{"pageNumber":"1857","pageRowStart":"46400","pageSize":"25","recordCount":46593,"records":[{"id":5224399,"text":"5224399 - 1949 - Populations and home range relationships of the box turtle, Terrapene carolina (Linnaeus)","interactions":[],"lastModifiedDate":"2012-02-02T00:15:29","indexId":"5224399","displayToPublicDate":"2010-06-16T12:18:16","publicationYear":"1949","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1397,"text":"Dissertation Abstracts International","active":true,"publicationSubtype":{"id":10}},"title":"Populations and home range relationships of the box turtle, Terrapene carolina (Linnaeus)","docAbstract":"A population study of Terrapene carolina (Linnaeus) was made at the Patuxent Research Refuge, Maryland, from 1944 to 1947.         A thirty acre area in bottomland forest was selected for intensive study.  Turtles were marked by filing notches in marginal scutes according to a code.        Turtles make extensive use of brushy shelter during the day as well.as at night.  Gully banks and woods openings are used for sunning.       Nights are usually spent in a 'form,' constructed by the turtle in leaves, debris, or earth.  A form may be used once or it may be used repeatedly by the same or different turtles.       Weather conditions most favorable to turtle activity are high humidity, warm sunny days, and frequent rains.  Periods of activity are alternated with periods of quiet, even in favorable weather.       There is no evidence for territorialism. Ranges of turtles of all ages and both sexes overlap grossly. Turtles are frequently found near each other but no antagonistic behavior has been observed.      Adult turtles occupy specific home ranges which they maintain from year to year.  Turtles retained their ranges even though a flood that completely covered the study area.       Maximum home range diameters were determined by measurements of the mapped ranges of individual turtles.  There was no significant difference between sizes of male and female ranges: males 33O+ 26 feet, females 37O+29 feet.       A trail-laying device was used in following travel routes for 456 turtle days.  Normal movements within the home range are characterized by (1) turns, doublings, detours, and criss-crossing paths, (2) interspersion of fairly direct traverses of the home  range, (3) frequently repeated travels over certain routes.       Maximum limits of the home range are ordinarily reached within a few days or weeks, although some turtles cover only one portion of the range at a time.       Some turtles have two home ranges. One of these turtles was followed with a trailer for 161 days in 1946 and 1947.       Trips outside the home range are made by females for egg laying.  Trips of unexplained nature are made by both males and females.  Turtles from other areas are occasional transients through the study plot.       Standardized census trips provided data for estimating the size of the population.  Census data were taken after females had returned from egg laying.  The samples were spaced at intervals of a week or more to allow free movement of turtles over their ranges and assure more nearly equal availability of all turtles.       These standard samples were compared by a collection ratio.  Assumptions involved in the use of this ratio are discussed.  Correction factors were applied to make allowance for turtles whose ranges.were partly inside and partly outside the study area, and for transient turtles.  A second estimate, on the basis of the entire season's collecting, gave closely comparable results.       The population of the study area is estimated to be between four and five turtles per acre, with juveniles constituting less than ten per cent of the total.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Dissertation Abstracts International","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","collaboration":"Accession No:  AAG0001177    OCLC:  45474468 ; Later published in Ecological Monographs v. 20, 1950, p. 351-378.","usgsCitation":"Stickel, L., 1949, Populations and home range relationships of the box turtle, Terrapene carolina (Linnaeus): Dissertation Abstracts International, v. 9, no. 2.","productDescription":"195 (abstract)","startPage":"195","numberOfPages":"195","costCenters":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":202325,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"9","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683d2b","contributors":{"authors":[{"text":"Stickel, L.F.","contributorId":41095,"corporation":false,"usgs":true,"family":"Stickel","given":"L.F.","email":"","affiliations":[],"preferred":false,"id":341559,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51991,"text":"ofr4954 - 1949 - Ground-water data collected in Kansas on the Almena, Bostwick, Cedar Bluff, Glen Elder, Kanopolis, Webster, and Wilson Units in the Missouri River Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:11:35","indexId":"ofr4954","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"49-54","title":"Ground-water data collected in Kansas on the Almena, Bostwick, Cedar Bluff, Glen Elder, Kanopolis, Webster, and Wilson Units in the Missouri River Basin","language":"ENGLISH","doi":"10.3133/ofr4954","usgsCitation":"Berry, D., 1949, Ground-water data collected in Kansas on the Almena, Bostwick, Cedar Bluff, Glen Elder, Kanopolis, Webster, and Wilson Units in the Missouri River Basin: U.S. Geological Survey Open-File Report 49-54, 188 p., https://doi.org/10.3133/ofr4954.","productDescription":"188 p.","costCenters":[],"links":[{"id":177530,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d052","contributors":{"authors":[{"text":"Berry, D.W.","contributorId":24842,"corporation":false,"usgs":true,"family":"Berry","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":244624,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":52039,"text":"ofr49101 - 1949 - Ground-water levels and chloride-content data for townships of Riverhead and Southold, Suffolk County, New York","interactions":[],"lastModifiedDate":"2020-06-12T17:47:19.624529","indexId":"ofr49101","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"49-101","title":"Ground-water levels and chloride-content data for townships of Riverhead and Southold, Suffolk County, New York","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr49101","usgsCitation":"Roberts, C., 1949, Ground-water levels and chloride-content data for townships of Riverhead and Southold, Suffolk County, New York: U.S. Geological Survey Open-File Report 49-101, Report: 16 p., 1 Plate: 20.05 x 6.88 inches, https://doi.org/10.3133/ofr49101.","productDescription":"Report: 16 p., 1 Plate: 20.05 x 6.88 inches","costCenters":[],"links":[{"id":375565,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1949/0101/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":179577,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1949/0101/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Suffolk County","otherGeospatial":"Riverhead, Southold","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.63861083984375,\n              40.91351257612758\n            ],\n            [\n              -73.6358642578125,\n              40.91351257612758\n            ],\n            [\n              -73.6358642578125,\n              40.94256444133327\n            ],\n            [\n              -73.63861083984375,\n              40.94256444133327\n            ],\n            [\n              -73.63861083984375,\n              40.91351257612758\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.78692626953125,\n              40.87406461663041\n            ],\n            [\n              -74.0313720703125,\n              40.54093880017256\n            ],\n            [\n              -73.90777587890625,\n              40.52423878069866\n            ],\n            [\n              -73.751220703125,\n              40.54720023441049\n            ],\n            [\n              -73.51226806640625,\n              40.55763465737646\n            ],\n            [\n              -73.09478759765624,\n              40.6306300839918\n            ],\n            [\n              -72.53173828125,\n              40.78885994449482\n            ],\n            [\n              -71.98516845703125,\n              40.950862628132775\n            ],\n            [\n              -71.80389404296875,\n              41.06899846310619\n            ],\n            [\n              -72.0098876953125,\n              41.155910350545035\n            ],\n            [\n              -72.31475830078124,\n              41.21791981422846\n            ],\n            [\n              -72.7020263671875,\n              41.0607151401866\n            ],\n            [\n              -73.02886962890625,\n              41.03585891144301\n            ],\n            [\n              -73.58367919921875,\n              40.95708558389897\n            ],\n            [\n              -73.78692626953125,\n              40.87406461663041\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db668352","contributors":{"authors":[{"text":"Roberts, C.M.","contributorId":75107,"corporation":false,"usgs":true,"family":"Roberts","given":"C.M.","email":"","affiliations":[],"preferred":false,"id":244709,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":52059,"text":"ofr49121 - 1949 - Progress report on the geology and ground-water hydrology of the Lower Missouri-Souris Unit; Part 1, Crosby-Mohall area, North Dakota","interactions":[],"lastModifiedDate":"2021-03-04T22:34:32.881613","indexId":"ofr49121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"49-121","title":"Progress report on the geology and ground-water hydrology of the Lower Missouri-Souris Unit; Part 1, Crosby-Mohall area, North Dakota","docAbstract":"<p><span>The Crosby-Mohall area covers about 2,700 square miles in the north-</span><span>western part of North Dakota. This area is included in the 2,500,000-acre </span><span>Missouri-Souris and Garrison Diversion irrigation projects,which are im</span><span>portant units in the general plans for development of the water resources </span><span>of the Missouri River Basin. Although the Crosby-Mohall area lies outside </span><span>the drainage basin of the Missouri River, plans have been made for the </span><span>irrigation of about 1,000,0)0 acres (equivalent to 1,560 square miles) of </span><span>the most suitable land, with water brought by canal from the Missouri River </span><span>in Montana. </span></p><p><span>The studies that have been undertaken in the area by the Division of Ground Water&nbsp;of the United States Geological Survey form a part of the investigations which have been initiated by the Survey and several other bureaus of the Department of the Interior, especially the Bureau of Reclamation. The studies on which the present report is bas2 were made during the field seasons of 1945, 1946 and 1947, to obtain information on the occurrence, movement, quantity, and quality of the ground water. The report contains data on the several kinds of water-bearing materials, water analyses, and well logs; the records of fluctuation of water level in about 400 wells; and an inventory of 4,636 wells and test holes. </span></p><p><span>Later studies for the whole of the Missouri-Souris Unit will supply additional data on ground-water levels and piezometric surfaces, more extensive information on quality of water, a complete inventory of wells, and further geologic information relating to ground-water supplies. Other work that is planned also includes the drilling of additional test holes and the analysis of water samples from representative wells throughout the area. </span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr49121","usgsCitation":"Waring, G., and LaRocque, G., 1949, Progress report on the geology and ground-water hydrology of the Lower Missouri-Souris Unit; Part 1, Crosby-Mohall area, North Dakota: U.S. Geological Survey Open-File Report 49-121, Report: iv, 560 p.; 13 Plates: 11.82 x 9.70 inches or smaller, https://doi.org/10.3133/ofr49121.","productDescription":"Report: iv, 560 p.; 13 Plates: 11.82 x 9.70 inches or smaller","costCenters":[],"links":[{"id":179068,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1949/0121/report-thumb.jpg"},{"id":383966,"rank":16,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383965,"rank":15,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383964,"rank":14,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383963,"rank":13,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383962,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383961,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-2-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383960,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-2-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383959,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383958,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383957,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383956,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383955,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383954,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383953,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0121/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383952,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1949/0121/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Dakota","city":"Crosby, Mohall","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -103.458251953125,\n              48.69821216562637\n            ],\n            [\n              -101.22802734375,\n              48.69821216562637\n            ],\n            [\n              -101.22802734375,\n              49.001843917978526\n            ],\n            [\n              -103.458251953125,\n              49.001843917978526\n            ],\n            [\n              -103.458251953125,\n              48.69821216562637\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65de2b","contributors":{"authors":[{"text":"Waring, Gerald A.","contributorId":88341,"corporation":false,"usgs":true,"family":"Waring","given":"Gerald A.","affiliations":[],"preferred":false,"id":244744,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"LaRocque, G.A. 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,{"id":52030,"text":"ofr4992 - 1949 - Release of data showing recovery of ground-water levels from June 1947 to December 1948 in Brooklyn, New York","interactions":[],"lastModifiedDate":"2020-06-22T12:25:53.362369","indexId":"ofr4992","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"49-92","title":"Release of data showing recovery of ground-water levels from June 1947 to December 1948 in Brooklyn, New York","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr4992","usgsCitation":"Lusczynski, N., 1949, Release of data showing recovery of ground-water levels from June 1947 to December 1948 in Brooklyn, New York: U.S. Geological Survey Open-File Report 49-92, Report: 2 p.; 17 Plates: 7.29 x 6.30 inches or smaller; 2 Sheets: 8.54 x 7.40 inches and 9.09 x 7.46 inches, https://doi.org/10.3133/ofr4992.","productDescription":"Report: 2 p.; 17 Plates: 7.29 x 6.30 inches or smaller; 2 Sheets: 8.54 x 7.40 inches and 9.09 x 7.46 inches","costCenters":[],"links":[{"id":375757,"rank":20,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1949/0092/figure-10.pdf","text":"Figure 10","linkFileType":{"id":1,"text":"pdf"},"description":"Figure 10"},{"id":375756,"rank":19,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1949/0092/figure-11.pdf","text":"Figure 11","linkFileType":{"id":1,"text":"pdf"},"description":"Figure 11"},{"id":375755,"rank":18,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1949/0092/figure-12.pdf","text":"Figure 12","linkFileType":{"id":1,"text":"pdf"},"description":"Figure 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,{"id":51996,"text":"ofr4957 - 1949 - Hydrologic data for pumping test at Levittown, New York, September 16-17, 1949","interactions":[],"lastModifiedDate":"2020-06-16T21:15:21.70402","indexId":"ofr4957","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"49-57","title":"Hydrologic data for pumping test at Levittown, New York, September 16-17, 1949","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr4957","usgsCitation":"Brashears, M., 1949, Hydrologic data for pumping test at Levittown, New York, September 16-17, 1949: U.S. Geological Survey Open-File Report 49-57, Report: 2 p., 2 Plates: 8.04 x 6.83 inches, 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,{"id":50904,"text":"ofr4939 - 1949 - Geologic interpretations of seismic data for various locations in Topsfield, Massachusetts","interactions":[{"subject":{"id":70218188,"text":"ofr4939A - 1949 - Geologic interpretation of seismic data, alteration of Route 1, at Topsfield Cut, Stations 163-171","indexId":"ofr4939A","publicationYear":"1949","noYear":false,"chapter":"A","title":"Geologic interpretation of seismic data, alteration of Route 1, at Topsfield Cut, Stations 163-171"},"predicate":"IS_PART_OF","object":{"id":50904,"text":"ofr4939 - 1949 - Geologic interpretations of seismic data for various locations in Topsfield, Massachusetts","indexId":"ofr4939","publicationYear":"1949","noYear":false,"title":"Geologic interpretations of seismic data for various locations in Topsfield, Massachusetts"},"id":1},{"subject":{"id":70218195,"text":"ofr4939B - 1949 - Geologic interpretation of seismic data, alteration of Route 1, at Topsfield Cut, Stations 74-80","indexId":"ofr4939B","publicationYear":"1949","noYear":false,"chapter":"B","title":"Geologic interpretation of seismic data, alteration of Route 1, at Topsfield Cut, Stations 74-80"},"predicate":"IS_PART_OF","object":{"id":50904,"text":"ofr4939 - 1949 - Geologic interpretations of seismic data for various locations in Topsfield, Massachusetts","indexId":"ofr4939","publicationYear":"1949","noYear":false,"title":"Geologic interpretations of seismic data for various locations in Topsfield, Massachusetts"},"id":2}],"lastModifiedDate":"2021-02-19T13:22:52.56541","indexId":"ofr4939","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"49-39","title":"Geologic interpretations of seismic data for various locations in Topsfield, Massachusetts","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr4939","usgsCitation":"Maynard, J.E., and Linehan, D., 1949, Geologic interpretations of seismic data for various locations in Topsfield, Massachusetts: U.S. Geological Survey Open-File Report 49-39, 2 Chapters, https://doi.org/10.3133/ofr4939.","productDescription":"2 Chapters","costCenters":[],"links":[{"id":175913,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Massachusetts","city":"Topsfield","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.96412658691406,\n              42.62435990071571\n            ],\n            [\n              -70.92292785644531,\n              42.62435990071571\n            ],\n            [\n              -70.92292785644531,\n              42.656181890253855\n            ],\n            [\n              -70.96412658691406,\n              42.656181890253855\n            ],\n            [\n              -70.96412658691406,\n              42.62435990071571\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a5050","contributors":{"authors":[{"text":"Maynard, James E.","contributorId":247500,"corporation":false,"usgs":true,"family":"Maynard","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":true,"id":242591,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Linehan, Daniel","contributorId":36998,"corporation":false,"usgs":true,"family":"Linehan","given":"Daniel","email":"","affiliations":[],"preferred":false,"id":242590,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":41902,"text":"ofr499 - 1949 - Aeromagnetic maps and second vertical derivative maps of Great Sitkin Island, Northern Adak Island, and part of northeastern Umnak Island, Alaska","interactions":[],"lastModifiedDate":"2017-07-05T11:56:38","indexId":"ofr499","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"49-9","title":"Aeromagnetic maps and second vertical derivative maps of Great Sitkin Island, Northern Adak Island, and part of northeastern Umnak Island, Alaska","docAbstract":"<p>The eight attached maps were constructed from data taken on Project Volcano in the summer of 1947. The project was sponsored by the Office of Naval Research and conducted by the U.S. Geological Survey in cooperation with the Naval Ordnance Laboratory. Field work was done by Fred Keller, Jr., and J. L. Meuschke, Geophysicists of the U.S. Geological Survey, and by L. R. Alldredge, Physicist of the Naval Ordnance Laboratory. The instrument used was a modified AN/ASQ-3A flux-gate type total field magnetometer mounted in the tailcone of a PBY-5A aircraft. It is hoped that observation of the magnetic fields over volcanic areas over a period of years, may lead to prognostication of volcanic activity. These maps represent the results of the first of such surveys.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr499","usgsCitation":"Zietz, I., and Henderson, R., 1949, Aeromagnetic maps and second vertical derivative maps of Great Sitkin Island, Northern Adak Island, and part of northeastern Umnak Island, Alaska: U.S. Geological Survey Open-File Report 49-9, Report: 3 p., 8 maps: 16.94 x 17.57 inches or smaller, https://doi.org/10.3133/ofr499.","productDescription":"Report: 3 p., 8 maps: 16.94 x 17.57 inches or smaller","costCenters":[],"links":[{"id":79631,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0009/plate-4.pdf","text":"D) Aeromagnetic map of Great Sitkin Island second vertical derivative of the magnetic field","size":"970.25 kB","linkFileType":{"id":1,"text":"pdf"},"description":"D) Aeromagnetic map of Great Sitkin Island second vertical derivative of the magnetic field"},{"id":79632,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0009/plate-5.pdf","text":"E) Aeromagnetic map of northern Adak Island, Alaska uncorrected for regional gradient","size":"1.03 MB","linkFileType":{"id":1,"text":"pdf"},"description":"E) Aeromagnetic map of northern Adak Island, Alaska uncorrected for regional gradient"},{"id":79633,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0009/plate-6.pdf","text":"F) Aeromagnetic map of northern Adak Island second vertical derivative of magnetic field","size":"1.13 MB","linkFileType":{"id":1,"text":"pdf"},"description":"F) Aeromagnetic map of northern Adak Island second vertical derivative of magnetic field"},{"id":79634,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0009/plate-7.pdf","text":"G) Aeromagnetic map of part of northeastern Umnak Island uncorrected for regional gradient","size":"1.26 MB","linkFileType":{"id":1,"text":"pdf"},"description":"G) Aeromagnetic map of part of northeastern Umnak Island uncorrected for regional gradient"},{"id":79630,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0009/plate-3.pdf","text":"C) Aeromagnetic map of Great Sitkin Island residual map","size":"908.60 kB","linkFileType":{"id":1,"text":"pdf"},"description":"C) Aeromagnetic map of Great Sitkin Island residual map"},{"id":79628,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0009/plate-1.pdf","text":"A) Aeromagnetic map of Great Sitkin Island uncorrected for regional gradient","size":"928.73 kB","linkFileType":{"id":1,"text":"pdf"},"description":"A) Aeromagnetic map of Great Sitkin Island uncorrected for regional gradient"},{"id":79629,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0009/plate-2.pdf","text":"B) Aeromagnetic map of Great Sitkin Island corrected for regional gradient","size":"991.99 kB","linkFileType":{"id":1,"text":"pdf"},"description":"B) Aeromagnetic map of Great Sitkin Island corrected for regional gradient"},{"id":79635,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1949/0009/plate-8.pdf","text":"H) Aeromagnetic map of part of northeastern Umnak Island -second vertical derivative","size":"1.20 MB","linkFileType":{"id":1,"text":"pdf"},"description":"H) Aeromagnetic map of part of northeastern Umnak Island -second vertical derivative"},{"id":79636,"rank":301,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1949/0009/report.pdf","text":"Report","size":"4.93 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":135509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1949/0009/report-thumb.jpg"}],"country":"United States","state":"Alaska","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -168.39294433593747,\n              53.238920640924974\n            ],\n            [\n              -167.7886962890625,\n              53.238920640924974\n            ],\n            [\n              -167.7886962890625,\n              53.553362785528094\n            ],\n            [\n              -168.39294433593747,\n              53.553362785528094\n            ],\n            [\n              -168.39294433593747,\n              53.238920640924974\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -176.29760742187497,\n              51.93410531270822\n            ],\n            [\n              -175.8966064453125,\n           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,{"id":3886,"text":"cir60 - 1949 - Index of surface-water records, part 12, Pacific slope basins in Washington and upper Columbia River basin, to September 30, 1948","interactions":[],"lastModifiedDate":"2012-02-02T00:05:45","indexId":"cir60","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"60","title":"Index of surface-water records, part 12, Pacific slope basins in Washington and upper Columbia River basin, to September 30, 1948","docAbstract":"The groundwater resources of Wood County, Wisconsin, are described. Groundwater is pumped only from wells drilled in Precambrian rock in the northern two-thirds of the county. The generally low permeability of this rock limits the availability of groundwater in this area. Saturated deposits of sand and gravel yield more than 500 gal/min to wells in the southern part of the county. Background groundwater quality and indicators of groundwater-quality problems, such as elevated concentrations of nitrate, chloride, hardness, and iron, are compared by aquifer for the entire county. An elevated concentration of iron is the major water quality problem in the county. Results of water quality analysis from observation wells drilled next to abandoned landfills throughout the county indicate that groundwater in the immediate vicinity of these landfills has been affected by leachate. The report includes maps of the thickness and saturated thickness of unconsolidated deposits, a water-table map, and tables of aquifer-production and well-production data from about 1,500 drillers ' well-construction reports. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir60","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1949, Index of surface-water records, part 12, Pacific slope basins in Washington and upper Columbia River basin, to September 30, 1948: U.S. Geological Survey Circular 60, 17 p. ;27 cm., https://doi.org/10.3133/cir60.","productDescription":"17 p. ;27 cm.","costCenters":[],"links":[{"id":123816,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1949/0060/report-thumb.jpg"},{"id":30976,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1949/0060/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64977b","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":528134,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2774,"text":"wsp1069 - 1949 - Public water supplies in central and north-central Texas","interactions":[],"lastModifiedDate":"2016-08-22T10:34:43","indexId":"wsp1069","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"1069","title":"Public water supplies in central and north-central Texas","docAbstract":"<p>This report gives a summarized description of the public water supplies in 35 counties of central and north-central Texas, extending from the southern boundaries of Travis, Blanco, Gillespie, and Kerr Counties northward to the TexasOklahoma State line. It gives the available data as follows for each of the 145 communities: Population of the community; name of the official from whom the information was obtained; ownership of water works, whether private or municipal source of supply, whether ground water or surface water; the amount of water consumed; the facilities for storage; the number of customers served; the character of the chemical and sanitary treatment, if any; and chemical analyses of the water. Where ground water is used, the following is also given: Records of wells, including drillers' logs; character of the pumping equipment; yields of the wells, and records of water levels, if available.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1069","usgsCitation":"Sundstrom, R.W., Broadhurst, W., and Dwyer, B., 1949, Public water supplies in central and north-central Texas: U.S. Geological Survey Water Supply Paper 1069, vii, 128 p., https://doi.org/10.3133/wsp1069.","productDescription":"vii, 128 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":29222,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1069/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138675,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1069/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4382","contributors":{"authors":[{"text":"Sundstrom, Raymond W.","contributorId":8080,"corporation":false,"usgs":true,"family":"Sundstrom","given":"Raymond","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":145761,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Broadhurst, W. L.","contributorId":55414,"corporation":false,"usgs":true,"family":"Broadhurst","given":"W. L.","affiliations":[],"preferred":false,"id":145763,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dwyer, B.C.","contributorId":53774,"corporation":false,"usgs":true,"family":"Dwyer","given":"B.C.","email":"","affiliations":[],"preferred":false,"id":145762,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":3312,"text":"cir20 - 1949 - Progress report on the geology and ground-water hydrology of the lower Platte River Valley, Nebraska, with a section on the chemical quality of the ground water","interactions":[],"lastModifiedDate":"2017-03-09T12:56:23","indexId":"cir20","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"20","title":"Progress report on the geology and ground-water hydrology of the lower Platte River Valley, Nebraska, with a section on the chemical quality of the ground water","docAbstract":"<p>The occurrence of abundant ground-water supplies in the lower Platte River Valley has made possible the present agricultural and industrial economy of the area. Likewise, the future development of the area is dependent on the wise use of this important resource. The current investigation, on which this report is based, is a necessary step in the planning for the greatest ultimate utilization of the water resources in the lower Platte River Valley.</p><p>The area covered by this study is the floor of the lower Platte River Valley between North Platte and Fremont and embraces about 2,500 square miles. The entire valley floor is underlain by unconsolidated Pleistocene sediments which consist of clay, silt, sand and gravel and range in thickness from less than 20 feet to nearly 200 feet. Westward from Cozad these sediments were deposited in a valley entrenched in bedrock, but east of Cozad they are continuous with similar deposits which underlie the adjacent uplands. Bedrock formations of Tertiary age are in contact with the basal Pleistocene sediments from the west end of the area to about Central City. From Central City eastward, formations of Cretaceous age immediately underlie the Pleistocene deposits.</p><p>The Pleistocene sediments and underlying pervious formations are water saturated below depths which range from less than 1 foot to about 90 feet below the surface. In general, the configuration of the water table is similar to the topography of the land surface, but the relief on the water table is considerably less by comparison. Movement of ground water is either toward the river or parallel to it. Based on present information, movement of ground water out of the valley is not indicated but additional water-level control is needed south of the valley between Grand Island and Columbus to determine the possibility of ground-water loss in this stretch of the valley.</p><p>Periodic observations of water-table fluctuations have constituted an important phase of ground-water studies in the lower Platte River Valley. Examination of water-level data collected by the Geological Survey in cooperation with the Conservation and Survey Division of the University of Nebraska indicates that water levels throughout most of the valley between Gothenburg and Grand Island declined during the 9-year period, December 1930 to December 1939. The maximum net declines observed during this period were a little greater than 4 feet. During the period December 1939 to December 1946, water levels recovered throughout much of the same area; in local areas on the south side of the Platte River between North Platte and Overton water levels rose in excess of 10 feet as a result of seepage losses tram canals and irrigated lands. However, north of Wood River in western Hall County water levels continued to decline to the extent that in at least 3 observation wells water levels in December 1946 were more than 5 feet lower than in December 1930.</p><p>Water levels were measured monthly in 1946 and bimonthly in 1947 in observation wells located throughout the area covered by this report. During this period water levels fluctuated through a range of about 3 feet, the lowest levels being reached in September 1946 and the highest levels being reached in July 1947. Average fluctuations between successive measurements were a little less than 0.4 foot. The amount of ground-water discharge in the summer months of 1947 was approximately double that of the previous summer. However, replenishment to groundwater storage during the fall of 1946 and the spring of 1947 was sufficiently great that the amount of water in storage in the valley as a whole at the end of the 2-year period was essentially equal to the amount in storage at the beginning of the period. At the end of 1947 the Dawson and Buffalo County areas showed gains to storage whereas the remainder of the valley suffered vary slight losses during the same 2 years.</p><p>The quantity of ground water that a water-bearing material will yield is dependent upon the hydrologic properties of the material. Two hydrologic properties of greatest importance are permeability and specific yield. During the course of the present investigation 5 pumping tests were conducted to determine the coefficients of permeability and storage of the Pleistocene deposits. The values of the former range from 955 to 4,925 and the latter tram 0.007. to 0.236 attar 24 hours of pumping.</p><p>The mineral character of the ground water has been determined from analyses of samples, of which 15 represented municipal supplies and 3 were irrigation waters. Ground waters analyzed for this report contained variable amounts of dissolved solids ranging from 240 to 1,060 parts per million, with hardness values above limits considered desirable tor public supplies. The increased concentration of dissolved solids for ground waters in the western part of the valley as a result of return flow conditions, is noted. Ground waters in the valley are discussed as to suitability for municipal and irrigation uses, and analyses of samples do not reveal any serious condition that would adversely affect the use of these waters for the purposes intended. As irrigation increases, periodic chemical analyses of ground waters in this area will be required to evaluate the effects of the re-use of drainage waters and to provide information for salinity control.</p><p>Ground-water supplies are drawn upon extensively for irrigation purposes, for municipal supplies, and for rural, domestic and stock supplies. Nearly 4,000 irrigation wells are known to exist in the area, the greatest concentrations of these being in Dawson, Buffalo, and Hall Counties.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir20","usgsCitation":"Waite, H.A., and Swenson, H.A., 1949, Progress report on the geology and ground-water hydrology of the lower Platte River Valley, Nebraska, with a section on the chemical quality of the ground water: U.S. Geological Survey Circular 20, Report: v, 211 p.; 4 plates: 43.75 x 22.00 inches or less , https://doi.org/10.3133/cir20.","productDescription":"Report: v, 211 p.; 4 plates: 43.75 x 22.00 inches or less ","costCenters":[],"links":[{"id":121311,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1949/0020/report-thumb.jpg"},{"id":30314,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/1949/0020/plate-2.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 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A.","contributorId":40973,"corporation":false,"usgs":true,"family":"Waite","given":"Herbert","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":146642,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swenson, Herbert A.","contributorId":93461,"corporation":false,"usgs":true,"family":"Swenson","given":"Herbert","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":146643,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":4337,"text":"cir46 - 1949 - Interpreting ground conditions from geologic maps","interactions":[],"lastModifiedDate":"2017-03-09T13:01:49","indexId":"cir46","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"46","title":"Interpreting ground conditions from geologic maps","docAbstract":"<p>Intelligent planning for heavy construction, water supply, or other land utilization requires advance knowledge of ground conditions in the area. It is essential to know:</p><ol><li>the topography, that is, the configuration of the land surface;<br></li><li>the geology and soils, that is, the deposits that compose the land and its weathered surface; and<br></li><li>the hydrology, that is, the occurrence of water whether under or on the ground.<br></li></ol><p>These elements usually are considered in planning land developments that involve much investment; detailed surveys generally are made of the topography, geology, soils, and hydrology at the site selected for development. Such detailed surveys are essential, but equally essential and often overlooked is the need for general surveys prior to site selection.</p><p>Only if the general surveys have been made is it possible to know that a particular site is most suitable for the purpose and that no situations in the tributary areas that might affect the project have been overlooked. Moreover, the general regional relations must be known in order to properly interpret the geology, soils, and hydrology at a particular locality. In brief, both the general and the specific are needed in order to avoid costly mistakes either during or after development.</p><p>The accompanying maps illustrate how a general geologic map can be used for interpreting grc .d conditions during a planning stage prior to site selection. The topographic and geologic maps, which provide the basic data, have been simplified from some existing ones. The interpretive sheets are intended to provide some examples of the kinds of information that trained persons can read from such basic maps.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/cir46","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1949, Interpreting ground conditions from geologic maps: U.S. Geological Survey Circular 46, 14 p., https://doi.org/10.3133/cir46.","productDescription":"14 p.","costCenters":[],"links":[{"id":117674,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1949/0046/report-thumb.jpg"},{"id":31447,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1949/0046/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5dfeb5","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":528193,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2255,"text":"wsp1078 - 1949 - Ground-water supplies of the Ypsilanti area, Michigan","interactions":[],"lastModifiedDate":"2017-01-12T14:35:34","indexId":"wsp1078","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"1078","title":"Ground-water supplies of the Ypsilanti area, Michigan","docAbstract":"<p>As of the date of this report (August 1945), the major water users in the Ypsilanti area are: (1) the city of Ypsilanti, (2) the Willow Run bomber plant, built by the Federal Government and operated by the Ford Motor Co., and (3) the war housing project of the Federal Public Housing Authority, designated in this report the Willow Run Townsite. The city, bomber plant, and townsite have required large quantities of water for domestic and industrial uses, and the necessary water supplies have been developed from wells. The Federal Works Agency had the responsibility of deciding whether the existing water facilities were adequate to meet the expected demands and determining the character of any additional public water-supply facilities that might be constructed with Federal assistance. In order to appraise the ground-water resources of the area the Federal Works Agency requested the Geological Survey to investigate the adequacy of the existing supplies and the availability of additional water. The present report is the result of the investigation, which was made in cooperation with the Michigan Geological Survey Division.</p><p>The water supplies of the three major users are obtained from wells penetrating glacial and associated sands and gravels. Supplies for the city of Ypsilanti and the Willow Run bomber plant are obtained from wells in the valley of the Huron River; the supply for the Willow Run Townsite is obtained from wells penetrating glacial gravels underlying the upland northeast of the valley. The bedrock formations of the area either yield little water to wells or yield water that is too highly mineralized for most uses.</p><p>The water supply for the bomber plant is obtained from three closely spaced, highly productive wells at the northern edge of the Huron River, a little more than 3 miles southeast of Ypsilanti. The water receives complete treatment in a modern treatment plant. River water also can be treated and has been used occasionally in the winter and spring. The average daily pumpage during periods of maximum production at the bomber plant has been 4.5 to 4.75 million gallons. On June 30, 1945, production of bombers was suspended, and the plant went on a. maintenance basis.</p><p>The water supply of the bomber-plant well field is replenished by recharge from precipitation and from the Huron River. The evidence shows that recharge from the river is one of the principal sources of water and gives assurance both of the adequacy of the present supply and of the availability of additional water if needed. The safe yield of the three existing wells is estimated to be not less than 6 million gallons per day.</p><p>The Ypsilanti public water supply is obtained from three tubular wells drilled in 1943, which replaced a number of suction-pumped tubular wells and one large dug well. All the wells penetrate sand and gravel in the bend of the Huron River in the southeastern part of Ypsilanti. The water is treated in a modern treatment plant completed in 1939. The average daily pumpage in million gallons was about 1.68 in 1942, 1.70 in 1943, and 1.66 in 1944. Considerable water was furnished to the Willow Run bomber plant from the Ypsilanti public-supply system during the period from August 1941 through March 1943.</p><p>The available information indicates that the water pumped from the Ypsilanti well field is replenished by ground-water flow from adjacent stretches of the Huron Valley and from the upland areas outside the valley, from precipitation on the valley in the vicinity of the well field, and possibly from the Huron River. It is believed that sufficient water can be obtained from the well field to meet the expected demand for a considerable time. The safe yield of the present wells is estimated to be not less than 3 million gallons per day, and detailed pumping tests might show that still larger supplies could be safely developed.</p><p>The water supply of the Willow Run Townsite is obtained from four wells in two well fields about 2 miles apart, one well in the northwest or Prospect and Geddes Road field, and three wells in the southeast or Wiard Road field. The pumpage was originally expected to be 2 to 3 million gallons per day, but it averaged only about 450,000 gallons per day from March 1943 through June 1945.</p><p>The evidence afforded by logs of wells and by pumping tests indicates that the water-bearing gravels at the townsite are covered by relatively impermeable materials and thus that the rate of recharge is low. However, only relatively small declines in water level have occurred during more than 2 years' operation of the wells, indicating that recharge may occur nearby. The safe yield of the present wells is estimated to be 1.0 to 1.5 million gallons per day, and detailed pumping tests might show it to be somewhat greater. The water supply of the Willow Run Townsite has the smallest potential capacity of the three major ground-water supplies in the area; however, the demand has been relatively small, and no difficulty should arise unless this demand increases greatly.</p><p>&nbsp;The investigation involved the drilling of 13 test wells to locate additional ground-water supplies, on the assumption that the wartime demand for water in the Ypsilanti area might increase beyond the capacity of the present sources. All 13 wells were drilled at sites selected by the Geological Survey. Two wells on the Willow Run Townsite were drilled by the Federal Public Housing Authority and 11 at other sites by the Federal Works Agency. Records of the wells are given in the report and discussed with respect to the availability of water at the different sites; similarly, the results of the controlled pumping tests made on four of the test wells drilled by the Federal Works Agency are analyzed and discussed with respect to the availability of additional water. The combined results of the test drilling and the pumping tests show that emergency supplies of several million gallons per day can be developed at the sites of the test wells. The best site shown by the test drilling is on the south bank of the Huron River opposite the bomber-plant well field, where a Well with a capacity of several thousand gallons per minute could be constructed if necessary. Three wells in the outwash-filled valley now occupied by Fleming Creek, on two of which pumping tests were made, show that emergency supplies ranging from a few hundred thousand to a million gallons per day could be developed at these test-well sites if necessary. Smaller Supplies ranging from a gallon or two per minute to perhaps 100,000 or 200,000 gallons per day could be developed at the sites of the remaining test Wells.</p><p>Pumping tests made on the supply wells of the three major water users by the consulting-engineering firms who designed the systems are analyzed and discussed briefly by the authors.</p><p>The report includes maps and graphs showing the surficial geology of the area, the location of wells, and fluctuations of water level in selected wells. Alsp included are tables giving data on water levels and pumpage, chemical analyses of representative ground waters, and records of wells.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1078","collaboration":"Prepared in cooperation with the Federal Works Agency and the Geological Survey Division, Michigan Department of Conservation","usgsCitation":"McGuinness, C., Poindexter, O., and Otton, E., 1949, Ground-water supplies of the Ypsilanti area, Michigan: U.S. Geological Survey Water Supply Paper 1078, Document: v, 105 p.; 5 Plates: 14.0 x 14.5 inches or smaller, https://doi.org/10.3133/wsp1078.","productDescription":"Document: v, 105 p.; 5 Plates: 14.0 x 14.5 inches or smaller","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":137859,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1078/report-thumb.jpg"},{"id":28033,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1078/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28034,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1078/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28035,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1078/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28036,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1078/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28037,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1078/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28038,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Michigan","city":"Ypsilanti","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.75289916992188,\n              42.09618442380296\n            ],\n            [\n              -83.75289916992188,\n              42.42548395494743\n            ],\n            [\n              -83.5235595703125,\n              42.42548395494743\n            ],\n            [\n              -83.5235595703125,\n              42.09618442380296\n            ],\n            [\n              -83.75289916992188,\n              42.09618442380296\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b13e6","contributors":{"authors":[{"text":"McGuinness, Charles L.","contributorId":32902,"corporation":false,"usgs":true,"family":"McGuinness","given":"Charles L.","affiliations":[],"preferred":false,"id":144906,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Poindexter, O.F.","contributorId":57050,"corporation":false,"usgs":true,"family":"Poindexter","given":"O.F.","email":"","affiliations":[],"preferred":false,"id":144907,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Otton, E. G.","contributorId":22311,"corporation":false,"usgs":true,"family":"Otton","given":"E. G.","affiliations":[],"preferred":false,"id":144905,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":14213,"text":"ofr4933 - 1949 - Petrology and habit of some diabase sheets in southeastern Pennsylvania","interactions":[],"lastModifiedDate":"2025-07-16T17:55:17.570708","indexId":"ofr4933","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1949","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":"49-33","title":"Petrology and habit of some diabase sheets in southeastern Pennsylvania","docAbstract":"<p>Small masses of granophyre occur in the upper part of diabase intrusions southeastern Pennsylvania. Diamond drill hole exploration of magnetite deposits near Dillsburg revealed a body of diabase beneath the sedimentary rocks in which the deposits occur. The drill core revealed a complete gradational sequence downward from a diabase chill zone through normal diabase, diabase pegmatite, transitional granophyric diabase into granophyre.</p><p>New data include the results of petrographic study of a series of specimens from the drill core and 10 new chemical analyses. The sequence, diabase to granophyre, shows progressive increase in alkalies and silica; iron increases into the transitional granophric diabase stage, then decreases in the granophyre. The chemical variations are accompanied by changes in mineralogy which are described in detail.</p><p>Field and petrographic studies of other granophyre masses were likewise made.</p><p>Possible origins of granophyre from diabase are considered, and it is concluded that crystal differentiation in a large sheetlike intrusion most satisfactorily explains the genesis of granophyre in this region. Prior to complete solidification a residual liquid rich in iron, alkalies, silica, and volatiles collected locally in the upper part of the diabase sheet. In some places fractures released volatile-rich iron-bearing solutions which deposited magnetite in the overlying sedimentary rocks; the remaining liquid crystallized to fine grained granophyre. Elsewhere the volatiles were retained for a longer period; the resulting rock is coarse-grained with numerous miarolitic cavities.</p><p>Ring-like outcrop patterns are characteristic of the diabase intrusions in southeastern Pennsylvania. Drill hole and geophysical data indicate that the diabase of these rings has the form of generally discordant curved sheets or basins. Pre-existing fractures or potential lines of weakness may have controlled the sheet-like form, or because of existing pressure conditions the diabase magma was forced to spread laterally rather than rise vertically.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr4933","usgsCitation":"Holtz, P.E., 1949, Petrology and habit of some diabase sheets in southeastern Pennsylvania: U.S. Geological Survey Open-File Report 49-33, ii, 81 p., https://doi.org/10.3133/ofr4933.","productDescription":"ii, 81 p.","costCenters":[],"links":[{"id":492365,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1949/0033/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147343,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1949/0033/report-thumb.jpg"}],"country":"United 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,{"id":70210460,"text":"70210460 - 1949 - Suggested correlation in Simpson seeps region","interactions":[],"lastModifiedDate":"2022-05-31T20:17:43.385343","indexId":"70210460","displayToPublicDate":"1949-11-01T14:58:23","publicationYear":"1949","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":5963,"text":"Geological Investigations, Naval Petroleum Reserve No. 4, Alaska","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"13","subseriesTitle":"Special Report","title":"Suggested correlation in Simpson seeps region","docAbstract":"<p>During the 1949 drilling season eight core tests were completed in the Simpson Seeps area up to October 25th„ This program, which is still in progress, was undertaken to provide an explanation for the surface seeps near Caps Simpson. The shallowest of the eight holes reached 800 feet; the deepest was drilled to a depth of 1460 feet.</p><p>Geophysical data on the shallow horizons indicate that the Simpson Seeps Core Tests shown on the section have been drilled in an area of nearly north-south strike. The five core tests that most nearly approximate a section normal to the strike were chosen for the accompanying cross Section. An east-west strike, accompanied by strong anomalous dips of fifteen to twenty degrees to the north is indicated by geophysical data about five miles north of the cross section.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70210460","usgsCitation":"Robinson, F.M., and Thomas, R., 1949, Suggested correlation in Simpson seeps region: Geological Investigations, Naval Petroleum Reserve No. 4, Alaska 13, Report: 3 p.; 1 Figure: 42.45 x 18.07 inches, https://doi.org/10.3133/70210460.","productDescription":"Report: 3 p.; 1 Figure: 42.45 x 18.07 inches","costCenters":[],"links":[{"id":396721,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70210460/report-thumb.jpg"},{"id":375330,"rank":1,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74627.htm","linkFileType":{"id":5,"text":"html"}},{"id":401260,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70210460/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":401261,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/unnumbered/70210460/figure-1.pdf","text":"Figure 1"}],"country":"United States","state":"Alaska","otherGeospatial":"Simpson seeps region","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -154.7333,\n              70.98\n            ],\n            [\n              -154.5939,\n              70.98\n            ],\n            [\n              -154.5939,\n              71.0008\n            ],\n            [\n              -154.7333,\n              71.0008\n            ],\n            [\n              -154.7333,\n              70.98\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Robinson, F. M.","contributorId":84830,"corporation":false,"usgs":true,"family":"Robinson","given":"F.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":837047,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, Robert","contributorId":177535,"corporation":false,"usgs":false,"family":"Thomas","given":"Robert","affiliations":[],"preferred":false,"id":837048,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70215510,"text":"70215510 - 1949 - Recovery of ground‐water supplies by pumping from watertable ponds","interactions":[],"lastModifiedDate":"2020-10-21T18:50:40.614939","indexId":"70215510","displayToPublicDate":"1949-10-21T13:22:32","publicationYear":"1949","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1578,"text":"Eos, Transactions, American Geophysical Union","onlineIssn":"2324-9250","printIssn":"0096-394","active":true,"publicationSubtype":{"id":10}},"title":"Recovery of ground‐water supplies by pumping from watertable ponds","docAbstract":"<p>This paper summarizes a study made to determine whether ground‐water storage in the glacial deposits in the vicinity of Fresh Pond, a water‐table pond used as part of the public supply of the City of Cambridge, Massachusetts, is available to augment the supply from surface‐water reservoirs.</p><p>Test wells were drilled; water level, well and test boring, and quality of water data, and data on Inflow and outflow from Fresh Pond were collected, and seismic profiles were run, to determine whether the glacial deposits in the vicinity of the pond contribute appreciable quantities of water to the pond. The data show that water levels in certain wells fluctuate with the level of Fresh Pond and that certain other water levels do not, indicating ground‐water contributions to the pond when it is at low stages and increases in ground‐water storage when pond stages are high. The largest changes in ground‐water storage occur in the glacial deposits underlying the banks to the west and northwest of the pond. Mineral characteristics of the well and pond waters offer no evidence as to the direction of ground‐water flow.</p>","language":"English","publisher":"American Geophysical Union","doi":"10.1029/TR030i002p00283","usgsCitation":"Halberg, H., and Roberts, C., 1949, Recovery of ground‐water supplies by pumping from watertable ponds: Eos, Transactions, American Geophysical Union, v. 30, no. 2, p. 283-292, https://doi.org/10.1029/TR030i002p00283.","productDescription":"10 p.","startPage":"283","endPage":"292","costCenters":[],"links":[{"id":379604,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Cambridge","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.19277954101562,\n              42.363617631805496\n            ],\n            [\n              -71.06643676757812,\n              42.363617631805496\n            ],\n            [\n              -71.06643676757812,\n              42.42548395494743\n            ],\n            [\n              -71.19277954101562,\n              42.42548395494743\n            ],\n            [\n              -71.19277954101562,\n              42.363617631805496\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"30","issue":"2","noUsgsAuthors":false,"publicationDate":"2014-08-18","publicationStatus":"PW","contributors":{"authors":[{"text":"Halberg, Henry N.","contributorId":19929,"corporation":false,"usgs":true,"family":"Halberg","given":"Henry N.","affiliations":[],"preferred":false,"id":802568,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Roberts, Claude M.","contributorId":64661,"corporation":false,"usgs":true,"family":"Roberts","given":"Claude M.","affiliations":[],"preferred":false,"id":802569,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70210418,"text":"70210418 - 1949 - Summary of microfossil investigations, April 1948 to April 1949 with special reference to the south Barrow and Simpson areas","interactions":[],"lastModifiedDate":"2022-05-25T21:03:31.997824","indexId":"70210418","displayToPublicDate":"1949-04-01T16:32:33","publicationYear":"1949","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":5963,"text":"Geological Investigations, Naval Petroleum Reserve No. 4, Alaska","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"26","title":"Summary of microfossil investigations, April 1948 to April 1949 with special reference to the south Barrow and Simpson areas","docAbstract":"<p>This report summarizes the results of microfossil investigations for he past year. It includes the microfossil data from the two South Barrow Test Wells and studies of samples from outcrop material an from seismograph shot holes. In addition, new information bearing on the special study of microfossils from the Cape Simpson area is presented. The ostracoda that have been recently studies are discussed in a separate report by Professor R. M. Swain.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70210418","usgsCitation":"Loeblich, H.N., 1949, Summary of microfossil investigations, April 1948 to April 1949 with special reference to the south Barrow and Simpson areas: Geological Investigations, Naval Petroleum Reserve No. 4, Alaska 26, Report: 8 p.; 1 Chart: 17.13 x 11.32 inches, https://doi.org/10.3133/70210418.","productDescription":"Report: 8 p.; 1 Chart: 17.13 x 11.32 inches","costCenters":[],"links":[{"id":401099,"rank":4,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/unnumbered/70210418/chart-1.pdf","text":"Chart 1","linkFileType":{"id":1,"text":"pdf"}},{"id":396529,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70210418/report-thumb.jpg"},{"id":401098,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70210418/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":375262,"rank":1,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74673.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Alaska","otherGeospatial":"South Barrow and Simpson areas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -160.048828125,\n              69.51914693717981\n            ],\n            [\n              -152.40234375,\n              69.51914693717981\n            ],\n            [\n              -152.40234375,\n              71.13098770917023\n            ],\n            [\n              -160.048828125,\n              71.13098770917023\n            ],\n            [\n              -160.048828125,\n              69.51914693717981\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Loeblich, Helen N.","contributorId":286134,"corporation":false,"usgs":true,"family":"Loeblich","given":"Helen","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":836313,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70210471,"text":"70210471 - 1949 - Calculated gravity anomaly produced by possible fault under line 27-48","interactions":[],"lastModifiedDate":"2022-05-27T18:26:06.197629","indexId":"70210471","displayToPublicDate":"1949-02-01T16:32:35","publicationYear":"1949","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":5963,"text":"Geological Investigations, Naval Petroleum Reserve No. 4, Alaska","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"4","subseriesTitle":"Special Report","title":"Calculated gravity anomaly produced by possible fault under line 27-48","docAbstract":"<p>The seismograph data from Line 27-48 of Party 47 indicates the possibility of a high angle fault win a displacement of roughly 1,000 feet under South Barrow Test Well No. 2. This fault vas discussed in E. Wiancko's report for United Geophysical Company entitled \"Report of Reflection Seismograph Survey in the Barrow Area During 1948\".</p><p>Mr. Delta. and Mr. English recently expressed a desire to know the magnitude of the calculated gravity anomaly produced by this probable fault. Their purpose was to determine the feasibility of proving and locating this fault, if exists, by several traverses with the gravimeter.</p><p>As interpreted in Wiancko's report, the fault is nearly east-west in strike and is a reverse fault with the up-thrust block on the north side.<br>The assumptions made for the calculation of the theoretical anomaly were that the density of the basement rock was 2.7, the density of the overlying rocks was 2.2 and the fault itself was taken directly from Plate I, Drawing No. 2044, of Wiancko's report, simplified, and reduced by a factor of 2.</p><p>The calculated anomaly is shown in Fig. 1. A polar chart similar to the type described on pages 153-154 of Heiland's \"Geophysical Exploration\" was used in computing the value of the anomaly. It was assumed that the feature is two-dimensional. Broken lines indicate values of limited accuracy. It should be mentioned here that Mr. Roland Henderson and Mr. Isidore Zietz of the Section of Geophysics of the Geological Survey carried out the calculations and plotted Fig. 1.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70210471","usgsCitation":"Dana, S.W., 1949, Calculated gravity anomaly produced by possible fault under line 27-48: Geological Investigations, Naval Petroleum Reserve No. 4, Alaska 4, 3 p., https://doi.org/10.3133/70210471.","productDescription":"3 p.","costCenters":[],"links":[{"id":401308,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70210471/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":375341,"rank":1,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_74624.htm","linkFileType":{"id":5,"text":"html"}},{"id":396732,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70210471/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Naval Petroleum Reserve No. 4","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -155,\n              70.1667\n            ],\n            [\n              -150.5,\n              70.1667\n            ],\n            [\n              -150.5,\n              70.8333\n            ],\n            [\n              -155,\n              70.8333\n            ],\n            [\n              -155,\n              70.1667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Dana, Stephen W.","contributorId":287899,"corporation":false,"usgs":false,"family":"Dana","given":"Stephen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":837180,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70218203,"text":"ofr4941D - 1949 - Geologic interpretation of seismic data, Sturbridge Union-Mashapaug Road reconstruction, Stations 308-316","interactions":[{"subject":{"id":70218203,"text":"ofr4941D - 1949 - Geologic interpretation of seismic data, Sturbridge Union-Mashapaug Road reconstruction, Stations 308-316","indexId":"ofr4941D","publicationYear":"1949","noYear":false,"chapter":"D","title":"Geologic interpretation of seismic data, Sturbridge Union-Mashapaug Road reconstruction, Stations 308-316"},"predicate":"IS_PART_OF","object":{"id":50906,"text":"ofr4941 - 1949 - Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts","indexId":"ofr4941","publicationYear":"1949","noYear":false,"title":"Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts"},"id":1}],"isPartOf":{"id":50906,"text":"ofr4941 - 1949 - Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts","indexId":"ofr4941","publicationYear":"1949","noYear":false,"title":"Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts"},"lastModifiedDate":"2021-02-19T13:24:01.427876","indexId":"ofr4941D","displayToPublicDate":"1949-01-01T16:13:01","publicationYear":"1949","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":"49-41","chapter":"D","title":"Geologic interpretation of seismic data, Sturbridge Union-Mashapaug Road reconstruction, Stations 308-316","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr4941D","usgsCitation":"Maynard, J.E., and Linehan, D., 1949, Geologic interpretation of seismic data, Sturbridge Union-Mashapaug Road reconstruction, Stations 308-316: U.S. Geological Survey Open-File Report 49-41, Report: 3 p.; 1 Plate, https://doi.org/10.3133/ofr4941D.","productDescription":"Report: 3 p.; 1 Plate","costCenters":[],"links":[{"id":383336,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Massachusetts","city":"Sturbridge","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -72.12249755859375,\n              42.091089168803315\n            ],\n            [\n              -72.04010009765625,\n              42.091089168803315\n            ],\n            [\n              -72.04010009765625,\n              42.13387658821469\n            ],\n            [\n              -72.12249755859375,\n              42.13387658821469\n            ],\n            [\n              -72.12249755859375,\n              42.091089168803315\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Maynard, James E.","contributorId":247500,"corporation":false,"usgs":true,"family":"Maynard","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":true,"id":810412,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Linehan, Daniel","contributorId":36998,"corporation":false,"usgs":true,"family":"Linehan","given":"Daniel","email":"","affiliations":[],"preferred":false,"id":810413,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70218202,"text":"ofr4941C - 1949 - Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut between Stations 52 and 62","interactions":[{"subject":{"id":70218202,"text":"ofr4941C - 1949 - Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut between Stations 52 and 62","indexId":"ofr4941C","publicationYear":"1949","noYear":false,"chapter":"C","title":"Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut between Stations 52 and 62"},"predicate":"IS_PART_OF","object":{"id":50906,"text":"ofr4941 - 1949 - Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts","indexId":"ofr4941","publicationYear":"1949","noYear":false,"title":"Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts"},"id":1}],"isPartOf":{"id":50906,"text":"ofr4941 - 1949 - Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts","indexId":"ofr4941","publicationYear":"1949","noYear":false,"title":"Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts"},"lastModifiedDate":"2021-02-19T13:27:38.430133","indexId":"ofr4941C","displayToPublicDate":"1949-01-01T16:07:29","publicationYear":"1949","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":"49-41","chapter":"C","title":"Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut between Stations 52 and 62","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr4941C","usgsCitation":"Maynard, J.E., and Linehan, D., 1949, Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut between Stations 52 and 62: U.S. Geological Survey Open-File Report 49-41, Report: 2 p.; 1 Plate, https://doi.org/10.3133/ofr4941C.","productDescription":"Report: 2 p.; 1 Plate","costCenters":[],"links":[{"id":383335,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Massachusetts","city":"Uxbridge","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.6583251953125,\n              42.05541092308216\n            ],\n            [\n              -71.59652709960938,\n              42.05541092308216\n            ],\n            [\n              -71.59652709960938,\n              42.091598712723105\n            ],\n            [\n              -71.6583251953125,\n              42.091598712723105\n            ],\n            [\n              -71.6583251953125,\n              42.05541092308216\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Maynard, James E.","contributorId":247500,"corporation":false,"usgs":true,"family":"Maynard","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":true,"id":810410,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Linehan, Daniel","contributorId":36998,"corporation":false,"usgs":true,"family":"Linehan","given":"Daniel","email":"","affiliations":[],"preferred":false,"id":810411,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70218201,"text":"ofr4941B - 1949 - Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut at Stations 53-62","interactions":[{"subject":{"id":70218201,"text":"ofr4941B - 1949 - Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut at Stations 53-62","indexId":"ofr4941B","publicationYear":"1949","noYear":false,"chapter":"B","title":"Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut at Stations 53-62"},"predicate":"IS_PART_OF","object":{"id":50906,"text":"ofr4941 - 1949 - Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts","indexId":"ofr4941","publicationYear":"1949","noYear":false,"title":"Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts"},"id":1}],"isPartOf":{"id":50906,"text":"ofr4941 - 1949 - Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts","indexId":"ofr4941","publicationYear":"1949","noYear":false,"title":"Geologic interpretations of seismic data for various locations in Northbridge, Uxbridge, Sturbridge, Sutton and Lexington, Massachusetts"},"lastModifiedDate":"2021-02-19T13:28:02.276974","indexId":"ofr4941B","displayToPublicDate":"1949-01-01T15:58:14","publicationYear":"1949","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":"49-41","chapter":"B","title":"Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut at Stations 53-62","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr4941B","usgsCitation":"Maynard, J.E., and Linehan, D., 1949, Geologic interpretation of seismic data, Uxbridge Worcester-Providence Road, proposed cut at Stations 53-62: U.S. Geological Survey Open-File Report 49-41, Report: 2 p.; 1 Plate, https://doi.org/10.3133/ofr4941B.","productDescription":"Report: 2 p.; 1 Plate","costCenters":[],"links":[{"id":383334,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Massachusetts","city":"Uxbridge","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -71.6583251953125,\n              42.05541092308216\n            ],\n            [\n              -71.59652709960938,\n              42.05541092308216\n            ],\n            [\n              -71.59652709960938,\n              42.091598712723105\n            ],\n            [\n              -71.6583251953125,\n              42.091598712723105\n            ],\n            [\n              -71.6583251953125,\n              42.05541092308216\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Maynard, James E.","contributorId":247500,"corporation":false,"usgs":true,"family":"Maynard","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":true,"id":810408,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Linehan, Daniel","contributorId":36998,"corporation":false,"usgs":true,"family":"Linehan","given":"Daniel","email":"","affiliations":[],"preferred":false,"id":810409,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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