by pumping or by providing surface outlets. For the several sinks, however, providing a surface outlet would require an extensive excavation and pumping might prove impractical because of seepage induced from the Floridan aquifer.</p><p>The level of Island Lake--in Grace Lake sink basin-could be controlled by enlarging its surface outlet and providing a control structure. The peak stage of Grace Lake could be reduced by lowering its outlet to the north, but release of water during wet periods might cause downstream flooding.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7527","collaboration":"Prepared in cooperation with the Board of County Commissioners of Seminole County","usgsCitation":"Anderson, W., and Hughes, G., 1975, Hydrology of three sinkhole basins in southwestern Seminole County, Florida: U.S. Geological Survey Open-File Report 75-27, Report: 59 p.; 6 Figures: 17.73 x 23.92 inches or smaller, https://doi.org/10.3133/ofr7527.","productDescription":"Report: 59 p.; 6 Figures: 17.73 x 23.92 inches or smaller","costCenters":[],"links":[{"id":431759,"rank":8,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0027/figure-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":431758,"rank":7,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0027/figure-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":431757,"rank":6,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0027/figure-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":431756,"rank":5,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0027/figure-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":431755,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0027/figure-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":431754,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0027/figure-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":431753,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0027/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146526,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0027/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Seminole County","otherGeospatial":"southwestern Seminole County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -81.53839079697836,\n              28.867357027113812\n            ],\n            [\n              -81.53839079697836,\n              28.66338961826405\n            ],\n            [\n              -81.14420156315663,\n              28.66338961826405\n            ],\n            [\n              -81.14420156315663,\n              28.867357027113812\n            ],\n            [\n              -81.53839079697836,\n              28.867357027113812\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc746","contributors":{"authors":[{"text":"Anderson, Warren","contributorId":7712,"corporation":false,"usgs":true,"family":"Anderson","given":"Warren","affiliations":[],"preferred":false,"id":166171,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hughes, G.H.","contributorId":73975,"corporation":false,"usgs":true,"family":"Hughes","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":166172,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":69533,"text":"hu11 - 1975 - Hydrologic Unit Map-1974, State of Hawaii","interactions":[],"lastModifiedDate":"2023-12-18T22:02:07.112872","indexId":"hu11","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"11","subseriesTitle":"Hawaii 1974","title":"Hydrologic Unit Map-1974, State of Hawaii","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/hu11","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Hydrologic Unit Map-1974, State of Hawaii: U.S. Geological Survey Hydrologic Unit 11, 1 Plate: 50.16 x 34.81 inches, https://doi.org/10.3133/hu11.","productDescription":"1 Plate: 50.16 x 34.81 inches","costCenters":[],"links":[{"id":423725,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16221.htm","linkFileType":{"id":5,"text":"html"}},{"id":251560,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/hu/11/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":251561,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/hu/11/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":252483,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/hu/11/report-thumb.jpg"}],"scale":"500000","country":"United 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,{"id":48229,"text":"ofr741029 - 1975 - Implementation of a hydrologic data processing system in Brazil","interactions":[],"lastModifiedDate":"2012-02-02T00:10:38","indexId":"ofr741029","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-1029","title":"Implementation of a hydrologic data processing system in Brazil","language":"ENGLISH","doi":"10.3133/ofr741029","usgsCitation":"Edwards, M.D., 1975, Implementation of a hydrologic data processing system in Brazil: U.S. Geological Survey Open-File Report 74-1029, 201 p. : ill. ; 28 cm., https://doi.org/10.3133/ofr741029.","productDescription":"201 p. : ill. ; 28 cm.","costCenters":[],"links":[{"id":172597,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c37e","contributors":{"authors":[{"text":"Edwards, Melvin D.","contributorId":94305,"corporation":false,"usgs":true,"family":"Edwards","given":"Melvin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":237003,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28929,"text":"wri7513 - 1975 - Drainage areas for Illinois streams","interactions":[],"lastModifiedDate":"2020-04-06T16:42:43.448549","indexId":"wri7513","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-13","displayTitle":"Drainage Areas for Illinois Streams","title":"Drainage areas for Illinois streams","docAbstract":"<p>Drainage areas were tabulated for all streams in Illinois which drain&nbsp;over 100 square miles. at sites where streamflow data have been collected,&nbsp;and at other selected locations. Areas were planimetered on U.S. Geological Survey topographic quadrangle maps and balanced to known areas taken from&nbsp;Smithsonian Geographical Tables of areas of quadrilaterals of the earth's surface (procedures and standards recommended by Subcommittee on Hydrology, Federal Inter-Agency River Basin Committee). Streams are tabulated in sequence; first, the Ohio River basin, followed by the St. Lawrence River basin, and finally, the Mississippi River basin. Streams are listed in downstream order, starting at the headwaters; the rank of the stream system within each basin is indicated by indention. At sites where streamflow data had been collected, previously assigned U.S. Geological Survey eight-digit numbers are used. These numbers, which describe unique sites, increase in downstream order. All locations are identified by reference to a town, land-line location, topo­graphic quadrangle, and county at the point where the drainage area was determined. An alphabetical index is provided.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"","doi":"10.3133/wri7513","collaboration":"Prepared in cooperation with Illinois Institute for Environmental Quality","usgsCitation":"Ogata, K.M., 1975, Drainage areas for Illinois streams: U.S. Geological Survey Water-Resources Investigations Report 75-13, iii, 120 p., https://doi.org/10.3133/wri7513.","productDescription":"iii, 120 p.","costCenters":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"links":[{"id":159065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0013/report-thumb.jpg"},{"id":373750,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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 \"}}]}","contact":"<p>Director,&nbsp;<a href=\"https://www.usgs.gov/centers/cm-water\" data-mce-href=\"https://www.usgs.gov/centers/cm-water\">Central Midwest Water Science Center</a><br>U.S. Geological Survey<br>405 North Goodwin<br>Urbana, IL 61801</p>","tableOfContents":"<ul><li>Abstract</li><li>Introduction</li><li>Method of Drainage Area Determination</li><li>Explanation of Drainage Area Tables</li><li>Tables</li><li>Index</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635f6e","contributors":{"authors":[{"text":"Ogata, Kent M.","contributorId":6488,"corporation":false,"usgs":true,"family":"Ogata","given":"Kent","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200636,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16285,"text":"ofr74218 - 1975 - Hydrology of sand-and-gravel aquifer in central and southern Escambia County, Florida","interactions":[],"lastModifiedDate":"2017-03-08T12:32:08","indexId":"ofr74218","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-218","title":"Hydrology of sand-and-gravel aquifer in central and southern Escambia County, Florida","docAbstract":"<p>The sand-and-gravel aquifer is the only fresh-water aquifer in the Pensacola area. Problems related to development of the aquifer include maximum safe yield, local contamination, local salt-water intrusion, corrosiveness of the water, areas of high iron concentration, and increasing nitrate concentration. The city of Pensacola is seeking hydrologic information, including water-quality data, to plan for future expansion of the water-supply system. </p><p>This report summarizes the third year's findings of a 6-year study of the sand-and-gravel aquifer. Although the thickness of the aquifer locally exceeds 1,000 feet (300 metres) most of the clean sand layers are no more than 450 feet (140 metres) below land surface. The highest head is at the north edge of the area; the head is drawn down below sea level in areas of heavy pumping. Ground water moves southward from the northern half of the county to be intercepted near Cantonment. Virtually all ground water discharged south of Cantonment derives from local precipitation. </p><p>The report contains maps showing concentrations of carbon dioxide, nitrate, and iron in water from the aquifer, potentiometric maps, geohydrologic sections, and lithologic and radioactive logs of test holes.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr74218","collaboration":"Prepared in cooperation with the City of Pensacola","usgsCitation":"Trapp, H., 1975, Hydrology of sand-and-gravel aquifer in central and southern Escambia County, Florida: U.S. Geological Survey Open-File Report 74-218, Report: 36 p., A1-A27; 6 Figures: 16.52 x 15.15 inches or less, https://doi.org/10.3133/ofr74218.","productDescription":"Report: 36 p., A1-A27; 6 Figures: 16.52 x 15.15 inches or less","costCenters":[],"links":[{"id":335247,"rank":6,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1974/0218/figure-9.pdf","text":"Figure 9","size":"1.55 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Jr.","contributorId":6034,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":172550,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28918,"text":"wri7517 - 1975 - Hydrology of the Lake Wingra basin, Dane County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-21T12:00:41","indexId":"wri7517","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-17","title":"Hydrology of the Lake Wingra basin, Dane County, Wisconsin","docAbstract":"<p>A water budget was prepared to identify the components of the hydrologic system in the Lake Wingra basin. The Lake Wingra basin, which includes a small eutrophic lake within the city of Madison, Wis., is partly a protected area and partly an urbanized area. Measured and estimated inflow and outflow to and from the lake in 1 year (June 1972 to May 1973) was about 4.5 metres (15 feet)&mdash;approximately twice the volume of the lake. Inflow to the lake is about 25 percent from direct precipitation on the lake surface, and the rest from nearly equal amounts of surface runoff and ground-water inflow. Outflow from the lake is about 10 percent ground-water outflow, 15 percent evaporation from the lake surface, and 75 percent discharge at the surface outlet. Increased withdrawal of water from municipal and industrial wells in Madison has slowed the rate of flow through the lake.</p>\n<p>The calculated 1972 water budget for the lake showed gains of about 3,560 millimetres (140 inches) and losses of about 3,500 millimetres (138 inches). A discrepancy of about 60 millimetres (2 inches) probably was caused in part by uncertainties in ground-water inflow and outflow. Effects of evapotranspiration and ground-water inflow in the marsh area southwest of the lake also probably contribute to the discrepancy.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7517","collaboration":"Prepared in cooperation with University of Wisconsin-Extension, Geological and Natural History Survey","usgsCitation":"Oakes, E.L., Hendrickson, G.E., and Zuehls, E., 1975, Hydrology of the Lake Wingra basin, Dane County, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 75-17, v, 31 p., https://doi.org/10.3133/wri7517.","productDescription":"v, 31 p.","numberOfPages":"40","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":57790,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119757,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0017/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane County","otherGeospatial":"Lake Wingra","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.61273193359375,\n              42.8699254870066\n            ],\n            [\n              -89.61273193359375,\n              43.303195047973034\n            ],\n            [\n              -89.0826416015625,\n              43.303195047973034\n            ],\n            [\n              -89.0826416015625,\n              42.8699254870066\n            ],\n            [\n              -89.61273193359375,\n              42.8699254870066\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601b79","contributors":{"authors":[{"text":"Oakes, Edward L.","contributorId":79517,"corporation":false,"usgs":true,"family":"Oakes","given":"Edward","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hendrickson, G. E.","contributorId":99958,"corporation":false,"usgs":true,"family":"Hendrickson","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200618,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zuehls, E.E.","contributorId":19942,"corporation":false,"usgs":true,"family":"Zuehls","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":200616,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":5948,"text":"pp930 - 1975 - A hydrologic assessment of the September 14, 1974, flood in Eldorado Canyon, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:05:42","indexId":"pp930","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"930","title":"A hydrologic assessment of the September 14, 1974, flood in Eldorado Canyon, Nevada","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp930","usgsCitation":"Glancy, P.A., and Harmsen, L., 1975, A hydrologic assessment of the September 14, 1974, flood in Eldorado Canyon, Nevada: U.S. Geological Survey Professional Paper 930, 28 p., https://doi.org/10.3133/pp930.","productDescription":"28 p.","costCenters":[],"links":[{"id":117512,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0930/report-thumb.jpg"},{"id":32832,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0930/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae3c6","contributors":{"authors":[{"text":"Glancy, Patrick A.","contributorId":87113,"corporation":false,"usgs":true,"family":"Glancy","given":"Patrick","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":151858,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harmsen, Lynn","contributorId":19941,"corporation":false,"usgs":true,"family":"Harmsen","given":"Lynn","email":"","affiliations":[],"preferred":false,"id":151857,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26503,"text":"wri7530 - 1975 - Optimizing information transfer in a stream-gaging network","interactions":[],"lastModifiedDate":"2017-12-06T13:13:54","indexId":"wri7530","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-30","title":"Optimizing information transfer in a stream-gaging network","docAbstract":"<p>Networks of small stream (drainage area less than 50 square miles or 130 square kilometres) flood gages have been operated throughout the country for a number of years to supplement flood information already available for large streams. The goal in operating these networks has been to obtain sufficient data for estimating flood frequency at ungaged sites with the equivalent accuracy expected from 10 years of observed flood records. In some areas the networks have accumulated sufficient data to satisfy these accuracy goals. A review of these networks, looking toward possible reduction of the number of gages, is now timely. Continued operation of a few selected gages may be desirable to provide a longer time-sample base for improving the flood-frequency estimating equation and(or) to expand the area over which the equations apply.</p><p>In 1974, Thomas Maddock III developed a rational method for selecting gages to be retained in a reduced hydrologic network. This method of network analysis seeks the optimum set of gages to be retained for a given level of annual operating costs with the information content of the reduced network being the factor optimized. Application of Maddock's method demonstrated that a considerable number of gages could be eliminated from a network without grossly decreasing its information content.</p><p>Maddock's method of analysis is described in detail for a hypothetical network of gages. The method also is applied to actual networks in Montana, Illinois, and Georgia.</p><p>The analysis of networks in Montana illustrates the basic approach to selecting an optimal subset from the existing set of gages. The Illinois analysis demonstrated that by retaining only 26 percent of the gages, nearly 63 percent of the original information is retained in the reduced network. Application of the procedure shows how the design of networks in Georgia may be modified because of hydrologic considerations to meet budgetary constraints.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7530","usgsCitation":"Carrigan, P.H., and Golden, H.G., 1975, Optimizing information transfer in a stream-gaging network: U.S. Geological Survey Water-Resources Investigations Report 75-30, v, 25 p., https://doi.org/10.3133/wri7530.","productDescription":"v, 25 p.","numberOfPages":"34","costCenters":[],"links":[{"id":157924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0030/report-thumb.jpg"},{"id":349792,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0030/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aefe4b07f02db69138d","contributors":{"authors":[{"text":"Carrigan, Philip Hadley Jr.","contributorId":86768,"corporation":false,"usgs":true,"family":"Carrigan","given":"Philip","suffix":"Jr.","email":"","middleInitial":"Hadley","affiliations":[],"preferred":false,"id":196506,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Golden, Harold G.","contributorId":103244,"corporation":false,"usgs":true,"family":"Golden","given":"Harold","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196507,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10757,"text":"ofr75298 - 1975 - Relation of precipitation to annual ground-water recharge in the Edwards Aquifer, San Antonio area, Texas","interactions":[],"lastModifiedDate":"2016-08-10T16:20:28","indexId":"ofr75298","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-298","title":"Relation of precipitation to annual ground-water recharge in the Edwards Aquifer, San Antonio area, Texas","docAbstract":"<p>Annual recharge data obtained from historical records and mean-annual precipitation data computed from rainfall records were used to develop simple linear-regression equations for use in estimating annual recharge for seven subbasins in the San Antonio area. Adjustments were made to the precipitation parameter to account for the effects of year-end storms. The standard errors of estimate of the regression equations ranged from 26 percent for the Blanco River basin to 45 percent for the area between the Sabinal and Medina River basins.</p>\n<p>Annual-recharge estimates computed by use of the regression equations compared favorably with estimates made on the basis of observed streamflow and precipitation data.</p>\n<p>The report includes a brief review of the geology and hydrology of the Edwards aquifer, a discussion of the preparation and evaluation of the precipitation data used in the regression analyses, and a brief summary of the method previously used to estimate recharge.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr75298","collaboration":"Prepared in cooperation with the city of San Antonio and the Texas Water Development Board","usgsCitation":"Puente, C., 1975, Relation of precipitation to annual ground-water recharge in the Edwards Aquifer, San Antonio area, Texas: U.S. Geological Survey Open-File Report 75-298, iii, 31 p., https://doi.org/10.3133/ofr75298.","productDescription":"iii, 31 p.","numberOfPages":"35","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":143381,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0298/report-thumb.jpg"},{"id":92270,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0298/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db634c12","contributors":{"authors":[{"text":"Puente, Celso","contributorId":36140,"corporation":false,"usgs":true,"family":"Puente","given":"Celso","email":"","affiliations":[],"preferred":false,"id":161911,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14958,"text":"ofr75312 - 1975 - Availability of ground water in Marion County, Indiana","interactions":[],"lastModifiedDate":"2021-12-30T18:42:52.900204","indexId":"ofr75312","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-312","title":"Availability of ground water in Marion County, Indiana","docAbstract":"<p>County constitute the most extensive aquifers in the county. Four areally distinct sand and gravel aquifers were mapped in the drift during the course of this study. The aquifer of greatest economic importance consists of sand and gravel deposits of glacial-outwash origin which coincide with the courses of the White River and Fall Creek. Ground water in this aquifer is generally unconfined. Three thin, areally discontinuous, sheetlike deposits of sand and gravel situated one above the other occur in the till-plain area of the county. These deposits coalesce in some areas, but generally are separated by beds of silt and clay of varying thickness which cause the ground water in the till-plain aquifers to be semiconfined.</p>\n<p>The uppermost 100 feet (30 metres) or so of limestone and (or) dolomite underlying the glacial drift constitutes an aquifer of secondary importance in the county. This aquifer is separated from the unconsolidated aquifers either by silt and clay or by shale.</p>\n<p>The present movement of ground water through these aquifers is generally toward the White River, Fall Creek, Eagle Creek or Buck Creek. Based on seepage data, water levels in the aquifers in April and May 1974, and subsequent electric-analog-model analysis, discharge of ground water by seepage into the streams in the glacial outwash averages about 42 cubic feet per day per foot (3.9 cubic metres per day per metre) of channel length.</p>\n<p>A four-layer electric-analog model incorporating the geometry and hydraulic characteristics of the aquifers, the confining beds and the stream- aquifer connection was constructed to determine the feasibility and hydrologic results of proposed plans for future ground-water development.</p>\n<p>Three large well fields were simulated in the model of the glacial-outwash aquifer, with pumping nodes situated so as to take advantage both of high transmissivity areas in the aquifer, and of recharge from the streams.</p>\n<p>A series of model experiments were carried out to test the capacity of the aquifers to sustain increases in pumpage. In all of these, a new equilibrium was established within 6 years of simulated pumpage. In two of these experiments, water levels in the discharging wells were allowed to draw down to approximately half of the saturated thickness of the glacial-outwash aquifer. At this drawdown limit, the total discharge of wells in the system was found to be 59 million gallons per day (2.6 cubic second) assuming that the streams were fully connected to the upper third of the glacial-outwash aquifer. In two other experiments, discharging wells were allowed to drawdown an average of two-thirds of the saturated thickness of the glacial-outwash aquifer. At this limit, the total discharge was found to be 72 million gallons per day (3.2 cubic metres per second) using the conservative stream-aquifer connection, and 103 million gallons per day (4.5 cubic metres per second) assuming a full connection. Some dewatering of the aquifer was associated with the 72 million gallons per day (3.2 cubic metres per second) discharge. In all experiments, the amount that could be pumped from the confined aquifers without disturbing existing domestic wells was found to be small.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr75312","collaboration":"Prepared in cooperation with Indiana Department of Natural Resources, Division of Water","usgsCitation":"Meyer, W.R., Reussow, J.P., Gillies, D.C., and Shampine, W., 1975, Availability of ground water in Marion County, Indiana: U.S. Geological Survey Open-File Report 75-312, viii, 87 p., https://doi.org/10.3133/ofr75312.","productDescription":"viii, 87 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":145968,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0312/report-thumb.jpg"},{"id":391894,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15147.htm"},{"id":393663,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0312/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Marion County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.9369,39.9272],[-85.9379,39.87],[-85.9541,39.8696],[-85.9518,39.6969],[-85.9523,39.638],[-86.248,39.6335],[-86.3268,39.6318],[-86.3281,39.8526],[-86.328,39.8662],[-86.325,39.8662],[-86.3267,39.9238],[-86.2967,39.9246],[-86.2757,39.925],[-86.2385,39.9259],[-85.9801,39.9269],[-85.9411,39.9272],[-85.9369,39.9272]]]},\"properties\":{\"name\":\"Marion\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667f8f","contributors":{"authors":[{"text":"Meyer, William R.","contributorId":73618,"corporation":false,"usgs":true,"family":"Meyer","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":170320,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reussow, J. P.","contributorId":58651,"corporation":false,"usgs":true,"family":"Reussow","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":170319,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gillies, D. C.","contributorId":53809,"corporation":false,"usgs":true,"family":"Gillies","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":170318,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Shampine, W. J.","contributorId":16023,"corporation":false,"usgs":true,"family":"Shampine","given":"W. J.","affiliations":[],"preferred":false,"id":170317,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":16171,"text":"ofr75268 - 1975 - Hydrologic reconnaissance of the Montezuma Creek-Aneth area, southeastern Utah","interactions":[],"lastModifiedDate":"2017-09-03T14:08:56","indexId":"ofr75268","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-268","title":"Hydrologic reconnaissance of the Montezuma Creek-Aneth area, southeastern Utah","docAbstract":"The Montezuma Creek-Aneth area is in the northeastern part of the Navajo Indian Reservation in southeastern Utah. It is a semiarid area along the San Juan River near the communities of Montezuma Creek and Aneth. Within the Blanding Basin, geologic formations exposed are of Jurassic and Quaternary age. The rock strata are nearly horizontal, dipping gently northeastward. Wells derive small quantities of mater for domestic use from aquifers in the Morrison Formation and the Bluff Sandstone of Jurassic age, but aquifers in deeper formations contain saline mater or brine. Alluvium consisting of sand and gravel along the San Juan River is a potential source of additional moderately large quantities of water to shallow wells for industrial use and public supply. The chemical quality of water in the alluvium is good and varies directly with the discharge of the San Juan River.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr75268","usgsCitation":"Sumsion, C.T., 1975, Hydrologic reconnaissance of the Montezuma Creek-Aneth area, southeastern Utah: U.S. Geological Survey Open-File Report 75-268, Report: 32 p.; 4 Tables: 18.48 in x 15.49 in. or smaller; 1 Figure: 23.43 in. x 18.66 in., https://doi.org/10.3133/ofr75268.","productDescription":"Report: 32 p.; 4 Tables: 18.48 in x 15.49 in. or smaller; 1 Figure: 23.43 in. x 18.66 in.","numberOfPages":"30","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":45112,"rank":303,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0268/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45107,"rank":403,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-1.pdf","text":"Table 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"General description and water-bearing characteristics of geologic units in the Montezuma Creek-Aneth area"},{"id":45109,"rank":5,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-3.pdf","text":"Table 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Records of selected wells in alluvium"},{"id":45110,"rank":6,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-4.pdf","text":"Table 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Chemical analyses of water from selected wells"},{"id":45111,"rank":4,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-5.pdf","text":"Table 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Records of selected wells in consolidated formations"},{"id":148816,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0268/report-thumb.jpg"},{"id":45108,"rank":404,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-2.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing locaitons of selected wells and alluvium along the San Juan River, Montezuma Creek-Aneth area"}],"publicComments":"Prepared for the U.S. Public Health Service","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6055c4","contributors":{"authors":[{"text":"Sumsion, C. T.","contributorId":23129,"corporation":false,"usgs":true,"family":"Sumsion","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":172353,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2199,"text":"wsp1608O - 1975 - Reclamation by tubewell drainage in Rechna Doab and adjacent areas, Punjab region, Pakistan","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp1608O","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1608","chapter":"O","title":"Reclamation by tubewell drainage in Rechna Doab and adjacent areas, Punjab region, Pakistan","docAbstract":"Around the turn of the century, a network of more than 40,000 miles of canals was constructed to divert water from the Indus River and its tributaries to about 23 million acres of largely unused desert in the Punjab region of Pakistan. The favorable climate and the perennial supply of irrigation water made available through the canals instituted the beginning of intensive farming. However, because of generally poor drainage and the high rate of canal leakage, the water table began to rise. As the population increased and agriculture expanded, the demand for irrigation water soon exceeded the available supply. Spreading of the canal supply to meet the expanded needs locally created shortages that prevented adequate leaching. Increased evaporation from the rising water table further contributed to the progressive accumulation of soluble salts in the soil. By the late 1930's the combined effect of waterlogging and salinity had reduced the agricultural productivity of the region to one of the lowest in the world. \r\n\r\nIn 1954, after several unsuccessful projects were undertaken to reclaim affected areas and to stop the progressive encroachment of waterlogging and salinization, the Government of Pakistan in cooperation with the U.S. International Cooperation Administration undertook a study of the geology and hydrology of the Indus Plain that ultimately resulted in the formulation of a ground-water reclamation program. The principal feature of the program is the utilization of a network of deep wells spaced about a mile apart for the dual purpose of lowering the water table and for providing supplemental irrigation water. Through financial assistance and technical and engineering support principally from the United States, construction began in 1960 on the first of 18 proposed reclamation projects that eventually will include 21 million acres and more than 28,000 wells having an installed capacity of more than 100,000 cubic feet per second. \r\n\r\nAn area of about 1.3 million acres a few miles west of the City of Lahore was selected for the pilot project. The first Salinity Control and Reclamation Project (SCARP-l) was completed in 1962. Within the project area about 2,000 wells were drilled as deep as 350 feet and equipped with turbine pumps having a capacity of up to 5 cubic feet per second each and a combined operating capacity of about 3.5 million acre-feet per year. \r\n\r\nTo July 1968 pumping from project wells and from private and other governmental agency wells supplied about 12 million acre-feet of water. This pumping more than doubled the available irrigation supply and lowered the water table to a depth of 10 feet or more below most of the project area. As a result, approximately 66 percent of the 400,000 acres of land damaged by waterlogging and accumulation of excessive salt was wholly or partially reclaimed. The cropping intensity was increased from about 77 percent in 1962 to 101 percent in July 1968, and the annual value of crops increased \r\n186 percent over 1962. \r\n\r\nAnnual water budgets for the first 6 years of project operation indicate that pumping caused a decrease in annual ground-water outflow from the project area from about 57,000 acre-feet to 32,000 acre-feet, caused an increase in annual ground-water inflow to the project area from 35,0'00 acre-feet to 52,000 acre-feet, and depleted about 1.71 million acre-.feet of groundwater storage. Net annual recharge to the ground-water reservoir during this same period ranged from a high of slightly more than 2 million acre-feet in 1964 to a low of about 1 million acre-feet in 1965. The budgets suggest that perhaps as much as half the net canal' inflow to the project area is lost through leakage. This leakage is the principal source of recharge to the ground-water reservoir. \r\n\r\nPumping has caused widespread changes in the chemical quality of ground water by chanelling the rate and direction of flow, inducing infiltration from canals, and mixing of indigenous waters of dif","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1608O","usgsCitation":"Malmberg, G.T., 1975, Reclamation by tubewell drainage in Rechna Doab and adjacent areas, Punjab region, Pakistan: U.S. Geological Survey Water Supply Paper 1608, iv, 72 p. :& portfolio (5 fold.maps)ill. ;23 cm., https://doi.org/10.3133/wsp1608O.","productDescription":"iv, 72 p. :& portfolio (5 fold.maps)ill. ;23 cm.","costCenters":[],"links":[{"id":138290,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608o/report-thumb.jpg"},{"id":27855,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608o/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27856,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608o/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27857,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608o/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27858,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608o/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27859,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608o/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27860,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608o/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a74e4b07f02db6448c3","contributors":{"authors":[{"text":"Malmberg, Glenn T.","contributorId":11196,"corporation":false,"usgs":true,"family":"Malmberg","given":"Glenn","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":144813,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2580,"text":"wsp2030 - 1975 - Summary of floods in the United States during 1969","interactions":[{"subject":{"id":55898,"text":"ofr6980 - 1969 - Flood of July 27-28, 1969, in southeastern New York","indexId":"ofr6980","publicationYear":"1969","noYear":false,"title":"Flood of July 27-28, 1969, in southeastern New York"},"predicate":"SUPERSEDED_BY","object":{"id":2580,"text":"wsp2030 - 1975 - Summary of floods in the United States during 1969","indexId":"wsp2030","publicationYear":"1975","noYear":false,"title":"Summary of floods in the United States during 1969"},"id":1}],"lastModifiedDate":"2015-09-29T16:32:08","indexId":"wsp2030","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2030","title":"Summary of floods in the United States during 1969","docAbstract":"<p>The most outstanding floods in the United States during 1969 are described in chronological order. The areas most seriously affected by flooding were: Central and southern California (January and February); the upper Midwestern States of North Dakota, South Dakota, Minnesota, Iowa, Wisconsin, and Illinois (April); north-central Ohio (July); Mississippi, Alabama, and Virginia (Hurricane Camille in August); and Florida and Georgia (September). Severe floods in central and southern California were caused by three storms during January and February. At least 60 lives were lost. Homes and property were destroyed or damaged, by rainstorms, floods, and mudflows. Many floods approached or exceeded the maximum known. The severe flood damage was due partly to recent home construction in floodprone areas. The April floods in the upper Midwestern States of North Dakota, South Dakota, Minnesota, Iowa, Wisconsin, and Illinois were expected because of a large accumulation of snow containing as much as 8 inches of water. Flood-protection procedures, together with cool temperatures, had a mitigating effect on the flood. The floods were the largest since the late 1800's, and their recurrence intervals exceeded 50 years at many of the gaged sites. Estimates of flood damage were about $147 million. More than a million acres of rich agricultural land were inundated, thousands of culverts and bridges were washed out, 23,000 people were forced from their homes and 11 lives were lost in the six-State flood area. Intense rainstorms and wind with gusts as much as 100 miles per hour, July 4-5, caused record floods in north-central Ohio, July 4-8. The storm and floods left trees uprooted, more than $66 million in damage, and 41 deaths. In many places the floods were the largest of record. Together with the wind and rainstorm, the hydrologic conditions were among the most significant experienced in the area. Hurricane Camille was the most intense hurricane on record to enter the United States mainland. It struck the Mississippi-Alabama coast on August 18, with tidal waves as high as 25 feet above mean sea level and wind velocities more than 190 miles per hour. Tidal wave and flood damage was about $1.3 billion. In Mississippi the known dead totaled 139 and 76 other persons were missing. The hurricane intensity decreased as it moved inland until it merged with severe rainstorms over the Appalachian mountains. The intensified hurricane then caused record-breaking floods of streams in a 50-mile-wide area as it moved eastward from Sulphur Springs, W. Va., to Fredericksburg, Va. Total flood damage in Virginia exceeded $116 million. There were 113 known deaths, 102 injuries, and 39 people missing. A tropical storm that was nearly stationary over northwest Florida for about 48 hours, September 20-23 produced record rains and floods. Near Quincy, Fla., the total rainfall for the period exceeded 20 inches. On Little River near Quincy, the peak discharge was nearly twice the previous maximum of record and was three times that of a 50-year flood. Flood damage to agricultural lands, bridges, culverts, and roads was about $1.7 million.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2030","collaboration":"Prepared in cooperation with Federal, State, and local agencies","usgsCitation":"Reid, J., 1975, Summary of floods in the United States during 1969: U.S. Geological Survey Water Supply Paper 2030, Report: 173 p.; Preceding Publications, https://doi.org/10.3133/wsp2030.","productDescription":"Report: 173 p.; Preceding Publications","numberOfPages":"180","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":138152,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2030/report-thumb.jpg"},{"id":28856,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2030/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":48228,"text":"ofr741028 - 1975 - Hydrologic data processing system for Brazil","interactions":[],"lastModifiedDate":"2012-02-02T00:10:38","indexId":"ofr741028","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-1028","title":"Hydrologic data processing system for Brazil","language":"ENGLISH","doi":"10.3133/ofr741028","usgsCitation":"Edwards, M.D., 1975, Hydrologic data processing system for Brazil: U.S. Geological Survey Open-File Report 74-1028, 201 p. : ill. ; 28 cm., https://doi.org/10.3133/ofr741028.","productDescription":"201 p. : ill. ; 28 cm.","costCenters":[],"links":[{"id":172596,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db6072a0","contributors":{"authors":[{"text":"Edwards, Melvin D.","contributorId":94305,"corporation":false,"usgs":true,"family":"Edwards","given":"Melvin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":237002,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26431,"text":"wri7511 - 1975 - Flood-hazard study : 100-year flood stage for Apple Valley Dry Lake, San Bernardino County, California","interactions":[],"lastModifiedDate":"2018-10-30T12:49:00","indexId":"wri7511","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-11","title":"Flood-hazard study : 100-year flood stage for Apple Valley Dry Lake, San Bernardino County, California","docAbstract":"<p>A study of the flood hydrology of Apple Valley, Calif., was undertaken to develop the 100-year flood stage for Apple Valley dry lake. Synthetic hydrologic techniques were used because no adequate hydrologic or meteorologic data were available for the basin. The 100-year flood stage was estimated to be at an elevation of 2,909.0 feet (886.7 metres) above mean sea level.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7511","usgsCitation":"Busby, M., 1975, Flood-hazard study : 100-year flood stage for Apple Valley Dry Lake, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 75-11, iv, 40 p., https://doi.org/10.3133/wri7511.","productDescription":"iv, 40 p.","costCenters":[],"links":[{"id":358951,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0011/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158114,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0011/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Bernardino County","otherGeospatial":"Apple Valley Dry Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e74f5","contributors":{"authors":[{"text":"Busby, Mark W.","contributorId":83099,"corporation":false,"usgs":true,"family":"Busby","given":"Mark W.","affiliations":[],"preferred":false,"id":196380,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":39585,"text":"pp813B - 1975 - Summary appraisals of the nation's ground-water resources – Upper Mississippi region","interactions":[],"lastModifiedDate":"2021-12-14T22:13:49.686388","indexId":"pp813B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"813","chapter":"B","title":"Summary appraisals of the nation's ground-water resources – Upper Mississippi region","docAbstract":"<p>The Upper Mississippi Region in general is rich in water-surface water is plentiful, and ground water is a large, important, and manageable resource. Total potable water in storage in the outwash and alluvial aquifers of the Mississippi River valley and the subbasins is about 45,000 billion gallons. This is about 10 percent of the water in storage in Lake Ontario. Water in storage in other aquifers of the region is probably at least several times that in the outwash and alluvial aquifers. Estimated ground-water recharge in the subbasins is 23,000 million gallons per day.</p>\n<p>A comparison of ground-water withdrawals with estimated ground-water recharge suggests that the large ground-water resource of the region is not being fully utilized. Ground-water use by domestic, commercial, and rural interests is only 4 percent of recharge. Ground-water use (1965) by industry is only 3 percent of recharge.</p>\n<p>Water in the outwash and alluvial aquifers of much of the valley of the Mississippi River in and south of St. Paul, Minn. of the Illinois River, the Lower Minnesota River, the Wisconsin River, the Lower Black River, the Wapsipinicon River, the Lower Rock River, and the Upper Des Moines River can be considered a regional resource. In these areas the ground-water resources are of sufficient magnitude to satisfy more than just local needs. For example, under certain specified conditions, ground water in the above areas can supply approximately 20 million additional people. Factors other than water supply, of course, will be constraints on development in the region.</p>\n<p>Advances in techniques in ground-water hydrology during recent years have provided methods that the hydrologist and planner can use for planning and design of ground-water developments. Therefore, the planner can now resolve some of the development and management questions that historically have bred uncertainty when this part of the water resource was considered for development.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813B","usgsCitation":"Bloyd, R., 1975, Summary appraisals of the nation's ground-water resources – Upper Mississippi region: U.S. Geological Survey Professional Paper 813, iii, 22 p., https://doi.org/10.3133/pp813B.","productDescription":"iii, 22 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":392910,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5057.htm"},{"id":67169,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0813b/report.pdf","text":"Report","size":"7.07 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,{"id":47331,"text":"ofr75189 - 1975 - Generalized hydrologic map of Martha's Vineyard, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:10:45","indexId":"ofr75189","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-189","title":"Generalized hydrologic map of Martha's Vineyard, Massachusetts","language":"ENGLISH","doi":"10.3133/ofr75189","usgsCitation":"Kaye, C.A., 1975, Generalized hydrologic map of Martha's Vineyard, Massachusetts: U.S. Geological Survey Open-File Report 75-189, 1 map +1 text (5 leaves) pasted on 1 sheet., https://doi.org/10.3133/ofr75189.","productDescription":"1 map +1 text (5 leaves) pasted on 1 sheet.","costCenters":[],"links":[{"id":172037,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0189/report-thumb.jpg"},{"id":84273,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0189/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84274,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0189/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aee16","contributors":{"authors":[{"text":"Kaye, Clifford Alan","contributorId":43729,"corporation":false,"usgs":true,"family":"Kaye","given":"Clifford","email":"","middleInitial":"Alan","affiliations":[],"preferred":false,"id":235071,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38164,"text":"ofr75631 - 1975 - Plan of study of the hydrology of the Madison Limestone and associated rocks in Montana, Nebraska, North Dakota, South Dakota, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:09:50","indexId":"ofr75631","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-631","title":"Plan of study of the hydrology of the Madison Limestone and associated rocks in Montana, Nebraska, North Dakota, South Dakota, and Wyoming","docAbstract":"A major part of the United States ' coal reserves is in the Fort Union coal region of the Northern Great Plains. Large-scale development of these reserves would place a heavy demand on the area 's limited water resources. Surface water is poorly distributed in time and space. Its use for coal development in parts of the area would require storage reservoirs and distribution systems, whereas in the rest of the area surface water is fully appropriated and its use would deprive present users of their supply. Preliminary studies by the U.S. Geological Survey and State agencies in Wyoming, Montana, and South Dakota indicate that the Madison Limestone and associated rocks might provide a significant percentage of the total water requirements for coal development. This report briefly summarized the present knowledge of the geohydrology of the Madison and associated rocks, identifies the need for additional data, and outlines a 5-year plan for a comprehensive study of the hydrology of these rocks. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr75631","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Plan of study of the hydrology of the Madison Limestone and associated rocks in Montana, Nebraska, North Dakota, South Dakota, and Wyoming: U.S. Geological Survey Open-File Report 75-631, ii, 35 p. :5 maps ;27 cm.; (44 p. - PGS), https://doi.org/10.3133/ofr75631.","productDescription":"ii, 35 p. :5 maps ;27 cm.; (44 p. - PGS)","costCenters":[],"links":[{"id":165679,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0631/report-thumb.jpg"},{"id":64465,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0631/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64466,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0631/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64467,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0631/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db6855e6","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":529834,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68498,"text":"ha513 - 1975 - Ground-water levels on Boston peninsula, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha513","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"513","title":"Ground-water levels on Boston peninsula, Massachusetts","language":"ENGLISH","doi":"10.3133/ha513","usgsCitation":"Cotton, J.E., and Delaney, D.F., 1975, Ground-water levels on Boston peninsula, Massachusetts: U.S. Geological Survey Hydrologic Atlas 513, 4 maps :col. ;93 x 108 fold. in envelope 30 x 24 cm., https://doi.org/10.3133/ha513.","productDescription":"4 maps :col. ;93 x 108 fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":185979,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90059,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/513/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90060,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/513/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90061,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/513/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90062,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/513/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"6000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.10111111111111,42.31805555555556 ], [ -71.10111111111111,42.38361111111111 ], [ -71.05,42.38361111111111 ], [ -71.05,42.31805555555556 ], [ -71.10111111111111,42.31805555555556 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6674a5","contributors":{"authors":[{"text":"Cotton, John E.","contributorId":99106,"corporation":false,"usgs":true,"family":"Cotton","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":278331,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Delaney, David F.","contributorId":41797,"corporation":false,"usgs":false,"family":"Delaney","given":"David","email":"","middleInitial":"F.","affiliations":[{"id":27261,"text":"U.S. Army Construction Engineering Research Laboratory, Champaig","active":true,"usgs":false}],"preferred":false,"id":278330,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68649,"text":"ha552 - 1975 - Water resources of the Cedar River watershed, southeastern Minnesota","interactions":[{"subject":{"id":44063,"text":"ofr74191 - 1974 - Water resources of the Cedar River watershed, southeastern Minnesota","indexId":"ofr74191","publicationYear":"1974","noYear":false,"title":"Water resources of the Cedar River watershed, southeastern Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":68649,"text":"ha552 - 1975 - Water resources of the Cedar River watershed, southeastern Minnesota","indexId":"ha552","publicationYear":"1975","noYear":false,"title":"Water resources of the Cedar River watershed, southeastern Minnesota"},"id":1}],"lastModifiedDate":"2018-03-12T11:05:22","indexId":"ha552","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"552","title":"Water resources of the Cedar River watershed, southeastern Minnesota","docAbstract":"<p>The Cedar River Watershed Unit (as established by the states of Minnesota) consists of 1,204 square miles (3,118 square kilometres) of flat or gently undulating plain.</p>\n<p>The watershed is drained by the Cedar River and several smaller streams that flow south into Iowa and eventually into the Mississippi River.</p>\n<p>Its easternmost neck is part of a broad, flat, well-drained plain, covered by a thin sheet of glacial drift. Sinkholes have formed in the near surface carbonate bedrock, and a karst topography is developing. Farther north, along the east boundary, the drift is more than 200 feet (61 m) thick, and the land surface reaches altitudes of more than 1,450 feet (442 m) &ndash; the highest area in southeastern Minnesota. In the central part of the watershed in the southern flood plain of the Cedar River, the drift is less than 100 feet (30 m) thick, and the land surface altitude is less than 1,140 feet (347 m). The western part is dominated by a terminal moraine of the last Wisconsin glacier. Here the drift is more than 300 feet (91 m) thick, is poorly drained, and has numerous lakes.</p>\n<p>The watershed is mostly prairie and is well suited for farming, which is the dominant economic activity.</p>\n<p>Topographic quadrangle maps published by the U.S. Geological Survey are available for the entire watershed.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha552","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources, Division of Waters, Soils, and Minerals","usgsCitation":"Farrell, D., Broussard, W., Anderson, H.W., and Hult, M.F., 1975, Water resources of the Cedar River watershed, southeastern Minnesota: U.S. Geological Survey Hydrologic Atlas 552, 3 Plates: 51.50 x 36.50 inches or smaller, https://doi.org/10.3133/ha552.","productDescription":"3 Plates: 51.50 x 36.50 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota 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,{"id":68655,"text":"ha548 - 1975 - Water resources of the Root River watershed, southeastern Minnesota","interactions":[],"lastModifiedDate":"2018-03-05T11:30:19","indexId":"ha548","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"548","title":"Water resources of the Root River watershed, southeastern Minnesota","docAbstract":"<p>This Hydrologic Atlas is one of a series describing the 39 watersheds in Minnesota. The Root River watershed includes Houston, Winona, and parts of the surrounding counties. The 2 ,570 square miles in the watershed varies from gently rolling prairie in the west to an area of plateaus separated by valleys deeply incised into bedrock in the north and east. The average annual water budget for 30 years shows 29.5 inches of precipitation, 7.2 inches of surface runoff, and 22.3 inches of evapotranspiration. Water use in millions of gallons for 1970 was established at 7,310 of ground water and 6,700 of surface water. Domestic supplies accounted for less than one fourth and thermoelectric power for about one half of the total use. All 33 municipalities use ground water from bedrock aquifers, and 21 of those obtain at least part of their supply from the Prairie du Chien-Jordan aquifer. Many private domestic wells are completed in a shallow limestone aquifer. The ground-water system is recharged primarily by infiltrating precipitation in upland areas Ground-water movement is indicated by water-table and potentiometric maps and section diagrams. Water from bedrock and glacial aquifers generally is of acceptable quality for domestic use, dissolved solids generally less than 400 mg/liter very hard , and locally high iron content. The Mount Simon-Red clastics aquifer is locally saline. Runoff is greatest during the spring when snowmelt occurs and the soils are generally saturated.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha548","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources, Division of Waters, Soils, and Minerals","usgsCitation":"Broussard, W., Farrell, D., Anderson, H.W., and Felsheim, P., 1975, Water resources of the Root River watershed, southeastern Minnesota: U.S. Geological Survey Hydrologic Atlas 548, 3 Plates: 52.25 x 38.50 inches or smaller, https://doi.org/10.3133/ha548.","productDescription":"3 Plates: 52.25 x 38.50 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":189896,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90353,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/548/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90354,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/548/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90355,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/548/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Minnesota","otherGeospatial":"Root River watershed","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -91.92192077636719,\n              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