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,{"id":70047728,"text":"70047728 - 1955 - Sediment investigations of the Platte River near Overton, Nebraska","interactions":[],"lastModifiedDate":"2013-12-17T10:21:58","indexId":"70047728","displayToPublicDate":"1949-01-19T16:06:00","publicationYear":"1955","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Sediment investigations of the Platte River near Overton, Nebraska","docAbstract":"<p>This report contains results of sediment-transport investigations on the Platte River near Overton,. Nebr. from January 1950 to September 1953. The basic data of suspended-sediment studies, results of bed-material analyses, and determinations of water-surface slopes from staff readings are given.</p>\n<br/>\n<p>The data indicate that a reliable determination of suspended sediment, hence total load, is difficult. Because of the nature of the river at the station and the limited scope of the investigations, the suspended-sediment data may not be representative. </p>\n<br/>\n<p>The Platte River is characterized by a wide braided channel, a small hydraulic radius, low banks, and a wide flood plain. (See figs. 1 and 2.,) The river bed is composed of coarse to fine sands. </p>\n<br/>\n<p>Near Overton, natural flow of the river is controlled or modified by diversions, storage reservoirs, power development, return flow from irrigation, and withdrawals of ground water. A temporary jetty was extended into the river below the bridge during the summer of 1952 as part of commercial sand pumping operations. Beavers carry on active construction in the narrows and shallows, particularly upstream from the sampling section. </p>\n<br/>\n<p>Daily fluctuations in water discharge at the gaging station at the bridge are caused by regulation of the flow, mainly from the generation of power by release of water from a reservoir The water discharge at the station begins increasing about 9:30 a.m., reaches a crest about 2:00 p.m and then immediately recede. Weekly water-discharge measurements of alternate high and low stages indicate a daily variation from 200 to more than 1,000 cfs. During spring summer, and fall increases in water dis charge are also caused by thunderstorm activity in the area.</p>","language":"English","publisher":"U.S. Geological Survey Water Resources","doi":"10.3133/70047728","collaboration":"Prepared as part of a program of the Department of the Interior for development of the Missouri River basin","usgsCitation":"Albert, C., and Guy, H., 1955, Sediment investigations of the Platte River near Overton, Nebraska, 37 p., https://doi.org/10.3133/70047728.","productDescription":"37 p.","numberOfPages":"40","temporalStart":"1950-01-01","temporalEnd":"1953-09-30","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":276824,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70047728/report-thumb.jpg"},{"id":279946,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70047728/report.pdf"}],"country":"United States","state":"Nebraska","otherGeospatial":"Platte River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -99.7838,40.6372 ], [ -99.7838,40.7742 ], [ -99.1901,40.7742 ], [ -99.1901,40.6372 ], [ -99.7838,40.6372 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"52148fe5e4b06d85e08fb51b","contributors":{"authors":[{"text":"Albert, C.D.","contributorId":23923,"corporation":false,"usgs":true,"family":"Albert","given":"C.D.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":482834,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Guy, H.P.","contributorId":73571,"corporation":false,"usgs":true,"family":"Guy","given":"H.P.","email":"","affiliations":[],"preferred":false,"id":482835,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70175976,"text":"70175976 - 1954 - Geology and ground-water resources of Wichita and Greeley Counties, Kansas","interactions":[],"lastModifiedDate":"2017-04-18T16:19:24","indexId":"70175976","displayToPublicDate":"2015-12-08T00:00:00","publicationYear":"1954","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2579,"text":"Kansas Geological Survey Bulletin","active":true,"publicationSubtype":{"id":10}},"title":"Geology and ground-water resources of Wichita and Greeley Counties, Kansas","docAbstract":"<p>This report describes the geography, geology, and ground-water resources of Wichita and Greeley counties in western Kansas. The area consists of a flat to gently rolling plain, which slopes eastward [at] about 15 feet per mile. A short reach of Ladder Creek (Beaver) is the only perennially flowing stream in the two counties. Ephemeral streams, which flow only during and after heavy rains, are White Woman and Sand Creeks and the western reach of Ladder Creek. The climate is semiarid, the normal annual precipitation being about 17 inches in Wichita County and 16 inches in Greeley County. Agriculture is the principal occupation in the area, and wheat is the most important crop. A considerable area is irrigated; sugar beets and sorghums are the principal irrigated crops.</p><p>The outcropping rocks range in age from late Cretaceous to Recent; the Smoky Hill chalk member of the Niobrara formation, which is exposed along White Woman Creek in western Greeley County, is the oldest. The Niobrara is almost everywhere overlain by the Ogallala formation of Pliocene age. Generally the Ogallala is overlain by windblown silt of the Pleistocene Sanborn formation, but in places it is exposed along streams. The most recent deposits are dune sand and the alluvium along the streams. The Dakota formation, which is an important aquifer in parts of Kansas, is 300 to 450 feet beneath the Niobrara formation.</p><p>The ground water that is available to wells in Wichita and Greeley counties is derived entirely from precipitation in the area or in areas immediately west and north. Ground water moves in a generally easterly direction with a gradient that varies inversely with the permeability of the water-bearing beds. The ground-water reservoir is recharged principally by precipitation within the area or within adjacent areas, Ground-water discharge takes place principally by pumping from wells, subsurface outflow, and evaporation and transpiration. Most of the domestic, stock, public, and irrigation supplies are obtained from wells. It is estimated that probably more than 2 billion gallons of water is pumped annually from wells in the area. Since 1947, ground-water recharge has been about equal to ground-water discharge.</p><p>The use of ground water for irrigation has increased greatly since 1946 and indications are that many more wells may be drilled and pumped without dangerously lowering the water table. Approximately 11,000 to 12,000 acres were irrigated in 1951. A map showing the thickness of water-bearing materials indicates that although much of the area has enough water-bearing material to support irrigation wells, parts of Wichita and Greeley counties have little or none.</p><p>The Ogallala is the principal water-bearing formation in the area. Small amounts of water may also be obtained locally from alluvial deposits and from cracks in the Niobrara formation. Two deep test wells to the Dakota formation have been drilled but, because of the poor quality of the water, have never been used.</p><p>The ground water in Wichita and Greeley counties, though hard, is suitable for most purposes. Water from the Ogallala is generally high in fluoride and in some cases may be injurious to the teeth of children. Water from the Dakota, though soft, is unfit for irrigation because of a high content of sodium.</p><p>The field data upon which most of this report is based are given in tables; they include records of 417 wells, chemical analyses of 31 samples of water, and logs of 57 test holes and wells.</p>","language":"English","publisher":"University of Kansas","publisherLocation":"Lawrence, KS","usgsCitation":"Prescott, G., Branch, J., and Wilson, W., 1954, Geology and ground-water resources of Wichita and Greeley Counties, Kansas: Kansas Geological Survey Bulletin, v. 108, 134 p. .","productDescription":"134 p. ","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":327505,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":327503,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.kgs.ku.edu/General/geologyBulls.html"}],"volume":"108","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57bd73dbe4b03fd6b7df2ce9","contributors":{"authors":[{"text":"Prescott, G.C. Jr.","contributorId":103352,"corporation":false,"usgs":true,"family":"Prescott","given":"G.C.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":646733,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Branch, J.R.","contributorId":173971,"corporation":false,"usgs":false,"family":"Branch","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":646734,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wilson, W.W.","contributorId":6396,"corporation":false,"usgs":true,"family":"Wilson","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":646735,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70042869,"text":"70042869 - 1954 - Progress report on selected ground-water basins in Utah","interactions":[{"subject":{"id":15512,"text":"ofr74352 - 1974 - Hydrologic reconnaissance of the southern Uinta Basin, Utah and Colorado","indexId":"ofr74352","publicationYear":"1974","noYear":false,"title":"Hydrologic reconnaissance of the southern Uinta Basin, Utah and Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":70042869,"text":"70042869 - 1954 - Progress report on selected ground-water basins in Utah","indexId":"70042869","publicationYear":"1954","noYear":false,"title":"Progress report on selected ground-water basins in Utah"},"id":1}],"lastModifiedDate":"2017-05-24T10:24:10","indexId":"70042869","displayToPublicDate":"2013-01-01T00:00:00","publicationYear":"1954","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":294,"text":"Technical Publication","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"9","title":"Progress report on selected ground-water basins in Utah","docAbstract":"<p>This technical publication consists essentially of the interpretation of data collected in connection with a detailed inventory of ground-water pumpage and water-level trends in four irrigation districts in southern Utah. Much of this information was assembled in a preliminary report entitled \"Inventory of ground-water pumpage in three irrigation districts in southern Utah,\" by H. A. Waite and others, and was used by the State Engineer in a court hearing in Parowan in February 1954.</p>","language":"English","publisher":"Utah Department of Natural Resources, Division of Water Rights","publisherLocation":"Salt Lake City, UT","usgsCitation":"Waite, H., Nelson, W., Lofgren, B.E., and Feth, J.H., 1954, Progress report on selected ground-water basins in Utah: Technical Publication 9, 128 p.","productDescription":"128 p.","numberOfPages":"130","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":266570,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":331498,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=20-4-230"},{"id":331499,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://waterrights.utah.gov/docSys/v920/w920/w9200088.pdf"}],"country":"United States","state":"Utah","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-111.046551,41.251716],[-111.046723,40.997959],[-110.750727,40.996847],[-110.715026,40.996347],[-110.539819,40.996346],[-110.500718,40.994746],[-110.375714,40.994947],[-110.250709,40.996089],[-110.237848,40.995427],[-110.125709,40.99655],[-110.121639,40.997101],[-110.048476,40.997555],[-110.006495,40.997815],[-110.000708,40.997352],[-109.999838,40.99733],[-109.97553,40.997912],[-109.855299,40.997614],[-109.854302,40.997661],[-109.715409,40.998191],[-109.713877,40.998266],[-109.676421,40.998395],[-109.534926,40.998143],[-109.500694,40.999127],[-109.250735,41.001009],[-109.231985,41.002059],[-109.173682,41.000859],[-109.050076,41.000659],[-109.048455,40.826081],[-109.049088,40.714562],[-109.048373,40.662602],[-109.048249,40.653601],[-109.048044,40.619231],[-109.050074,40.540358],[-109.049955,40.539901],[-109.050698,40.499963],[-109.050314,40.495092],[-109.050946,40.444368],[-109.050969,40.222662],[-109.050973,40.180849],[-109.050944,40.180712],[-109.050813,40.059579],[-109.050873,40.058915],[-109.050615,39.87497],[-109.05104,39.660472],[-109.051363,39.497674],[-109.050765,39.366677],[-109.051512,39.126095],[-109.052436,38.999985],[-109.053292,38.942878],[-109.053233,38.942467],[-109.053797,38.905284],[-109.053943,38.904414],[-109.054189,38.874984],[-109.057388,38.795456],[-109.059541,38.719888],[-109.060253,38.599328],[-109.059962,38.499987],[-109.060062,38.275489],[-109.054648,38.244921],[-109.041762,38.16469],[-109.041837,38.153022],[-109.04282,37.999301],[-109.042819,37.997068],[-109.043121,37.97426],[-109.041058,37.907236],[-109.041653,37.88117],[-109.041844,37.872788],[-109.041723,37.842051],[-109.041754,37.835826],[-109.041461,37.800105],[-109.042098,37.74999],[-109.041636,37.74021],[-109.04176,37.713182],[-109.041732,37.711214],[-109.042269,37.666067],[-109.042089,37.623795],[-109.042131,37.617662],[-109.041806,37.604171],[-109.041865,37.530726],[-109.041915,37.530653],[-109.043137,37.499992],[-109.043464,37.484711],[-109.04581,37.374993],[-109.046039,37.249993],[-109.045584,37.249351],[-109.045487,37.210844],[-109.045978,37.201831],[-109.045995,37.177279],[-109.045156,37.112064],[-109.045203,37.111958],[-109.045173,37.109464],[-109.045189,37.096271],[-109.044995,37.086429],[-109.045058,37.074661],[-109.045166,37.072742],[-109.045223,36.999084],[-109.181196,36.999271],[-109.233848,36.999266],[-109.246917,36.999346],[-109.26339,36.999263],[-109.268213,36.999242],[-109.270097,36.999266],[-109.378039,36.999135],[-109.381226,36.999148],[-109.495338,36.999105],[-109.625668,36.998308],[-109.875673,36.998504],[-110.000677,36.997968],[-110.000876,36.998502],[-110.021778,36.998602],[-110.47019,36.997997],[-110.490908,37.003566],[-110.50069,37.00426],[-110.599512,37.003448],[-110.625605,37.003416],[-110.62569,37.003721],[-110.75069,37.003197],[-111.066496,37.002389],[-111.133718,37.000779],[-111.254853,37.001077],[-111.278286,37.000465],[-111.405517,37.001497],[-111.405869,37.001481],[-111.412784,37.001478],[-112.35769,37.001025],[-112.368946,37.001125],[-112.534545,37.000684],[-112.538593,37.000674],[-112.540368,37.000669],[-112.545094,37.000734],[-112.558974,37.000692],[-112.609787,37.000753],[-112.899366,37.000319],[-112.966471,37.000219],[-113.965907,36.999976],[-113.965907,37.000025],[-114.0506,37.000396],[-114.051749,37.088434],[-114.051822,37.090976],[-114.052827,37.103961],[-114.051867,37.134292],[-114.052179,37.14711],[-114.051673,37.172368],[-114.051405,37.233854],[-114.051974,37.283848],[-114.051974,37.284511],[-114.0518,37.293044],[-114.0518,37.293548],[-114.051927,37.370459],[-114.051927,37.370734],[-114.051765,37.418083],[-114.052448,37.43144],[-114.052701,37.492014],[-114.052685,37.502513],[-114.052718,37.517264],[-114.052689,37.517859],[-114.052962,37.592783],[-114.052472,37.604776],[-114.051728,37.745997],[-114.051785,37.746249],[-114.05167,37.746958],[-114.051109,37.756276],[-114.049919,37.765586],[-114.048473,37.809861],[-114.049677,37.823645],[-114.049928,37.852508],[-114.049658,37.881368],[-114.050423,37.999961],[-114.049903,38.148601],[-114.050138,38.24996],[-114.049417,38.2647],[-114.05012,38.404536],[-114.050091,38.404673],[-114.050485,38.499955],[-114.049834,38.543784],[-114.049862,38.547764],[-114.050154,38.57292],[-114.049883,38.677365],[-114.049749,38.72921],[-114.049168,38.749951],[-114.049465,38.874949],[-114.048521,38.876197],[-114.048054,38.878693],[-114.049104,39.005509],[-114.047079,39.499943],[-114.047728,39.542742],[-114.047273,39.759413],[-114.047783,39.79416],[-114.047214,39.821024],[-114.047134,39.906037],[-114.046555,39.996899],[-114.046835,40.030131],[-114.046386,40.097896],[-114.046741,40.104231],[-114.046683,40.116931],[-114.046153,40.231971],[-114.046178,40.398313],[-114.045826,40.424823],[-114.045218,40.430282],[-114.045518,40.494474],[-114.045577,40.495801],[-114.045281,40.506586],[-114.043505,40.726292]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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"51050923e4b091226576ea17","contributors":{"authors":[{"text":"Waite, H.A.","contributorId":58336,"corporation":false,"usgs":true,"family":"Waite","given":"H.A.","email":"","affiliations":[],"preferred":false,"id":472450,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nelson, W.B.","contributorId":30282,"corporation":false,"usgs":true,"family":"Nelson","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":472447,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lofgren, B. E.","contributorId":42579,"corporation":false,"usgs":true,"family":"Lofgren","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":472449,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Feth, John Henry Frederick","contributorId":37310,"corporation":false,"usgs":true,"family":"Feth","given":"John","email":"","middleInitial":"Henry Frederick","affiliations":[],"preferred":false,"id":472448,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70048361,"text":"tei456 - 1954 - Results of core drilling for uranium-bearing lignite, Mendenhall area, Harding County, South Dakota","interactions":[],"lastModifiedDate":"2013-11-22T09:22:35","indexId":"tei456","displayToPublicDate":"2009-02-10T15:01:00","publicationYear":"1954","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":"456","title":"Results of core drilling for uranium-bearing lignite, Mendenhall area, Harding County, South Dakota","docAbstract":"Core drilling for data on uranium-bearing lignite in the Mendenhall area, Harding County, S. Dak. , was conducted by the U. S. Bureau of Mines during the period October 1952 to July 1953. Forty-two core holes totaling 9, 683 feet drilled in an area of about six square miles indicate a reserve of about 127/000,000 tons of lignite of which about 49,000,000 tons contain an average of 0.005 percent uranium or more. The Mendenhall area is near the center of the Slim Buttes, which are about 30 miles long from north to south. The uranium-bearing lignite averages, 5. 4 feet in thickness and occurs in the Ludlow member of the Fort Union formation of Paleocene age. Fuel analyses of about 130 samples indicate that the lignite contains about 15 percent ash, 36.7 percent moisture, 24r percent fixed carbon, 23.9 percent volatile matter, and 1.5 percent sulfur and has heating values of about 5,800 btu (as received). Uranium analyses of about 700 samples of lignite core indicate that about 2, 790 tons of uranium are present in the Mendenhall area. Inferred uranium reserves of 2,335 and .1. 050 tons are indicated by grade cutoffs of 0. 005 and 0. 01 percent uranium in the lignites, and 2, 065 and l s 35Stons are indicated by grade cutoffs of 0.03 and 0.05 percent uranium in the lignite ash. The above grade cutoffs have been incorporated on maps showing areal distribution:\nand thickness of mineralized beds.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/tei456","collaboration":"Prepared in cooperation with the U.S. Atomic Energy Commission","usgsCitation":"Gill, J.R., 1954, Results of core drilling for uranium-bearing lignite, Mendenhall area, Harding County, South Dakota: U.S. Geological Survey Trace Elements Investigations 456, Report: 90 p.; Plate 3: 17.87 inches x 10.60 inches; Plate 4: 23.47 inches x 21.84 inches; Plate 5: 18.13 inches x 27.54 inches; Plate 6: 19.59 inches x 26.01 inches; Plate 7: 16.60 inches x 24.97 inches; Plate 8: 17.12 inches x 21.07 inches, https://doi.org/10.3133/tei456.","productDescription":"Report: 90 p.; Plate 3: 17.87 inches x 10.60 inches; Plate 4: 23.47 inches x 21.84 inches; Plate 5: 18.13 inches x 27.54 inches; Plate 6: 19.59 inches x 26.01 inches; Plate 7: 16.60 inches x 24.97 inches; Plate 8: 17.12 inches x 21.07 inches","costCenters":[],"links":[{"id":278014,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/tei/456/report-thumb.jpg"},{"id":279527,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/456/plate-3.pdf"},{"id":279528,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/456/plate-4.pdf"},{"id":279526,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/tei/456/report.pdf"},{"id":279529,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/456/plate-5.pdf"},{"id":279530,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/456/plate-6.pdf"},{"id":279531,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/456/plate-7.pdf"},{"id":279532,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/tei/456/plate-8.pdf"}],"country":"United States","state":"South Dakota","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -103.238635,45.387284 ], [ -103.238635,45.47112 ], [ -103.127169,45.47112 ], [ -103.127169,45.387284 ], [ -103.238635,45.387284 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"524162e8e4b0ec672f073b03","contributors":{"authors":[{"text":"Gill, James R.","contributorId":44904,"corporation":false,"usgs":true,"family":"Gill","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":484419,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70048368,"text":"tei467 - 1954 - Uranium-bearing lignite and its relation to the White River and Arikaree formations in northwestern South Dakota and adjacent states","interactions":[],"lastModifiedDate":"2014-04-07T14:53:38","indexId":"tei467","displayToPublicDate":"2009-01-13T09:13:00","publicationYear":"1954","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":"467","title":"Uranium-bearing lignite and its relation to the White River and Arikaree formations in northwestern South Dakota and adjacent states","docAbstract":"In northwestern South Dakota and adjacent areas uranium-bearing lignite beds occur at many horizons in the Hell Creek formation of late Cretaceous age and the overlying Ludlow, Tongue River, and Sentinel Butte members of the Fort Union formation of Paleocene age. Uranium analyses of 275 surface and auger samples and about 1,000 core samples show that many of the lignite beds contain 0. 005 to 0. 02 percent uranium with concentrations of 0. 05 to 0.10 percent uranium in the lignite ash. Analytical data indicate that the region contains an aggregate of at least 47,500, 000 tons of lignite with an average grade of slightly more than .0. 008 percent containing 3, 900 tons of uranium. Almost a fifth of the estimated reserves are adapted to strip mining and are in beds averaging about 4 feet in thickness. Uranium concentrations of this magnitude in lignite indicate that these deposits upon the development of proper utilization techniques and processes may be an important future source of uranium. Recent discoveries of ore-grade deposits of autunite-bearing lignite and secondary uranium minerals in carbonaceous sandstone at Cave Hills and Slim Buttes indicate that northwestern South Dakota and adjacent areas may containimportant reserves of uranium-ore. The stratigraphic units containing the uraniferous lignite beds have a combined thickness of about 1, 500 feet and are unconformably overlapped by 300 feet or more of tuffaceous sandstone and bentonitic claystone of the White River and Arikaree formations of Oligocene and Miocene age. The stratigraphically highest lignite beds in the local sequence have the greatest concentration of uranium,, and the uranium content is greatest at the top of thick lignite beds, diminishing progressively downward to a vanishing point in their lower parts. Variations in permeability of the rock overlying the mineralized lignite beds seem to be reflected in the intensity of uranium mineralization. Most of the known uranium-bearing lignite deposits in the region are closely overlain by the White River and Arikaree formations. Field evidence indicates that the uranium in the lignite is independent of the age of the formation in which the lignite occurs and that the uranium has been concentrated by downward and laterally moving ground water from the overlying mildly radioactive, tuffaceous rocks. The White River and Arikaree formations have about 1.2 times more uranium than the average sedimentary rock. The uranium content of spring water from these formations is 30 times as great or greater than that of normal ground water. Field relations suggest that the uranium is of secondary origin and has been introduced subsequent to the accumulation and marked regional warping of the lignite beds and associated rocks. During the transportation of the uranium-bearing volcanic materials from their place of origin to the site of deposition in South Dakota, the uranium is believed to have been held as a finely disseminated constituent in volcanic ash. Subsequent release or displacement of the uranium is thought to have resulted from weathering and chemical breakdown, thus freeing and allowing the transportation of the uranium, probably in ionic form, to the lignite by downward and laterally moving groundwaters 0 Gar bonaceous material in the path of these uranium-bearing waters is believed to have acted as a receptor that extracted the uranium as a result of an ion exchange mechanism or by the formation of organo-metallic compounds Geologic factors that seem most significant in controlling the distribution and concentration of uranium in Dakota lignites are as follows: 1) stratlgraphic proximity of the lignite to the base of the White River formation; 2) permeability of the rocks overlying the lignites; 3) adsorptive properties and porosities of the lignitic constituents; 4) present and past position of the groundwater table; and 5) the amount of uranium in\nthe original White River and Arikaree sediments. Individual maps showing the extent, thickness, and variations in mineral content of the important deposits in the Table Mountain, Cave Hills, Slim Buttes, Lodgepole, and Medicine Pole areas are included. Conditions controlling the concentration of uranium are described and their application as guides to finding additional reserves by the presently held concepts are explained and illustrated.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/tei467","collaboration":"This report concerns work done on behalf of the Division of Raw Materials of the U.S. Atomic Energy Commission","usgsCitation":"Denson, N., Bachman, G., and Zeller, H.D., 1954, Uranium-bearing lignite and its relation to the White River and Arikaree formations in northwestern South Dakota and adjacent states: U.S. Geological Survey Trace Elements Investigations 467, Report: 97 p., https://doi.org/10.3133/tei467.","productDescription":"Report: 97 p.","numberOfPages":"100","costCenters":[],"links":[{"id":284152,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/tei467.jpg"},{"id":285870,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/tei/0467/report.pdf"}],"country":"United States","state":"Montana;North Dakota;South Dakota;Wyoming","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.7324,44.0718 ], [ -105.7324,46.4227 ], [ -102.7881,46.4227 ], [ -102.7881,44.0718 ], [ -105.7324,44.0718 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5242b467e4b096ee6246420e","contributors":{"authors":[{"text":"Denson, N.M.","contributorId":79458,"corporation":false,"usgs":true,"family":"Denson","given":"N.M.","affiliations":[],"preferred":false,"id":484449,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bachman, G.O.","contributorId":55858,"corporation":false,"usgs":true,"family":"Bachman","given":"G.O.","email":"","affiliations":[],"preferred":false,"id":484448,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zeller, H. D.","contributorId":104872,"corporation":false,"usgs":true,"family":"Zeller","given":"H.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":484450,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":51718,"text":"ofr54194 - 1954 - Geologic and seismic investigations for relocation of Route 128 near Route 28 in Quincy, Mass.","interactions":[],"lastModifiedDate":"2014-06-18T08:59:14","indexId":"ofr54194","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-194","title":"Geologic and seismic investigations for relocation of Route 128 near Route 28 in Quincy, Mass.","docAbstract":"<p>In order to obtain information that would aid in locating a base line for the proposed relocation of Route 128 near Route 28 in Quincy, Mass., exploratory geologic and seismic studies were made of an area along a line between a point on present Route 128 approximately 800 feet east of the Milton-Quincy town line to a point on Route 28 approximately 600 feet to the north of the intersection of Route 28 and 128. This work was performed in September 1953 as part of a cooperative program of the Massachusetts Department of Public Works and the United States Department of the Interior, Geological Survey.</p>\n<br>\n<p>Mr. M. E. Chandler and Mr. W. L. Carney, of the Mass. Dept. of Public Works, did the survey for the project and prepared the plans and profiles. Mr. handler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boston, MA","doi":"10.3133/ofr54194","usgsCitation":"May, J.E., 1954, Geologic and seismic investigations for relocation of Route 128 near Route 28 in Quincy, Mass.: U.S. Geological Survey Open-File Report 54-194, 2 p., https://doi.org/10.3133/ofr54194.","productDescription":"2 p.","numberOfPages":"6","costCenters":[],"links":[{"id":288741,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288740,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0194/report.pdf"}],"country":"United States","state":"Massachusetts","city":"Quincy","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.093299,42.204257 ], [ -71.093299,42.30799 ], [ -70.945841,42.30799 ], [ -70.945841,42.204257 ], [ -71.093299,42.204257 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8150","contributors":{"authors":[{"text":"May, James E.","contributorId":85255,"corporation":false,"usgs":true,"family":"May","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":244181,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51617,"text":"ofr5427 - 1954 - Floods in Devils and Pecos River basins of Texas, June 27-28, 1954 - miscellaneous data","interactions":[],"lastModifiedDate":"2016-08-09T14:43:51","indexId":"ofr5427","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-27","title":"Floods in Devils and Pecos River basins of Texas, June 27-28, 1954 - miscellaneous data","docAbstract":"<p>Record-breaking floods occurred June 27, 28, 1954, in the Devils and lower Pecos Rivers and in some tributaries to those streams, caused by heavy rainfall of June 26-28. At the time of the flood the geological Survey was not operating a gaging station in the Devils River basin or in the Pecos river basin below Girvin. Continuous records of the flow of Devils River were obtained by the Geological Survey at the station at Baker's Crossing near Juno from May 1925 to September 1949 and on the Pecos River near Sheffield from October 1921 to April 1925 and from October 1939 to September 1949. Records of the great flood flows near the mouths of the Devils and Pecos Rivers mentioned above were obtained by the International Boundary and Water Commission, United States and Mexico, at gaging stations maintained by that agency on the Devils River near Del Rio and the Pecos River near Comstock. The outstanding nature of the flood in the lower Pecos River is shown by the fact that the maximum stage reached at the Comstock gaging station was 97.8 ft on June 27, 1954, whereas the maximum stage reached at this gage between the beginning of record in 1900 and 1954 was only 38.2 ft.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5427","usgsCitation":"Breeding, S., 1954, Floods in Devils and Pecos River basins of Texas, June 27-28, 1954 - miscellaneous data: U.S. Geological Survey Open-File Report 54-27, 8 p., https://doi.org/10.3133/ofr5427.","productDescription":"8 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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,{"id":51630,"text":"ofr5451 - 1954 - Memorandum on ground-water investigations in the Sells area, Papago Indian Reservation, Pima County, Arizona","interactions":[],"lastModifiedDate":"2015-10-22T12:55:47","indexId":"ofr5451","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-51","title":"Memorandum on ground-water investigations in the Sells area, Papago Indian Reservation, Pima County, Arizona","docAbstract":"<p>From 1950 to the present date the Ground Water Branch, U.S. Geological Survey, has been collecting data about the ground-water supply in the Sells area, at the request of the Bureau of Indian Affairs, Papago Indian Agency. &nbsp;The purpose of these studies has been to aid in locating and developing additional ground-water supplies for the community of Sells, the agency headquarters. &nbsp;The work has been financed by and has been in cooperation with the Papago Indian Agency. &nbsp;In addition to the author of this memorandum, the following personnel aided in collecting data: D. G. Metzger, H. E. Skibitzke, S.F. Turner, H. N. Wolcott, and C. B. Yost, Jr.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5451","usgsCitation":"Coates, D., 1954, Memorandum on ground-water investigations in the Sells area, Papago Indian Reservation, Pima County, Arizona: U.S. Geological Survey Open-File Report 54-51, 10 p., https://doi.org/10.3133/ofr5451.","productDescription":"10 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":178702,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr5451.jpg"},{"id":310478,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0051/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","county":"Pima","otherGeospatial":"Papago Indian Reservation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.91909790039062,\n              31.949831760406877\n            ],\n            [\n              -111.84974670410155,\n              31.950123073342215\n            ],\n            [\n              -111.82777404785156,\n              31.878723805312543\n            ],\n            [\n              -111.91978454589842,\n              31.87347596019353\n            ],\n            [\n              -111.93866729736328,\n              31.949540446547825\n            ],\n            [\n              -111.90982818603516,\n              31.949831760406877\n            ],\n            [\n              -111.91909790039062,\n              31.949831760406877\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ce4b07f02db613dc8","contributors":{"authors":[{"text":"Coates, D.R.","contributorId":39449,"corporation":false,"usgs":true,"family":"Coates","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":244050,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51638,"text":"ofr5464 - 1954 - Correlation of geophysical and geological data from Naval Petroleum Reserve No. 4, 1948","interactions":[],"lastModifiedDate":"2012-02-02T00:11:32","indexId":"ofr5464","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-64","title":"Correlation of geophysical and geological data from Naval Petroleum Reserve No. 4, 1948","language":"ENGLISH","doi":"10.3133/ofr5464","usgsCitation":"Dana, S.W., 1954, Correlation of geophysical and geological data from Naval Petroleum Reserve No. 4, 1948: U.S. Geological Survey Open-File Report 54-64, 11 p., 2 plates, https://doi.org/10.3133/ofr5464.","productDescription":"11 p., 2 plates","costCenters":[],"links":[{"id":179667,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db684657","contributors":{"authors":[{"text":"Dana, S. W.","contributorId":13311,"corporation":false,"usgs":true,"family":"Dana","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":244063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51659,"text":"ofr5493 - 1954 - Tables of basic data to accompany report on geologic and hydrologic features of the San Bernardino area, California, with special reference to underflow across the San Jacinto fault","interactions":[],"lastModifiedDate":"2015-10-22T12:59:47","indexId":"ofr5493","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-93","title":"Tables of basic data to accompany report on geologic and hydrologic features of the San Bernardino area, California, with special reference to underflow across the San Jacinto fault","docAbstract":"<p>This appendix presents a part of the basic data collected by the United States Geological Survey in cooperation with the San Bernardino County Flood Control District in the ground-water investigation of the San Bernardino area, California.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5493","usgsCitation":"Garrett, A.A., and Dutcher, L., 1954, Tables of basic data to accompany report on geologic and hydrologic features of the San Bernardino area, California, with special reference to underflow across the San Jacinto fault: U.S. Geological Survey Open-File Report 54-93, Report: 150 p.; Plate: 10.42 x 5.70 inches, https://doi.org/10.3133/ofr5493.","productDescription":"Report: 150 p.; Plate: 10.42 x 5.70 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":178490,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr5493.jpg"},{"id":310483,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0093/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Bernardino Area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.41363525390625,\n              34.19362958613087\n            ],\n            [\n              -117.41363525390625,\n              34.02648590051866\n            ],\n            [\n              -117.17330932617188,\n              34.01168859910852\n            ],\n            [\n              -117.18978881835938,\n              34.16068181711789\n            ],\n            [\n              -117.18978881835938,\n              34.16977214177208\n            ],\n            [\n              -117.18841552734376,\n              34.178861487501464\n            ],\n            [\n              -117.19253540039062,\n              34.18567785430489\n            ],\n            [\n              -117.41363525390625,\n              34.19362958613087\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adfe4b07f02db6877e4","contributors":{"authors":[{"text":"Garrett, A. A.","contributorId":44901,"corporation":false,"usgs":true,"family":"Garrett","given":"A.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":244096,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dutcher, L.C.","contributorId":42191,"corporation":false,"usgs":true,"family":"Dutcher","given":"L.C.","email":"","affiliations":[],"preferred":false,"id":244095,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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,{"id":51674,"text":"ofr54135 - 1954 - Memorandum on ground-water conditions in parts of Tps. 10 and 11 S., Rs. 23 and 24 W., Yuma County, Arizona","interactions":[],"lastModifiedDate":"2015-10-01T14:01:49","indexId":"ofr54135","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-135","title":"Memorandum on ground-water conditions in parts of Tps. 10 and 11 S., Rs. 23 and 24 W., Yuma County, Arizona","docAbstract":"<p>In response to a request from J.R. 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,{"id":51676,"text":"ofr54139 - 1954 - The investigation of chemical quality of water in tidal rivers","interactions":[],"lastModifiedDate":"2015-10-01T14:03:52","indexId":"ofr54139","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-139","title":"The investigation of chemical quality of water in tidal rivers","docAbstract":"<p>This report has been prepared for the guidance of personnel of the Water Resources Division who are engaged in water-quality investigations of tidal rivers. The study of tidal rivers is beset with many complexities not present in the investigation of non-tidal rivers. The periodic rise and fall of the tide may result in a corresponding periodic change in salinity at a sampling location on the tidal river. When the fresh water discharge is low, saline water may intrude up-river, and any factor changing the relative elevations of the ocean and the mean river level has an effect on the extent of salt-water intrusion. Variations in water composition between samples taken at several locations up or down river, at different depths, or at several locations across the stream are likely to be more pronounced than for similar sets of samples from a non-tidal stream. The nature of these variations and factors responsible for them are discussed, and the need for consideration of them in planning a sampling routine is stressed. The nature and mechanism of ocean-water intrusion in tidal rivers is discussed and sampling procedures for its detection are described. lllustrative examples - mostly from the work of the United States Geological Survey or State agencies - show various methods for correlating and presenting data from quality-of-water surveys of tidal rivers. Each tidal river presents an individual problem which can best be understood from a study of the factors involved. To that end the report is supplemented by an annotated bibliography of selected publications in the field.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr54139","usgsCitation":"Keighton, W.B., 1954, The investigation of chemical quality of water in tidal rivers: U.S. Geological Survey Open-File Report 54-139, ii, 54 p., https://doi.org/10.3133/ofr54139.","productDescription":"ii, 54 p.","numberOfPages":"58","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":178775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr54139.PNG"},{"id":309426,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0139/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a85e4b07f02db64d2e2","contributors":{"authors":[{"text":"Keighton, Walter B.","contributorId":81877,"corporation":false,"usgs":true,"family":"Keighton","given":"Walter","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":244122,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51681,"text":"ofr54151 - 1954 - Summary of porosity and permeability data, 1950","interactions":[],"lastModifiedDate":"2012-02-02T00:11:28","indexId":"ofr54151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-151","title":"Summary of porosity and permeability data, 1950","language":"ENGLISH","doi":"10.3133/ofr54151","usgsCitation":"Hover, A., 1954, Summary of porosity and permeability data, 1950: U.S. Geological Survey Open-File Report 54-151, 5 p., https://doi.org/10.3133/ofr54151.","productDescription":"5 p.","costCenters":[],"links":[{"id":179461,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db69885f","contributors":{"authors":[{"text":"Hover, A.N.","contributorId":54286,"corporation":false,"usgs":true,"family":"Hover","given":"A.N.","email":"","affiliations":[],"preferred":false,"id":244130,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51699,"text":"ofr54173 - 1954 - Hydraulic characteristics of aquifers penetrated by irrigation wells in the vicinity of Orovada, Humboldt County, Nevada, 1953","interactions":[],"lastModifiedDate":"2015-10-01T14:04:56","indexId":"ofr54173","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-173","title":"Hydraulic characteristics of aquifers penetrated by irrigation wells in the vicinity of Orovada, Humboldt County, Nevada, 1953","docAbstract":"<p>During the period April 21-23, 1953, a pumping test was made on several irrigation wells penetrating alluvium about a mile southwest of Orovada, Nev., in order to determine the hydraulic characteristics of the aquifers commonly penetrated by wells in that vicinity. The test was made by the writer, engineer, and J.L Poole, geologist, United States Geological Survey, as part of an investigation of the ground-water resources of Nevada being by the U.S Geological Survey in cooperation with the State Engineer. Much recent interest in the development of underground water by pumping in the Orovada area made it desirable to make the pumping test in order to obtain data that might be helpful in the proper planning of future development.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr54173","usgsCitation":"Loeltz, O.J., 1954, Hydraulic characteristics of aquifers penetrated by irrigation wells in the vicinity of Orovada, Humboldt County, Nevada, 1953: U.S. Geological Survey Open-File Report 54-173, 30 p., https://doi.org/10.3133/ofr54173.","productDescription":"30 p.","numberOfPages":"32","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":176432,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr54173.PNG"},{"id":309427,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0173/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Nevada","county":"Humboldt","otherGeospatial":"Orovada","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.81909942626955,\n              41.54096372717518\n            ],\n            [\n              -117.81909942626955,\n              41.587972289460076\n            ],\n            [\n              -117.74768829345703,\n              41.587972289460076\n            ],\n            [\n              -117.74768829345703,\n              41.54096372717518\n            ],\n            [\n              -117.81909942626955,\n              41.54096372717518\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a2ec","contributors":{"authors":[{"text":"Loeltz, Omar J.","contributorId":86312,"corporation":false,"usgs":true,"family":"Loeltz","given":"Omar","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":244154,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51701,"text":"ofr54175 - 1954 - Average daily withdrawals of water for public supply from Kings, Queens, and Nassau Counties in Long Island, New York, from 1904 through 1953","interactions":[],"lastModifiedDate":"2014-06-18T08:26:31","indexId":"ofr54175","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-175","title":"Average daily withdrawals of water for public supply from Kings, Queens, and Nassau Counties in Long Island, New York, from 1904 through 1953","docAbstract":"The U.S. Geological Survey in cooperation with the New York State Water Power and Control Commission, the Nassau County Department of Public Works, the Suffolk County Board of Supervisors, and the Suffolk County Water Authority has been conducting continuing investigations since 1932 on the ground-water resources in Long Island, N. Y. One of the several phases of these studies is the collection and tabulation of data on the withdrawals by pumpage for public supply.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mineola, NY","doi":"10.3133/ofr54175","collaboration":"Prepared in cooperation with the New York State Water Power and Control Commission, Nassau County Department of Public Works, Suffolk County Board of Supervisors, and the Suffolk County Water Authority","usgsCitation":"Lusczynski, N., and Spiegel, S., 1954, Average daily withdrawals of water for public supply from Kings, Queens, and Nassau Counties in Long Island, New York, from 1904 through 1953: U.S. Geological Survey Open-File Report 54-175, 6 p., https://doi.org/10.3133/ofr54175.","productDescription":"6 p.","numberOfPages":"6","temporalStart":"1904-01-01","temporalEnd":"1953-12-31","costCenters":[],"links":[{"id":288722,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288721,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0175/report.pdf"}],"country":"United States","state":"New York","county":"Kings County;Nassau County;Queens County","city":"Long Island","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -74.042729,40.542833 ], [ -74.042729,40.946876 ], [ -73.423259,40.946876 ], [ -73.423259,40.542833 ], [ -74.042729,40.542833 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a972","contributors":{"authors":[{"text":"Lusczynski, N.J.","contributorId":10779,"corporation":false,"usgs":true,"family":"Lusczynski","given":"N.J.","affiliations":[],"preferred":false,"id":244156,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spiegel, S.J.","contributorId":107143,"corporation":false,"usgs":true,"family":"Spiegel","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":244157,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":51711,"text":"ofr54187 - 1954 - Ground-water data collected in the Missouri River basin units in Kansas during 1953","interactions":[],"lastModifiedDate":"2018-11-05T10:45:15","indexId":"ofr54187","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-187","title":"Ground-water data collected in the Missouri River basin units in Kansas during 1953","docAbstract":"<p>Ground-water studies in the Missouri River basin were begun by the United States Geological Survey during the fall of 1945 as a part of a program for the development of the resources of the basin by the United States Bureau of Reclamation and other Federal Agencies. The studies of the ground-water resources in the part of Kansas that lies within the Missouri River basin have been coordinated with the cooperative program of ground water studies which were already being made in Kansas by the U. S. Geological Survey, the State Geological Survey of Kansas, the Division of Sanitation of the Kansas State Board of Health, and the Division of Water Resources of the Kansas State Board of Agriculture.</p><p>Areas in which ground-water data have been and are being collected are the following: Almena unit in Norton and Phillips Counties; Bostwick unit in Jewell, Republic, and Cloud Counties; Cedar Bluff unit in Ellis, Rush, and Trego Counties; Glen Elder unit in Mitchell County; Kanopolis unit in Ellsworth, McPherson, and Saline Counties; Kirwin unit in Phillips, Smiths and Osborne Counties; St. Francis unit in Cheyenne County; Webster unit in Osborne County; and Wilson unit in Lincoln County. (See fig. 1.) Data relating to the Ladder Creek project in Greeley, Gove, Lane, Logan, Scott, Wallace, and Wichita Counties will be published later in a separate report.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr54187","usgsCitation":"Mason, B., 1954, Ground-water data collected in the Missouri River basin units in Kansas during 1953: U.S. Geological Survey Open-File Report 54-187, 34 p., https://doi.org/10.3133/ofr54187.","productDescription":"34 p.","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":176725,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1954/0187/report-thumb.jpg"},{"id":359150,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0187/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -102.030029296875,\n              38.44498466889473\n            ],\n            [\n              -97.415771484375,\n              38.44498466889473\n            ],\n            [\n              -97.415771484375,\n              40.002371935876475\n            ],\n            [\n              -102.030029296875,\n              40.002371935876475\n            ],\n            [\n              -102.030029296875,\n              38.44498466889473\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d019","contributors":{"authors":[{"text":"Mason, B.J.","contributorId":53029,"corporation":false,"usgs":true,"family":"Mason","given":"B.J.","email":"","affiliations":[],"preferred":false,"id":244173,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51713,"text":"ofr54189 - 1954 - Geologic interpretation of seismic data, relocation of Route 3: cut, stations 364-382 in Billerica, Mass.","interactions":[],"lastModifiedDate":"2014-06-18T08:37:50","indexId":"ofr54189","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-189","title":"Geologic interpretation of seismic data, relocation of Route 3: cut, stations 364-382 in Billerica, Mass.","docAbstract":"Geologic and seismic studies were made of this site in October 1951, primarily for the purpose of obtaining data what would aid in establishing a grade for the proposed highway. A report on the geology of the site together with the interpretation of the seismic data that were obtained at this time was submitted by James E. Maynard and Robert M. Haslewood (file report of October 1952). Additional seismic work was performed at this site in Maroh 1953; Mr. M. E. Chandler, Engineer, Massachusetts Department of Public Works, operated seismic equipment at this time. This later work was done to obtain information that would augment the data of the preliminary survey sufficiently to permit estimates to be made of the quantities of materials to be excavated from the cut. This report contains the geologic interpretation of the supplementary seismic data that were obtained during the Maroh 1953 survey. The work was perfromed as a part of a cooperative project of the Massachusetts Department of Public Works and the United States Geological Survey.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boston, MA","doi":"10.3133/ofr54189","usgsCitation":"May, J.E., 1954, Geologic interpretation of seismic data, relocation of Route 3: cut, stations 364-382 in Billerica, Mass.: U.S. Geological Survey Open-File Report 54-189, 2 p., https://doi.org/10.3133/ofr54189.","productDescription":"2 p.","numberOfPages":"6","costCenters":[],"links":[{"id":288730,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288729,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0189/report.pdf"}],"country":"United States","state":"Massachusetts","city":"Billeriea","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.333592,42.506544 ], [ -71.333592,42.612745 ], [ -71.205032,42.612745 ], [ -71.205032,42.506544 ], [ -71.333592,42.506544 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a50d1","contributors":{"authors":[{"text":"May, James E.","contributorId":85255,"corporation":false,"usgs":true,"family":"May","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":244176,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51714,"text":"ofr54190 - 1954 - Geologic and seismic investigations, relocation of Route 3, grade separation at Route 62, southeast ramp in Bedford, Mass.","interactions":[],"lastModifiedDate":"2014-06-18T08:40:44","indexId":"ofr54190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-190","title":"Geologic and seismic investigations, relocation of Route 3, grade separation at Route 62, southeast ramp in Bedford, Mass.","docAbstract":"<p>The relocation of Route 3 in Bedford, Mass. requires extensive cuts for a grade separation at Route 62. This report contains only the results of the geologic and seismic studies that were made for the purpose of obtaining information that would aid in the construction of the inner and outer loops of the southeast ramp. The studies represent part of a cooperative program of the Massachusetts Department of Public Works and the United States Geological Survey. The work was performed in July 1953.</p>\n<br>\n<p>The site is located in the Wilmington and Lexington 7-1/2-minute quadrangle maps of the United States Geological Survey. Mr. M. E. Chandler and Mr. W. L. Carney, Massachusetts Department of Public works' Engineers, performed all pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boston, MA","doi":"10.3133/ofr54190","usgsCitation":"May, J.E., 1954, Geologic and seismic investigations, relocation of Route 3, grade separation at Route 62, southeast ramp in Bedford, Mass.: U.S. Geological Survey Open-File Report 54-190, 2 p., https://doi.org/10.3133/ofr54190.","productDescription":"2 p.","numberOfPages":"5","costCenters":[],"links":[{"id":288732,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288731,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0190/report.pdf"}],"country":"United States","state":"Massachusetts","city":"Bedford","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.321171,42.459556 ], [ -71.321171,42.52663 ], [ -71.231635,42.52663 ], [ -71.231635,42.459556 ], [ -71.321171,42.459556 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8100","contributors":{"authors":[{"text":"May, James E.","contributorId":85255,"corporation":false,"usgs":true,"family":"May","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":244177,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51715,"text":"ofr54191 - 1954 - Geologic interpretation of seismic data, relocation of Route 3 at Route 62, northwest ramps and approach for Route 62 in Bedford, Mass.","interactions":[],"lastModifiedDate":"2014-06-18T08:43:36","indexId":"ofr54191","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-191","title":"Geologic interpretation of seismic data, relocation of Route 3 at Route 62, northwest ramps and approach for Route 62 in Bedford, Mass.","docAbstract":"<p>Geologic and seismic studies were made at this site in October 1961 primarily for obtaining data that would aid in estimating the quantities of materials to be excavated from the cut required for the construction of Route 3. A report in the geology of the site together with the interpretation of the seismic data that were obtained at this time was submitted by Robert O. Castle and Robert M. Haslewood (file report of October 1951). Additional seismic work was performed at this site in July 1953. This later work was done to obtain information that would help in planning for the construction of the inner and outer loops of the northwest ramp, and the western approach of Route 62 to Route 3. This report contains the geologic interpretation of the supplementary seismic data that were obtained during the July 1953 survey. The work was performed as a part of a cooperative project of the Massachusetts Department of Public Works and the United States Geological Survey.</p>\n<br>\n<p>Mr. M. E. Chandler and Mr. W. L. Carney, Department of Public Works' Engineers, performed all pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr54191","collaboration":"Supplementary report","usgsCitation":"May, J.E., 1954, Geologic interpretation of seismic data, relocation of Route 3 at Route 62, northwest ramps and approach for Route 62 in Bedford, Mass.: U.S. Geological Survey Open-File Report 54-191, 2 p., https://doi.org/10.3133/ofr54191.","productDescription":"2 p.","numberOfPages":"6","costCenters":[],"links":[{"id":288734,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288733,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0191/report.pdf"}],"country":"United States","state":"Massachusetts","city":"Bedford","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.321171,42.459556 ], [ -71.321171,42.52663 ], [ -71.231635,42.52663 ], [ -71.231635,42.459556 ], [ -71.321171,42.459556 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5256","contributors":{"authors":[{"text":"May, James E.","contributorId":85255,"corporation":false,"usgs":true,"family":"May","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":244178,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51716,"text":"ofr54192 - 1954 - Geologic and seismic investigation for relocation of Route 8, cut, stations 0-18 in Sandisfield, Mass.","interactions":[],"lastModifiedDate":"2015-03-04T11:09:17","indexId":"ofr54192","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-192","title":"Geologic and seismic investigation for relocation of Route 8, cut, stations 0-18 in Sandisfield, Mass.","docAbstract":"<p>In December 1952 preliminary geologic and seismic reconnaissance were made if this site. Six seismic profiles were made at this time and a report on this work was transmitted by James E. Maynard and Russell F. Kaiser. The seismic data obtained at this time was derived from a continuous series of profiles approximately parallel to, and from 25 to 60 feet to the west of, the base line. These transverses explored the deepest part of the prospective cut, but did not furnish enough detailed information to permit sufficiently accurate estimates to be made of the quantities of materials to be excavated. This information required an additional, continuous series of seismic profiles made along the base line, and a series of single seismic profiles made across the base line at suitable intervals; this work was performed in August 1953 as part of a cooperative program of the United States Geological Survey and the Massachusetts Department of Public Works.</p>\n<p>&nbsp;</p>\n<p>Mr. M. E. Chandler and Mr. W. L. Carney, Department of Public Works Engineers, performed all pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boston, MA","doi":"10.3133/ofr54192","usgsCitation":"May, J.E., 1954, Geologic and seismic investigation for relocation of Route 8, cut, stations 0-18 in Sandisfield, Mass.: U.S. Geological Survey Open-File Report 54-192, 2 p., https://doi.org/10.3133/ofr54192.","productDescription":"2 p.","numberOfPages":"6","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":298282,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288737,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0192/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Massachusetts","city":"Sandisfield","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8161","contributors":{"authors":[{"text":"May, James E.","contributorId":85255,"corporation":false,"usgs":true,"family":"May","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":511493,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51717,"text":"ofr54193 - 1954 - Geologic and seismic investigations for relocation of Route 128 at Route 1A in Dedham, Mass.","interactions":[],"lastModifiedDate":"2014-06-18T08:55:47","indexId":"ofr54193","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-193","title":"Geologic and seismic investigations for relocation of Route 128 at Route 1A in Dedham, Mass.","docAbstract":"<p>The proposed relocation of Route 128 in Dedham, Mass. requires a grade separation with long approach cuts at its crossing with Route 1A. In order to obtain information on the configuration and depths of the bedrock surfaces, and on the nature of the overlying material, a geologic study was made of the site, and a program of seismic work was carried out. The work was performed in June, August and September 1953 as part of a cooperative program of the Massachusetts Department of Public Works and the United States Geological Survey.</p>\n<br>\n<p>The area studies is located in the Norwood, Mass. 7-1/2-minute quadrangle map of the United Stated Geological Survey.</p>\n<br>\n<p>Mr. M. E. Chandler and Mr. W. L. Carney, Department of Public Works' Engineers, performed all pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boston, MA","doi":"10.3133/ofr54193","usgsCitation":"May, J.E., 1954, Geologic and seismic investigations for relocation of Route 128 at Route 1A in Dedham, Mass.: U.S. Geological Survey Open-File Report 54-193, 2 p., https://doi.org/10.3133/ofr54193.","productDescription":"2 p.","numberOfPages":"7","costCenters":[],"links":[{"id":288739,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288738,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0193/report.pdf"}],"country":"United States","state":"Massachusetts","city":"Dedham","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.231661,42.20924 ], [ -71.231661,42.280327 ], [ -71.130808,42.280327 ], [ -71.130808,42.20924 ], [ -71.231661,42.20924 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a813b","contributors":{"authors":[{"text":"May, James E.","contributorId":85255,"corporation":false,"usgs":true,"family":"May","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":244180,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51719,"text":"ofr54195 - 1954 - Geologic and seismic investigation for southeast expressway, stations 600-603 in Quincy, Mass.","interactions":[],"lastModifiedDate":"2014-06-18T09:02:13","indexId":"ofr54195","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-195","title":"Geologic and seismic investigation for southeast expressway, stations 600-603 in Quincy, Mass.","docAbstract":"<p>At this site the southbound lane of the proposed highway will be located approximately 75 feet to the left (south) of the base line. This will place it close to the base of a mound of granite quarry waste with very steep slopes. As a cut of considerable depth will be required for the road, the mound of waste with its unstable slope constitutes a very hazardous condition, especially with respect to the possibility of rock-falls and slides. Seismic work was performed at the site with the two aims in view; firstly, to obtain information on depths to bedrock that would aid in estimating the quantities of materials to be removed from the proposed cut, secondly, to obtain data that might aid in estimating the quantity of material in the mound of quarry waste with the object of obtaining estimates for its removal. Transverses A-13 and C-D were made for this latter purpose. Additional transverses would have been of value, but they were not made because of the possibility of starting rock-falls or slides, a situation that would have exposed personnel to unwarranted danger, and equipment to avoidable risk.</p>\n<br>\n<p>Mr. M. E. Chandler and Me. W. L. Carney, Massachusetts Department of Public Works' Engineers, performed pertinent survey work required for this project, and prepared the essential plans and profiles. Mr. Chandler also operated the seismic equipment and assisted in the preparation of the seismic velocity data.</P>\n<br>\n<p>The work was performed in June 1953 as part of a cooperative program of the Massachusetts Department of Public Works and the United States Geological Survey.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boston, MA","doi":"10.3133/ofr54195","usgsCitation":"May, J.E., 1954, Geologic and seismic investigation for southeast expressway, stations 600-603 in Quincy, Mass.: U.S. Geological Survey Open-File Report 54-195, 2 p., https://doi.org/10.3133/ofr54195.","productDescription":"2 p.","numberOfPages":"5","costCenters":[],"links":[{"id":288745,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288744,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0195/report.pdf"}],"country":"United States","state":"Massachusetts","city":"Quincy","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.093299,42.204257 ], [ -71.093299,42.30799 ], [ -70.945841,42.30799 ], [ -70.945841,42.204257 ], [ -71.093299,42.204257 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8165","contributors":{"authors":[{"text":"May, James E.","contributorId":85255,"corporation":false,"usgs":true,"family":"May","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":244182,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":51720,"text":"ofr54196 - 1954 - Geology and geologic interpretation of seismic data, relocation of Route 102 in Lee, Mass., proposed cut, stations 30-36","interactions":[],"lastModifiedDate":"2014-06-18T09:07:10","indexId":"ofr54196","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1954","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":"54-196","title":"Geology and geologic interpretation of seismic data, relocation of Route 102 in Lee, Mass., proposed cut, stations 30-36","docAbstract":"<p>Geologic and seismic studies were made at this site for the purpose of obtaining data that would aid in determining the kinds of material underlying the site, and estimating the amounts of these materials to be excavated. The work was done in May 1952 as part of a cooperative program of the Massachusetts Department of Public Works and the Interior States Geological Survey.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boston, MA","doi":"10.3133/ofr54196","usgsCitation":"May, J.E., and Hazelwood, R.M., 1954, Geology and geologic interpretation of seismic data, relocation of Route 102 in Lee, Mass., proposed cut, stations 30-36: U.S. Geological Survey Open-File Report 54-196, 2 p., https://doi.org/10.3133/ofr54196.","productDescription":"2 p.","numberOfPages":"4","costCenters":[],"links":[{"id":288748,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288747,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1954/0196/report.pdf"}],"country":"United States","state":"Massachusetts","city":"Lee","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -73.289303,42.256845 ], [ -73.289303,42.368328 ], [ -73.160147,42.368328 ], [ -73.160147,42.256845 ], [ -73.289303,42.256845 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5197","contributors":{"authors":[{"text":"May, James E.","contributorId":85255,"corporation":false,"usgs":true,"family":"May","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":244183,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hazelwood, Robert M.","contributorId":95131,"corporation":false,"usgs":true,"family":"Hazelwood","given":"Robert","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":244184,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}