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,{"id":67936,"text":"ha59 - 1962 - Floods at Mount Clemens, Michigan","interactions":[],"lastModifiedDate":"2017-02-06T16:09:17","indexId":"ha59","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"59","title":"Floods at Mount Clemens, Michigan","docAbstract":"<p>The approximate areas inundated during the flood of April 5-6, 1947, by Clinton River, North Branch and Middle Branch of Clinton River, and Harrington Drain, in Clinton Township, Macomb County, Mich., are shown on a topographic map base to record the flood hazard in graphical form. The flood of April 1947 is the highest known since 1934 and probably since 1902. Greater floods are possible, but no attempt was made to define their probable overflow limits.</p><p>The Clinton River Cut-Off Canal, a flood-relief channel which diverts flow directly into Lake St. Clair from a point about 1500 feet downstream from Gratiot Avenue (about 9 miles upstream from the mouth) has been in operation since October 1951. The approximate limits of overflow that would results from a flood equivalent in discharge to that of April 1947, and occurring with the Cut-Off Canal in operation, are also shown. Although the Cut-Off Canal may reduce the frequency and depth of flooding it will not necessarily eliminate future flooding in the area. Improvements and additions to the drainage systems in the basin, expanding urbanization, new highways, and other cultural changes may influence the inundation pattern of future floods.</p><p>The preparation of this flood inundation map was financed through a cooperative agreement between Clinton Township, Macomb County, Mich., and the U.S. Geological Survey.</p><p>Backwater curves used to define the profile for a hypothetical flood on the Clinton River downstream from Moravian Drive, equivalent in discharge to the 1947 flood, but occurring with the present Cut-Off Canal in operation; flood stage established at the gaging station on Clinton River at Mount Clemens; and supplementary floodmark elevations were furnished by the Corps of Engineers.</p><p>Bench-mark elevations and field survey data, used in the analysis of floods on Harrington Drain, were furnished by the Macomb County Drain Commission.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/ha59","collaboration":"Prepared in cooperation with Clinton Township, Macomb County, Michigan","usgsCitation":"Wiitala, S., and Ash, A.D., 1962, Floods at Mount Clemens, Michigan: U.S. Geological Survey Hydrologic Atlas 59, Plate: 35.5 x 31.0 inches, https://doi.org/10.3133/ha59.","productDescription":"Plate: 35.5 x 31.0 inches","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":188156,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89137,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/059/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"8000","country":"United States","state":"Michigan","city":"Mount Clemens","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.973611,\n              42.626389\n            ],\n            [\n              -82.858333,\n              42.626389\n            ],\n            [\n              -82.858333,\n              42.622222\n            ],\n            [\n              -82.861667,\n              42.622222\n            ],\n            [\n              -82.865278,\n              42.541111\n            ],\n            [\n              -82.973611,\n              42.541111\n            ],\n            [\n              -82.973611,\n              42.626389\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e71ab","contributors":{"authors":[{"text":"Wiitala, S.W.","contributorId":41806,"corporation":false,"usgs":true,"family":"Wiitala","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":277352,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ash, Arlington D.","contributorId":65546,"corporation":false,"usgs":true,"family":"Ash","given":"Arlington","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":277353,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":52279,"text":"ofr62121 - 1962 - Portrayal of drainage and vegetation on topographic maps","interactions":[],"lastModifiedDate":"2025-06-05T17:18:03.062958","indexId":"ofr62121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"62-121","title":"Portrayal of drainage and vegetation on topographic maps","docAbstract":"<p>Accurate measurements of drainage networks are necessary for studies in many scientific disciplines, especially hydrology. To this end, topographic maps must show accurate classification as well as a consistent pattern of the stream network.</p><p>A recent study in Georgia has developed two photo-interpretive keys which permit accurate drainage classification during the normal stereo-compilation procedures in map-making. The study was made in the Tired Creek basin in the Coastal Plain, and in the Yellow River basin in the Piedmont Province.</p><p>In the Tired Creek basin, the perennial stream channels were associated with blackgum swamps which showed as a characteristic pattern on the aerial photographs of the area. Although the areas were classed as evergreen forest on specially-compiled vegetation maps without field checking, the classification was relatively consistent, indicating that the perennial channels could be identified accurately within the basin.</p><p>In the Yellow River basin origins of perennial flow were found in valleys having concave-upward profiles. Valleys with convex-upward profiles remained ephemeral up to their juncture with a larger stream. Field checks indicated better than 80 percent accuracy in delineating these points of origin of perennial flow through stereoscopic viewing of the aerial photographs of the area. Vegetative difference above and below the origins of perennial flow were to subtle to be readily discerned on the photographs. Errors in classifying vegetation on special maps were attributed mainly to inexperience and to faulty criteria for for classification.</p><p>Proposals are presented to improve portrayal of both drainage and vegetation on topographic maps. The proposed drainage criteria suggest portrayal of all perennial streams as well as ephemeral drainage below the first branching. The proposed vegetation criteria suggest classification of forest and shrubs, with further sub-division of distinctive patterns of vegetation easily recognized on the aerial photographs.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr62121","usgsCitation":"Schneider, W., and Goodlett, J.C., 1962, Portrayal of drainage and vegetation on topographic maps: U.S. Geological Survey Open-File Report 62-121, 63 p., https://doi.org/10.3133/ofr62121.","productDescription":"63 p.","costCenters":[],"links":[{"id":489702,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1962/0121/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":178825,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1962/0121/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696f11","contributors":{"authors":[{"text":"Schneider, W.J.","contributorId":32963,"corporation":false,"usgs":true,"family":"Schneider","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":245074,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goodlett, J. C.","contributorId":98771,"corporation":false,"usgs":true,"family":"Goodlett","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":245075,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":52282,"text":"ofr62129 - 1962 - Geologic and hydrologic data relating to disposal of waste in crystalline rocks, Georgia Nuclear Laboratory, Dawson County, Georgia","interactions":[],"lastModifiedDate":"2016-12-09T11:15:11","indexId":"ofr62129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"62-129","title":"Geologic and hydrologic data relating to disposal of waste in crystalline rocks, Georgia Nuclear Laboratory, Dawson County, Georgia","language":"ENGLISH","doi":"10.3133/ofr62129","usgsCitation":"Stewart, J.W., and Blanchard, H., 1962, Geologic and hydrologic data relating to disposal of waste in crystalline rocks, Georgia Nuclear Laboratory, Dawson County, Georgia: U.S. Geological Survey Open-File Report 62-129, 149 p., https://doi.org/10.3133/ofr62129.","productDescription":"149 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":178828,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Georgia","county":"Dawson County","otherGeospatial":"Georgia Nuclear 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W.","contributorId":72774,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":245080,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blanchard, H.E.","contributorId":23181,"corporation":false,"usgs":true,"family":"Blanchard","given":"H.E.","affiliations":[],"preferred":false,"id":245079,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68233,"text":"ha58 - 1962 - Emergency water supplies in the Wichita area, Kansas","interactions":[],"lastModifiedDate":"2012-10-30T16:17:44","indexId":"ha58","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"58","title":"Emergency water supplies in the Wichita area, Kansas","language":"ENGLISH","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha58","usgsCitation":"Lane, C.W., Reavis, E., and Stramel, G.J., 1962, Emergency water supplies in the Wichita area, Kansas: U.S. Geological Survey Hydrologic Atlas 58, 36 p.; 2 col. maps on one sheet: 32 x 42 inches, https://doi.org/10.3133/ha58.","productDescription":"36 p.; 2 col. maps on one sheet: 32 x 42 inches","costCenters":[],"links":[{"id":262850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/058/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":190296,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/058/report-thumb.jpg"},{"id":89610,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/058/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -98,37 ], [ -98,38.25 ], [ -96.5,38.25 ], [ -96.5,37 ], [ -98,37 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dd7b","contributors":{"authors":[{"text":"Lane, Charles W.","contributorId":103526,"corporation":false,"usgs":true,"family":"Lane","given":"Charles","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277887,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reavis, E.L.","contributorId":70246,"corporation":false,"usgs":true,"family":"Reavis","given":"E.L.","email":"","affiliations":[],"preferred":false,"id":277885,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stramel, Gilbert J.","contributorId":95327,"corporation":false,"usgs":true,"family":"Stramel","given":"Gilbert","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":277886,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":71759,"text":"tei805 - 1962 - Geology and ground-water hydrology of the Atlantic and Gulf coastal plain as related to disposal of radioactive wastes","interactions":[],"lastModifiedDate":"2012-02-02T00:13:52","indexId":"tei805","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":337,"text":"Trace Elements Investigations","code":"TEI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"805","title":"Geology and ground-water hydrology of the Atlantic and Gulf coastal plain as related to disposal of radioactive wastes","language":"ENGLISH","doi":"10.3133/tei805","usgsCitation":"LeGrand, H.E., 1962, Geology and ground-water hydrology of the Atlantic and Gulf coastal plain as related to disposal of radioactive wastes: U.S. Geological Survey Trace Elements Investigations 805, 170 p., 33 fig. 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,{"id":68389,"text":"ha54 - 1962 - Floods at Fremont, California","interactions":[],"lastModifiedDate":"2012-02-10T00:11:27","indexId":"ha54","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"54","title":"Floods at Fremont, California","language":"ENGLISH","doi":"10.3133/ha54","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1962, Floods at Fremont, California: U.S. Geological Survey Hydrologic Atlas 54, 1 map :col. ;82 x 112 cm. folded in envelope 30 x 24 cm.  (Contour interval 5, 20, and 40 feet.  33 by 44 inches), https://doi.org/10.3133/ha54.","productDescription":"1 map :col. ;82 x 112 cm. folded in envelope 30 x 24 cm.  (Contour interval 5, 20, and 40 feet.  33 by 44 inches)","costCenters":[],"links":[{"id":185618,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89889,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/054/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122.16666666666667,37.5 ], [ -122.16666666666667,37.6175 ], [ -121.95083333333334,37.6175 ], [ -121.95083333333334,37.5 ], [ -122.16666666666667,37.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7269","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":534506,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68070,"text":"ha36 - 1962 - Availability of ground water in Breathitt, Floyd, Harlan, Knott, Letcher, Martin, Magoffin, Perry, and Pike Counties, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:13:36","indexId":"ha36","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"36","title":"Availability of ground water in Breathitt, Floyd, Harlan, Knott, Letcher, Martin, Magoffin, Perry, and Pike Counties, Kentucky","language":"ENGLISH","doi":"10.3133/ha36","usgsCitation":"Price, W.E., Kilburn, C., and Mull, D.S., 1962, Availability of ground water in Breathitt, Floyd, Harlan, Knott, Letcher, Martin, Magoffin, Perry, and Pike Counties, Kentucky: U.S. Geological Survey Hydrologic Atlas 36, 3 col. maps ;64 x 68 cm. (Sheet 1 and 2, 28 by 35; sheet 3 25 by 28), https://doi.org/10.3133/ha36.","productDescription":"3 col. maps ;64 x 68 cm. (Sheet 1 and 2, 28 by 35; sheet 3 25 by 28)","costCenters":[],"links":[{"id":187830,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":91787,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/036/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91788,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/036/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91789,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/036/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667302","contributors":{"authors":[{"text":"Price, William Evans Jr.","contributorId":31470,"corporation":false,"usgs":true,"family":"Price","given":"William","suffix":"Jr.","email":"","middleInitial":"Evans","affiliations":[],"preferred":false,"id":277600,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kilburn, Chabot","contributorId":83499,"corporation":false,"usgs":true,"family":"Kilburn","given":"Chabot","email":"","affiliations":[],"preferred":false,"id":277602,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mull, D. S.","contributorId":43331,"corporation":false,"usgs":true,"family":"Mull","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":277601,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57722,"text":"ofr62161 - 1962 - Geologic and hydrologic aspects of test-well drilling","interactions":[],"lastModifiedDate":"2012-02-02T00:12:12","indexId":"ofr62161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"62-161","title":"Geologic and hydrologic aspects of test-well drilling","language":"ENGLISH","doi":"10.3133/ofr62161","usgsCitation":"Johnson, P.W., White, N.D., and Page, H.G., 1962, Geologic and hydrologic aspects of test-well drilling: U.S. Geological Survey Open-File Report 62-161, vi, 112 p. : ill. ; 27 cm., https://doi.org/10.3133/ofr62161.","productDescription":"vi, 112 p. : ill. ; 27 cm.","costCenters":[],"links":[{"id":184242,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8242","contributors":{"authors":[{"text":"Johnson, Phillip W.","contributorId":27422,"corporation":false,"usgs":true,"family":"Johnson","given":"Phillip","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":257638,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, Natalie D.","contributorId":97064,"corporation":false,"usgs":true,"family":"White","given":"Natalie","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":257640,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Page, Harry G.","contributorId":62203,"corporation":false,"usgs":true,"family":"Page","given":"Harry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":257639,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68390,"text":"ha57 - 1962 - Floods at Harrisburg, Pennsylvania","interactions":[],"lastModifiedDate":"2012-02-10T00:11:27","indexId":"ha57","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"57","title":"Floods at Harrisburg, Pennsylvania","language":"ENGLISH","doi":"10.3133/ha57","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1962, Floods at Harrisburg, Pennsylvania: U.S. Geological Survey Hydrologic Atlas 57, 1 map :col. ;63 x 68 cm. on sheet 79 x 99 cm. folded to 27 x 21 cm.  (Contour interval 20 feet.  31 by 40 inches.), https://doi.org/10.3133/ha57.","productDescription":"1 map :col. ;63 x 68 cm. on sheet 79 x 99 cm. folded to 27 x 21 cm.  (Contour interval 20 feet.  31 by 40 inches.)","costCenters":[],"links":[{"id":185619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89890,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/057/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"680","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -77,40.166666666666664 ], [ -77,40.33444444444444 ], [ -76.75,40.33444444444444 ], [ -76.75,40.166666666666664 ], [ -77,40.166666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7284","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":534507,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2481,"text":"wsp1539E - 1962 - Ground-water geology and hydrology of the Maynard area, Massachusetts","interactions":[{"subject":{"id":56085,"text":"ofr5788 - 1957 - Ground-water conditions, Maynard Ordnance Test Station and vicinity, Sudbury, Massachusetts","indexId":"ofr5788","publicationYear":"1957","noYear":false,"title":"Ground-water conditions, Maynard Ordnance Test Station and vicinity, Sudbury, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":2481,"text":"wsp1539E - 1962 - Ground-water geology and hydrology of the Maynard area, Massachusetts","indexId":"wsp1539E","publicationYear":"1962","noYear":false,"chapter":"E","title":"Ground-water geology and hydrology of the Maynard area, Massachusetts"},"id":1}],"lastModifiedDate":"2023-10-30T22:00:02.423038","indexId":"wsp1539E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1539","chapter":"E","title":"Ground-water geology and hydrology of the Maynard area, Massachusetts","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1539E","usgsCitation":"Perlmutter, N., 1962, Ground-water geology and hydrology of the Maynard area, Massachusetts: U.S. Geological Survey Water Supply Paper 1539, Report: iv, 69 p.; 4 Plates: 28.50 x 15.98 inches or smaller, https://doi.org/10.3133/wsp1539E.","productDescription":"Report: iv, 69 p.; 4 Plates: 28.50 x 15.98 inches or smaller","costCenters":[],"links":[{"id":109975,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24728.htm","linkFileType":{"id":5,"text":"html"},"description":"24728"},{"id":28574,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539e/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28573,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539e/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28572,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28571,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1539e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28575,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1539e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138765,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1539e/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Maynard area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -71.5,\n              42.5\n            ],\n            [\n              -71.5,\n              42.375\n            ],\n            [\n              -71.38630924839453,\n              42.375\n            ],\n            [\n              -71.38630924839453,\n              42.5\n            ],\n            [\n              -71.5,\n              42.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668e19","contributors":{"authors":[{"text":"Perlmutter, Nathaniel M.","contributorId":32139,"corporation":false,"usgs":true,"family":"Perlmutter","given":"Nathaniel M.","affiliations":[],"preferred":false,"id":145266,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3441,"text":"cir472 - 1962 - Current studies of the hydrology of prairie potholes","interactions":[],"lastModifiedDate":"2018-03-16T14:18:10","indexId":"cir472","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"472","title":"Current studies of the hydrology of prairie potholes","docAbstract":"<p>The prairie potholes in the North-Central States and in Canada are of glacial origin. Because many of them contain ponds or marshes, they are important in the production of livestock and waterfowl. The objective of the present investigation is to determine the amount of water that accumulates in and is used in the potholes in their natural environment.</p><p>Two study areas were selected in North Dakota, and construction of gaging facilities was completed in 1960. Each study area contains four potholes. Three of the potholes for each area contain dense growths of aquatic vegetation, and one is clear of aquatic vegetation. The instruments to provide the basic data for computing water losses include: water-stage recorder, water-temperature recorder, rain gage, anemometer, and hygrothermograph. Observations will also be made of ground-water levels, rate of growth and type of vegetation, and quality of water.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir472","usgsCitation":"Shjeflo, J.B., 1962, Current studies of the hydrology of prairie potholes: U.S. Geological Survey Circular 472, iii, 11 p., https://doi.org/10.3133/cir472.","productDescription":"iii, 11 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":30456,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1962/0472/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124419,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1962/0472/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e5f8","contributors":{"authors":[{"text":"Shjeflo, Jelmer B.","contributorId":27428,"corporation":false,"usgs":true,"family":"Shjeflo","given":"Jelmer","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146921,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3197,"text":"wsp1544B - 1962 - An application of thermometry to the study of ground water","interactions":[],"lastModifiedDate":"2018-04-02T10:17:13","indexId":"wsp1544B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1544","chapter":"B","title":"An application of thermometry to the study of ground water","docAbstract":"<p>Except for studies of temperature data related to ground-water developments that induce infiltration from streams, little attention has been given to the possibility of using temperature fluctuations as a tool for studying the elements of the hydrologic cycle involving ground water.</p>\n<p>The temperature of the water discharged from large installations that induce river infiltration through alluvial deposits depends primarily on the following factors: (a) the porosity of the aquifer, (b) the specific heat of the rocks or mineral grains making it up, (c) the temperature of the ground water in storage, (d) the temperature of the river water, and (e) the amount of mixing that occurs as a result of pumping. In six installations of this type, where the annual rivertemperature fluctuations ranged from 44&deg; to 52&deg;F, the average range in groundwater temperature was 22 &deg;F. The cycles of ground-water temperature lagged behind the river-temperature cycles by 1 to 5<sup>1</sup>/<sub>2</sub> months. Under the conditions that existed, the lag of the minima of the cycles was much greater than that of the maxima, largely because of variations in pumpage and of the effect of viscosity differences on the rate of flow.</p>\n<p>An experimental study was made at Worthington in southwestern Minnesota to determine whether temperature fluctuations could be used to study rates and directions of ground-water movement or to evaluate recharge conditions. Three shallow glacial-outwash aquifers were studied by measuring temperatures at approximately monthly intervals in three municipal-supply wells whose average yields were about 60 to 150 gpm (gallons per minute). Temperatures were read with an accuracy of 0.01&deg; to 0.02&deg;C, and the data were analyzed graphically and correlated in detail with lake levels, lake temperatures, precipitation, and groundwater levels.</p>\n<p>Thermographs for 2 wells, 1 completed in a semiconfined aquifer about 200 feet from Okabena Lake and the other in a water-table aquifer about 850 feet from the lake, indicate that pumping induces water to move from the lake into the aquifers. A larger percentage of cold lake water was mixed with ground water from January to March 1958 than from January to March 1959. On the assumption that the cold or warm lake water was a distinct mass, the average time required for water to move from the lake to the well 200 feet away, under the prevailing hydraulic gradient, was 2 to 4 months; and to the well 850 feet away, 5 to 7 months.</p>\n<p>The thermograph for a well 1,800 feet from the lake, completed in an artesian aquifer that is confined by relatively impervious glacial till, indicates that the till acts as an insulating medium. However, despite the apparently low permeability of the till, the thermograph suggests that the lowering of artesian pressure, which results from pumping, induces warmer water to move downward through the till.</p>\n<p>The infiltration of relatively warm spring and summer rainfall can be detected on the thermographs of all the wells.</p>\n<p>The precise measurement of fluctuations in ground-water temperature, based on monthly readings in shallow glacial-outwash aquifers (up to about 70 feet deep), is useful in the study of ground-water movement and recharge. In addition to the study of natural phenomena in the hydrologic cycle, thermometry may be used as a tool in making detailed studies of (1) the effects of inducing the infiltration of surface water, (2) artificial recharge, (3) the effects of injecting petroleum products or radioactive or other wastes into the ground, and (4) ground-water movement in mines.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1544B","collaboration":"Prepared in cooperation with the Division of Waters, Minnesota Department of Conservation","usgsCitation":"Schneider, R., 1962, An application of thermometry to the study of ground water: U.S. Geological Survey Water Supply Paper 1544, Document: iii, 16 p.; 2 Plates: 16 x 12 inches and 16 x 17 inches, https://doi.org/10.3133/wsp1544B.","productDescription":"Document: iii, 16 p.; 2 Plates: 16 x 12 inches and 16 x 17 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":30184,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1544b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":30182,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1544b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":30183,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1544b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1544b/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68571e","contributors":{"authors":[{"text":"Schneider, Robert","contributorId":102460,"corporation":false,"usgs":true,"family":"Schneider","given":"Robert","email":"","affiliations":[],"preferred":false,"id":146417,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1190,"text":"wsp1475J - 1962 - Ground water in the Wupatki and Sunset Crater National Monuments, Coconino County, Arizona","interactions":[{"subject":{"id":51815,"text":"ofr5531 - 1955 - Ground water in the Wupatki and Sunset Crater National Monuments, Coconino County, Arizona","indexId":"ofr5531","publicationYear":"1955","noYear":false,"title":"Ground water in the Wupatki and Sunset Crater National Monuments, Coconino County, Arizona"},"predicate":"SUPERSEDED_BY","object":{"id":1190,"text":"wsp1475J - 1962 - Ground water in the Wupatki and Sunset Crater National Monuments, Coconino County, Arizona","indexId":"wsp1475J","publicationYear":"1962","noYear":false,"chapter":"J","title":"Ground water in the Wupatki and Sunset Crater National Monuments, Coconino County, Arizona"},"id":1}],"lastModifiedDate":"2024-01-10T21:22:09.485848","indexId":"wsp1475J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1962","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":"1475","chapter":"J","title":"Ground water in the Wupatki and Sunset Crater National Monuments, Coconino County, Arizona","docAbstract":"The Wupatki and Sunset Crater National Monuments are 15 and 30 miles, respectively, northeast of Flagstaff on the San Francisco Plateau. They are in the eastern part of the San Francisco volcanic field and on the southwest flank of the Black Mesa basin. The Supai formation, Coconino sandstone, Kaibab limestone, Moenkopi formation, and Chinle formation are overlain in parts of the area by volcanic rocks and alluvium. The regional water table occurs chiefly in the Coconino sandstone at altitudes of about 5,000 feet at Sunset Crater, about 4,075 feet near Wupatki Ruin, and about 4,100 feet near Citadel Ruin. The general movement of the ground water is northeastward. Small supplies of perched water occur in the Moenkopi formation and in the alluvium, and perched water may be present locally in the volcanic rocks. The results of the field investigation indicated that adequate ground-water supplies were available from the Coconino sandstone to meet the needs of the National Monuments, and a well was drilled at the Wupatki Monument headquarters in 1958 to a total depth of 904 feet. It produced 50 gpm (gallons per minute) of water with 45 feet of drawdown from a static water level of 780 feet below land surface.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology of the Public Domain","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1475J","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Cosner, O.J., 1962, Ground water in the Wupatki and Sunset Crater National Monuments, Coconino County, Arizona: U.S. Geological Survey Water Supply Paper 1475, Report: iv, 15 p.; 2 Plates: 29.25 x 30.88 inches and 14.80 x 9.90 inches, https://doi.org/10.3133/wsp1475J.","productDescription":"Report: iv, 15 p.; 2 Plates: 29.25 x 30.88 inches and 14.80 x 9.90 inches","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":424287,"rank":5,"type":{"id":36,"text":"NGMDB Index 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