{"pageNumber":"1795","pageRowStart":"44850","pageSize":"25","recordCount":46619,"records":[{"id":45750,"text":"pp562J - 1972 - Summary of alluvial-channel data from Rio Grande conveyance channel, New Mexico, 1965-69","interactions":[],"lastModifiedDate":"2014-07-09T11:17:54","indexId":"pp562J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"562","chapter":"J","title":"Summary of alluvial-channel data from Rio Grande conveyance channel, New Mexico, 1965-69","docAbstract":"No abstract available.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Sediment transport in alluvial channels","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp562J","usgsCitation":"Culbertson, J., Scott, C., and Bennett, J.P., 1972, Summary of alluvial-channel data from Rio Grande conveyance channel, New Mexico, 1965-69: U.S. Geological Survey Professional Paper 562, 48 p., https://doi.org/10.3133/pp562J.","productDescription":"48 p.","numberOfPages":"48","costCenters":[],"links":[{"id":120318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0562j/report-thumb.jpg"},{"id":82364,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0562j/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.0502,31.3322 ], [ -109.0502,37.0003 ], [ -103.002,37.0003 ], [ -103.002,31.3322 ], [ -109.0502,31.3322 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69939b","contributors":{"authors":[{"text":"Culbertson, J.K.","contributorId":11649,"corporation":false,"usgs":true,"family":"Culbertson","given":"J.K.","email":"","affiliations":[],"preferred":false,"id":231968,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, C.H.","contributorId":101634,"corporation":false,"usgs":true,"family":"Scott","given":"C.H.","email":"","affiliations":[],"preferred":false,"id":231970,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bennett, J. P.","contributorId":52103,"corporation":false,"usgs":true,"family":"Bennett","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":231969,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2715,"text":"wsp1827D - 1972 - Effect of aging on aluminum hydroxide complexes in dilute aqueous solutions","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1827D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1827","chapter":"D","title":"Effect of aging on aluminum hydroxide complexes in dilute aqueous solutions","docAbstract":"Aqueous aluminum solutions containing 4?10 -5 mole/liter aluminum and a constant total ionic strength of 10 -2, but with varying ratios of hydroxide to aluminum (OH:Al), were prepared. Progress of these solutions toward equilibrium conditions over aging periods of as much as 2 years was studied by determining the composition and pH of the solutions at various time intervals. The solutions, after mixing, were supersaturated with respect to both crystalline and amorphous forms of aluminum oxides and aluminum hydroxides. The compositions of the solutions were determined by use of a timed colorimetric analytical procedure which allowed the estimation of three separate forms of aluminum that have been designated Al a, Al b, and Al c. Form Al a appeared to be composed of monomeric species such as Al(H20)6+3, Al(OH)(H20)5+2, Al(OH)2(H20)4 +I and Al(OH)4-. Form Al b was polynuclear material containing perhaps 20-400 aluminum atoms per structure. It appeared to be a metastable material. Form Al c was composed of relatively large, microcrystalline, clearly solid AI(OH)3 particles.\r\n\r\nFor each OH :Al ratio, the concentration of Al a remained constant with aging time, Al b decreased, and Al c increased. It appeared that Al b particles were increasing in size and ultimately were converted to Al c particles. After a few weeks' aging, Al c particles had the structure of gibbsite. \r\n\r\nIn all solutions, equilibrium was only very slowly achieved, and the time required depended on the OH:Al ratio and how rapidly the solution was initially prepared (mixing time). Lower ratios caused a slower approach to equilibrium; sometimes equilibrium was not achieved even after several years' aging. The more slowly base was initially added (to obtain the proper OH:Al ratio), the more slowly was equilibrium approached. Ultimate equilibrium values of dissolved aluminum concentration and pH were consistent with known thermodynamic data on monomeric aluminum species. \r\n\r\nFrom data determined during the aging study and by considering Al b material to consist of extremely small solid gibbsite particles, it was possible to estimate the Gibbs free energy of the (001) crystal face (?F, the gibbsite 'face') and the. Gibbs free energy of the (110) and (100) crystal faces (?E, the gibbsite 'edge') of gibbsite in equilibrium with its saturated solution. These values were: ?F=1404 ? 24 ergs/cm 2, and ?E = 483  ?-84 ergs/cm 2.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1827D","usgsCitation":"Smith, R.W., and Hem, J.D., 1972, Effect of aging on aluminum hydroxide complexes in dilute aqueous solutions: U.S. Geological Survey Water Supply Paper 1827, iv, 51 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1827D.","productDescription":"iv, 51 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":139001,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1827d/report-thumb.jpg"},{"id":29099,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1827d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688247","contributors":{"authors":[{"text":"Smith, Ross Wilbert","contributorId":61404,"corporation":false,"usgs":true,"family":"Smith","given":"Ross","email":"","middleInitial":"Wilbert","affiliations":[],"preferred":false,"id":145656,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hem, John David","contributorId":42577,"corporation":false,"usgs":true,"family":"Hem","given":"John","email":"","middleInitial":"David","affiliations":[],"preferred":false,"id":145655,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56716,"text":"wdrKS711 - 1972 - Water resources data for Kansas, water year 1971; Part 1, Surface water records","interactions":[],"lastModifiedDate":"2012-02-02T00:12:07","indexId":"wdrKS711","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"KS-71-1","title":"Water resources data for Kansas, water year 1971; Part 1, Surface water records","language":"ENGLISH","doi":"10.3133/wdrKS711","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for Kansas, water year 1971; Part 1, Surface water records: U.S. Geological Survey Water Data Report KS-71-1, 220 p., https://doi.org/10.3133/wdrKS711.","productDescription":"220 p.","costCenters":[],"links":[{"id":180860,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fce4b07f02db5f5b03","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":532832,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48056,"text":"ofr72257 - 1972 - Travel time for solutes, upper Sabine River basin, Texas, April 16-30, 1972","interactions":[],"lastModifiedDate":"2016-08-23T16:01:56","indexId":"ofr72257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-257","title":"Travel time for solutes, upper Sabine River basin, Texas, April 16-30, 1972","docAbstract":"<p>The U.S. Geological Survey, in cooperation with the Sabine River Compact Administration, conducted time-of-travel studies in the Sabine River Basin on April 16-30, 1972. One study was made on the main stem of the Sabine River in four reaches from Lake Tawakoni to Toledo Bend Reservoir, a distance of 219 miles. Two other studies were made on reaches of Lake Fork Creek and Big Sandy Creek. The purpose of these studies was to provide travel-rate data to be used by the Sabine River Authority of Texas in constructing a hydrologic model of the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72257","collaboration":"Prepared in cooperation with the Sabine River Compact Administration","usgsCitation":"Mills, W.B., 1972, Travel time for solutes, upper Sabine River basin, Texas, April 16-30, 1972: U.S. Geological Survey Open-File Report 72-257, 2 Plates: 23.37 x 18.72 inches and 23.70 x 19.28 inches, https://doi.org/10.3133/ofr72257.","productDescription":"2 Plates: 23.37 x 18.72 inches and 23.70 x 19.28 inches","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":327753,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr72257.JPG"},{"id":84814,"rank":399,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0257/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84815,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0257/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Sabine River Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db626a86","contributors":{"authors":[{"text":"Mills, Willard B.","contributorId":29390,"corporation":false,"usgs":true,"family":"Mills","given":"Willard","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":236748,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48057,"text":"ofr72260 - 1972 - Applications of the generalized information processing system (GIPSY)","interactions":[],"lastModifiedDate":"2012-02-02T00:10:06","indexId":"ofr72260","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-260","title":"Applications of the generalized information processing system (GIPSY)","docAbstract":"The Generalized Information Processing System (GIPSY) stores and retrieves variable-field, variable-length records consisting of numeric data, textual data, or codes. A particularly noteworthy feature of GIPSY is its ability to search records for words, word stems, prefixes, and suffixes as well as for numeric values. Moreover, retrieved records may be printed on pre-defined formats or formatted as fixed-field, fixed-length records for direct input to other-programs, which facilitates the exchange of data with other systems. \r\n\r\nAt present there are some 22 applications of GIPSY falling in the general areas of bibliography, natural resources information, and management science, This report presents a description of each application including a sample input form, dictionary, and a typical formatted record. It is hoped that these examples will stimulate others to experiment with innovative uses of computer technology.","language":"ENGLISH","doi":"10.3133/ofr72260","usgsCitation":"Moody, D., and Kays, O., 1972, Applications of the generalized information processing system (GIPSY): U.S. Geological Survey Open-File Report 72-260, 85 p. ill. ; 28 cm., https://doi.org/10.3133/ofr72260.","productDescription":"85 p. ill. ; 28 cm.","costCenters":[],"links":[{"id":161878,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0260/report-thumb.jpg"},{"id":84816,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0260/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a3f5","contributors":{"authors":[{"text":"Moody, D.W.","contributorId":54642,"corporation":false,"usgs":true,"family":"Moody","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":236749,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kays, Olaf","contributorId":93476,"corporation":false,"usgs":true,"family":"Kays","given":"Olaf","email":"","affiliations":[],"preferred":false,"id":236750,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48019,"text":"ofr7280 - 1972 - The ground-water system in southeastern Laramie County, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:34:25","indexId":"ofr7280","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-80","title":"The ground-water system in southeastern Laramie County, Wyoming","docAbstract":"Increased development of irrigation wells in southeastern Laramie County, Wyo., has caused concern about the quantity of water available. Ground water from approximately 230 large-capacity wells is used to irrigate most of the 18,165 acres under irrigation. \r\n\r\nThe purpose of this study is to provide more knowledge about the character of the aquifers, quantity of water in storage, rate of withdrawal, and the effect of withdrawals on streamflow. The area studied consists of about 400 square miles in southeastern Laramie County in the extreme southeast corner of Wyoming. \r\n\r\nThe White River Formation of Oligocene age and alluvium of Quaternary age are the principal aquifers. The White River Formation is made up primarily of clay, silt, and fine sand. Secondary permeability in the White River Formation accounts for it being an important aquifer. The alluvium, which Includes terrace and flood-plain deposits, consists of sand and gravel that contain some lenses of silt and clay.\r\n\r\nExistence of secondary permeability in the White River Formation has been accepted for some time although the nature of the secondary permeability has been disputed. Examination of downhole conditions with a television camera during this study revealed openings in the formation that appeared to be similar to tubes or caverns. The openings were of various sizes and shapes but only a few appeared to be associated with fracturing. Solution activity in the formation probably is an important factor in the development of secondary permeability. \r\n\r\nThe study area was divided into the Pine Bluffs-Egbert area and the Carpenter area. Ground-water movement in the Pine Bluffs-Egbert area is generally eastward into Nebraska; in the Carpenter area, movement is generally southward into Colorado. \r\n\r\nPumpage from large-capacity wells in the Pine Bluffs-Egbert area was estimated to be about 21,790 acre-feet in 1971. Water levels exhibited a declining trend annually in some areas during the period of record. Data indicate that pumpage in the Pine Bluffs-Egbert area probably is the cause of decreased base flow in Lodgepole Creek since approximately 1961. Increased pumpage, above that in 1971, will result in further reduction of discharge of Lodgepole Creek into Nebraska. \r\n\r\nIn the Carpenter area, it was estimated that the terrace deposit contained about 1 million acre-feet of saturated sediments in March 1971. The amount of ground water in storage in the White River Formation in this area is unknown.\r\n\r\nPumpage from large-capacity wells in the Carpenter area was estimated to be about 7,090 acre-feet in 1971. Recharge to the area was not estimated but there was no indication of a net decline in water levels between September 1970 and September 1971.","language":"ENGLISH","doi":"10.3133/ofr7280","usgsCitation":"Crist, M.A., and Borchert, W.B., 1972, The ground-water system in southeastern Laramie County, Wyoming: U.S. Geological Survey Open-File Report 72-80, 51 p. ill., maps ; 28 cm., https://doi.org/10.3133/ofr7280.","productDescription":"51 p. ill., maps ; 28 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":84790,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0080/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84791,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0080/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84794,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0080/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":161748,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0080/report-thumb.jpg"},{"id":84792,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0080/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84793,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0080/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84787,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0080/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84788,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0080/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84789,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0080/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db655e6e","contributors":{"authors":[{"text":"Crist, Marvin A.","contributorId":63376,"corporation":false,"usgs":true,"family":"Crist","given":"Marvin","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":236681,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Borchert, William B.","contributorId":16879,"corporation":false,"usgs":true,"family":"Borchert","given":"William","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":236680,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48004,"text":"ofr71344 - 1972 - Records of water-level measurements in wells in the Oklahoma panhandle, 1966-70","interactions":[],"lastModifiedDate":"2012-02-02T00:10:08","indexId":"ofr71344","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"71-344","title":"Records of water-level measurements in wells in the Oklahoma panhandle, 1966-70","docAbstract":"Investigations of the ground-water resources of the Oklahoma panhandle by the U.S. Geological Survey in cooperation with the Oklahoma Water Resources Board includes collection of water-level records; the systematic collection of these records began in 1937. Records of many shallow wells were compiled in 1937 and periodic measurements were made in a few wells until 1966. Owing to the heavy development of irrigation during the 1960's (fig. 1) an expanded network of observation wells established in Texas County in 1966 and in Beaver and Cimarron Counties in 1967; measurement of water levels have been made on an annual basis since those times.\r\nThis report contains water-level records for the period 1966-70 in Texas County, and for the period 1967-70 in Beaver and Cimarron Counties. At the present time (1971) the annual observation-well network includes 528 wells, of which 98 are in Beaver County, 211 are in Cimarron County, and 219 are in Texas County. These data provide an index to available ground-water supplies; they will be useful in planning and studying water resources development; and they will serve as a framework of data for the detailed hydrologic investigation now in progress in the panhandle.\r\n\r\n(available as photostat copy only)","language":"ENGLISH","doi":"10.3133/ofr71344","usgsCitation":"Hart, D.L., 1972, Records of water-level measurements in wells in the Oklahoma panhandle, 1966-70: U.S. Geological Survey Open-File Report 71-344, 66 p. : ill. ; 21 x 27 cm., https://doi.org/10.3133/ofr71344.","productDescription":"66 p. : ill. ; 21 x 27 cm.","costCenters":[],"links":[{"id":161897,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e58cc","contributors":{"authors":[{"text":"Hart, Donald L. Jr.","contributorId":89946,"corporation":false,"usgs":true,"family":"Hart","given":"Donald","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236661,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13787,"text":"ofr72130 - 1972 - Earthquakes in the oil field at Rangely, Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:10:07","indexId":"ofr72130","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-130","title":"Earthquakes in the oil field at Rangely, Colorado","docAbstract":"<p>Seven years of seismic data recorded at the Uinta Basin Observatory were searched for earthquakes originating near an oil field at Rangely, Colorado, located 65 km ESE of the observatory. Changes in the number of earthquakes recorded per year appear to correlate with changes in the quantity of fluid injected per year. Between November 1962 and January 1970, 976 earthquakes were detected near the oil field by the UBO station; 320 earthquakes were larger than magnitude 1.</p> <p>Richter magnitudes are estimated from both S-wave and P-wave measurements and a method based on the duration of the seismic signal is used to estimate the magnitude of the larger shocks. The two largest shocks had magnitudes of 3.4 and 3.3. The total seismic energy released was l0<sup>l7</sup> ergs. During this same period the energy used for water injection, measured at the wellhead, was 10<sup>21</sup> ergs.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr72130","usgsCitation":"Gibbs, J., Healy, J., Raleigh, C.B., and Coakley, J.M., 1972, Earthquakes in the oil field at Rangely, Colorado: U.S. Geological Survey Open-File Report 72-130, 26 p.; Appendix, https://doi.org/10.3133/ofr72130.","productDescription":"26 p.; Appendix","onlineOnly":"Y","temporalStart":"1962-11-01","temporalEnd":"1970-01-31","costCenters":[{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"links":[{"id":116805,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_72_130.gif"},{"id":111130,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1972/0130/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Colorado","city":"Rangely","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.75,40 ], [ -109.75,40.5 ], [ -108.75,40.5 ], [ -108.75,40 ], [ -109.75,40 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db629424","contributors":{"authors":[{"text":"Gibbs, James F.","contributorId":95880,"corporation":false,"usgs":true,"family":"Gibbs","given":"James F.","affiliations":[],"preferred":false,"id":168386,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Healy, John H.","contributorId":19562,"corporation":false,"usgs":true,"family":"Healy","given":"John H.","affiliations":[],"preferred":false,"id":168384,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Raleigh, C. Barry","contributorId":103683,"corporation":false,"usgs":true,"family":"Raleigh","given":"C.","email":"","middleInitial":"Barry","affiliations":[],"preferred":false,"id":168387,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Coakley, John M.","contributorId":61436,"corporation":false,"usgs":true,"family":"Coakley","given":"John","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":168385,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":48048,"text":"ofr72216 - 1972 - Annual compilation and analysis of hydrologic data for urban studies in the San Antonio, Texas metropolitan area, 1969","interactions":[],"lastModifiedDate":"2017-06-14T11:07:37","indexId":"ofr72216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-216","title":"Annual compilation and analysis of hydrologic data for urban studies in the San Antonio, Texas metropolitan area, 1969","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72216","usgsCitation":"Land, L.F., 1972, Annual compilation and analysis of hydrologic data for urban studies in the San Antonio, Texas metropolitan area, 1969: U.S. Geological Survey Open-File Report 72-216, 109 p., https://doi.org/10.3133/ofr72216.","productDescription":"109 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":170426,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","city":"San Antonio","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.8165283203125,\n              29.123373210819224\n            ],\n            [\n              -98.19580078125,\n              29.123373210819224\n            ],\n            [\n              -98.19580078125,\n              29.699982298744377\n            ],\n            [\n              -98.8165283203125,\n              29.699982298744377\n            ],\n            [\n              -98.8165283203125,\n              29.123373210819224\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bb03","contributors":{"authors":[{"text":"Land, L. F.","contributorId":17253,"corporation":false,"usgs":true,"family":"Land","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":236734,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13705,"text":"ofr72125 - 1972 - Appraisal of iron deposits in southern and western Turkey","interactions":[],"lastModifiedDate":"2012-02-02T00:06:57","indexId":"ofr72125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-125","title":"Appraisal of iron deposits in southern and western Turkey","docAbstract":"Between May 20 and June 17, 1969, previously known iron deposits were examined widely at eight separate localities in western Turkey. The object of the examinations was to learn the, nature, geologic setting, and approximate size of each deposit, to review prior estimates of size, and possibly recommend additional exploratory work.. The full extent of each deposit is poorly known at the present time, so recommended additional work entails drilling, digging trenches or pits, geologic mapping or, combinations of these activities. \r\n\r\nOn Qaldagi Mountain an area of about 1 sq km is capped by bredciated chert under which may be a continuous zone of mixed iron oxides and chert fragments. The thickness of the ferruginous zone is poorly known but is as much as 12 meters, in at least one place. The- ferruginous material and chert appear to have formed by the weathering of serpentine, bun this concept needs further testing. Drilling is recommended to determine the grade, thickness, and extent-of the ferruginous zone beneath the cherty cap. Inasmuch as mining by hand sorting is in progress, part of the deposit can be considered to be marginally in the category of iron reserves. \r\n\r\nThe Keceborlu iron deposit consists of earthy to slightly compacted hematite and limonite mixed with small chert fragments. The surface area underlain by ferruginous rock is about 5,000 to 7,500 sq meters. The maximum known thickness of the deposit is about 7 meters. Iron appears to have been concentrated by weathering and oxidation of cherty limestone. The deposit is probably either a remnant of a once more extensive weathered cap, or a sink hole filling. The Keceborlu area warrants a low priority for further exploration, but one drill hole is recommended to test the thickness of the deposit. \r\n\r\nThe iron deposits at Mellec are layered and vein-magnetite replacements of limestone. The six known deposits are discontinuous. No additional. work is recommended. ' \r\n\r\nThe Gilindire Iron deposit consists of irregular concentrations of pisolitic and earthy hematite and 'limonite along an unconformity or disconformity between two groups of limestone. The ferruginous zone is incompletely known around the rim of the large Gilindire syncline. Data from trenches 5 to 6 km around the syncline--about ? the possible length of the ferruginous zone--provide the main knowledge about the size and grade of ferruginous lenses. The ferruginous lenses range in thickness from a fraction of a meter, to about 3 meters, but appear to average 1 meter or less, and range in grade from about 10 to 37 percent iron. No additional exploration work is recommended at Gilindire. \r\n\r\nThe Buyukeceli deposit consists of veinlike masses of earthy and compact hematite and limonite cutting fresh limestone. The veins apparently originally contained siderite which has been weathered and converted to iron oxide. Further exploration by drilling is recommended at such time as other largest deposits are able to be brought into the development stage in the Mediterranean coastal area of Turkey. \r\n\r\nThe iron deposits overlooking Bayas on the Gulf of Iskenderun ere in one or more layers along the west-facing front of the Amanus Mountain Range, between beds of gently to moderately east-dipping limestone. \r\n\r\nIsolated exposures may represent a once-continuous ferruginous bed that has been blockfaulted and intruded by serpentine. The ferruginous bed (or beds) is 20-30 meters thick, and consists of a mixture of very fine grained hematite and claylike material. Iron content ranges from 20 to 40 percent and aluminum, averages about 15 percent. Available data on distribution are scant but suggest that one ferruginous bed may be 1-2 kilometers long, 500 meters wide and 20 meters thick. The potentially large size of the Payas deposits warrants an early coordinated program of drilling end beneficiation testing. \r\n\r\nAn iron deposit was examined on a conspicuous limestone ridge in the Syrian graben east of the Amanus Moun","language":"ENGLISH","publisher":"U.S. Geological Survey],","doi":"10.3133/ofr72125","usgsCitation":"Gair, J.E., and Capan, U.Z., 1972, Appraisal of iron deposits in southern and western Turkey: U.S. Geological Survey Open-File Report 72-125, ii, 28 leaves :ill., maps ;27 cm., https://doi.org/10.3133/ofr72125.","productDescription":"ii, 28 leaves :ill., maps ;27 cm.","costCenters":[],"links":[{"id":146841,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0125/report-thumb.jpg"},{"id":42270,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a3a3","contributors":{"authors":[{"text":"Gair, Jacob Eugene","contributorId":14387,"corporation":false,"usgs":true,"family":"Gair","given":"Jacob","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":168265,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Capan, Ussal Z.","contributorId":100402,"corporation":false,"usgs":true,"family":"Capan","given":"Ussal","email":"","middleInitial":"Z.","affiliations":[],"preferred":false,"id":168266,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48102,"text":"ofr72463 - 1972 - Ground-water levels in observation wells in Oklahoma, 1969-70","interactions":[],"lastModifiedDate":"2014-05-29T07:40:16","indexId":"ofr72463","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-463","title":"Ground-water levels in observation wells in Oklahoma, 1969-70","docAbstract":"<p>The investigation of the ground-water resources of Oklahoma by the U.S. Geological Survey in cooperation with the Oklahoma Water Resources Board includes a continuing program to collect records of water levels in selected observation wells on a systematic basis. These water-level records: (1) provide an index to available ground-water supplies; (2) facilitate the prediction of trends in water levels that will indicate likely changes in storage; (3) aid in the prediction of the base flow of streams; (4) provide information for use in basic research; (5) provide long-time continuous records of fluctuations of water levels in representative wells; and (6) serve as a framework to which other types of hydrologic data my be related.</p>\n<br>\n<p>Prior to 1956, measurements of water levels in observation wells in Oklahoma were included in water-supply papers published annually by the U.S. Geological Survey. Beginning with the 1956 calendar year, however, Geological Survey water-level reports will contain only records of a selected network of observation wells, and will be published at 5-year intervals. The first of this series, for the 1956-59 period was published in 1962.</p>\n<br>\n<p>In addition to the water-supply papers, the U.S. Geological Survey, cooperation with the Oklahoma Water Resources Board, has published the following informal reports on water levels in Oklahoma.</p>\n<br>\n<p>Ground-water levels in observations wells in Oklahoma, 1956-60</p>\n<br>\n<p>Ground-water levels in observations wells in Oklahoma, 1961-62</p>\n<br>\n<p>Ground-water levels in observations wells in Oklahoma, 1963-64</p>\n<br>\n<p>Ground-water levels in observations wells in Oklahoma, 1965-66</p>\n<br>\n<p>Ground-water levels in observations wells in Oklahoma, 1967-68</p>\n<br>\n<p>Records of water-level measurements in wells in the Oklahoma Panhandle, 1966-70</p>\n<br>\n<p>Records of water-level measurements in wells in the Oklahoma Panhandle, 1971-72</p>\n<br>\n<p>The basic observation-well network in Oklahoma during the period 1969-70 included the following counties: Alfalfa, Beaver, Beckham, Caddo, Cimarron, Cleveland, Garfield, Garvin, Grady, Greer, Harmon, Jackson, Kingfisher, LeFlore, Major, Muskogee, Oklahoma, Payne, Pontotoc, Rogers, Sequoyah, Texas, Tillman, Wagoner, Washita, and Woodward. Table 2 includes the basic observation-well network and other wells measured by the U.S. Geological Survey.</p>\n<br>\n<p>The data in this report were compiled and prepared for publication under the cooperative agreement for ground-water investigations in Oklahoma between the Oklahoma Water Resources Board, the U.S. Army Corps of Engineers, the Oklahoma Geological Survey, and the U.S. Geological Survey.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72463","collaboration":"Prepared in cooperation with the Oklahoma Water Resources Board","usgsCitation":"Moore, R., 1972, Ground-water levels in observation wells in Oklahoma, 1969-70: U.S. Geological Survey Open-File Report 72-463, 86 p., https://doi.org/10.3133/ofr72463.","productDescription":"86 p.","numberOfPages":"91","costCenters":[],"links":[{"id":287756,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287755,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0463/report.pdf"}],"country":"United States","state":"Oklahoma","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -103.0,34.0 ], [ -103.0,37.0 ], [ -95.0,37.0 ], [ -95.0,34.0 ], [ -103.0,34.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dd44","contributors":{"authors":[{"text":"Moore, R.L.","contributorId":95930,"corporation":false,"usgs":true,"family":"Moore","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":236815,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48097,"text":"ofr72464 - 1972 - Records of water-level measurements in wells in the Oklahoma panhandle, 1971-72","interactions":[],"lastModifiedDate":"2017-06-14T16:43:35","indexId":"ofr72464","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-464","title":"Records of water-level measurements in wells in the Oklahoma panhandle, 1971-72","docAbstract":"<p>Investigations of the ground-water resources of the Oklahoma panhandle by the U.S. Geological Survey in cooperation with the Oklahoma Water Resources Board includes collection of water-level records; the systematic collection of these records began in 1937. Records of many shallow wells were compiled in 1937 and periodic measurements were made in a few wells until 1966. Owing to the heavy development of irrigation during the 1960's (fig. 1) an expanded network of observation wells established in Texas County in 1966 and in Beaver and Cimarron Counties in 1967; measurement of water levels have been made on an annual basis since those times.</p><p>This report contains water-level records for the period 1971-72 and the water-level change for the period 1966-72 in Texas County, and for the period 1967-72 in Beaver and Cimarron Counties. At the present time (1972) the annual observation-well network includes 521 wells, of which 97 are in Beaver County, 203 are in Cimarron County, and 221 are in Texas County. These data provide an index to available ground-water supplies; they will be useful in planning and studying water resources development; and they will serve as a framework of data for the detailed hydrologic investigation now in progress in the panhandle.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72464","collaboration":"Prepared in cooperation with the Oklahoma Water Resources Board","usgsCitation":"Hart, D.L., Hoffman, G.L., and Goemaat, R.L., 1972, Records of water-level measurements in wells in the Oklahoma panhandle, 1971-72: U.S. Geological Survey Open-File Report 72-464, 39 p., https://doi.org/10.3133/ofr72464.","productDescription":"39 p.","costCenters":[],"links":[{"id":287758,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287757,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0464/report.pdf","text":"Report","size":"9.01 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Oklahoma","county":"Beaver County, Cimarron County, Texas County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-100.9441,36.9988],[-100.6337,36.9986],[-100.1079,36.9983],[-100.0902,36.9983],[-100.0024,36.9985],[-100.004,36.8538],[-100.0044,36.76],[-100.0045,36.5917],[-100.0044,36.5849],[-100.0038,36.4998],[-100.1458,36.4998],[-100.3204,36.4999],[-100.5459,36.4994],[-100.7022,36.5],[-100.8939,36.4998],[-100.9524,36.4998],[-101.0908,36.5003],[-101.6255,36.5025],[-101.87,36.5034],[-102.1618,36.5004],[-103.0007,36.5013],[-103.0007,36.5905],[-103.0007,36.6732],[-103.0007,36.7643],[-103.0008,36.9341],[-103.0009,36.999],[-102.7973,36.9988],[-102.7859,36.9988],[-102.7808,36.9986],[-102.7016,36.9958],[-102.6943,36.9957],[-102.6757,36.9956],[-102.5627,36.9962],[-102.5372,36.9963],[-102.5034,36.9963],[-102.4775,36.9963],[-102.4577,36.9961],[-102.3931,36.9955],[-102.351,36.9951],[-102.3247,36.9948],[-102.0423,36.9922],[-102.0417,36.9922],[-102.0281,36.9925],[-101.9881,36.9925],[-101.918,36.9929],[-101.5552,36.9951],[-101.544,36.9952],[-101.2679,36.9967],[-101.0671,36.9978],[-100.9536,36.9988],[-100.9441,36.9988]]]},\"properties\":{\"name\":\"Beaver\",\"state\":\"OK\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611059","contributors":{"authors":[{"text":"Hart, Donald L. Jr.","contributorId":89946,"corporation":false,"usgs":true,"family":"Hart","given":"Donald","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236805,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoffman, George L.","contributorId":6106,"corporation":false,"usgs":true,"family":"Hoffman","given":"George","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236803,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Goemaat, Robert L.","contributorId":64256,"corporation":false,"usgs":true,"family":"Goemaat","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236804,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":56575,"text":"wdrPA711 - 1972 - Water resources data for Pennsylvania, water year 1971; Part 1, Surface water records","interactions":[],"lastModifiedDate":"2020-12-31T21:26:13.931351","indexId":"wdrPA711","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-71-1","title":"Water resources data for Pennsylvania, water year 1971; Part 1, Surface water records","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrPA711","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for Pennsylvania, water year 1971; Part 1, Surface water records: U.S. Geological Survey Water Data Report 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,{"id":48092,"text":"ofr72453 - 1972 - Evaluation of the streamflow-data program in Hawaii","interactions":[],"lastModifiedDate":"2015-10-01T14:41:15","indexId":"ofr72453","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-453","title":"Evaluation of the streamflow-data program in Hawaii","docAbstract":"<p>Streamflow data for Hawaii are evaluated and guidelines for planning future data programs are provided. Evaluation involved (1) definition of long-term goals of the data-collection program in quantitative form, (2) examination and analysis of all available data to determine which goals have been achieved, and (3) consideration of alternative programs and techniques to overcome shortcomings in the present network and to increase benefits from future programs.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72453","usgsCitation":"Yamanaga, G., 1972, Evaluation of the streamflow-data program in Hawaii: U.S. Geological Survey Open-File Report 72-453, ii, 28 p., https://doi.org/10.3133/ofr72453.","productDescription":"ii, 28 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,{"id":56535,"text":"wdrNC712 - 1972 - Water resources data for North Carolina, water year 1971; Part 2, water quality records","interactions":[],"lastModifiedDate":"2019-09-30T16:28:40","indexId":"wdrNC712","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"NC-71-2","title":"Water resources data for North Carolina, water year 1971; Part 2, water quality records","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNC712","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for North Carolina, water year 1971; Part 2, water quality records: U.S. Geological Survey Water Data Report 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,{"id":12648,"text":"ofr7233 - 1972 - Geochemical data from small streams in the Haile-Brewer area, South Carolina","interactions":[],"lastModifiedDate":"2016-12-14T09:38:06","indexId":"ofr7233","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-33","title":"Geochemical data from small streams in the Haile-Brewer area, South Carolina","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr7233","usgsCitation":"Bell, H.B., and McElveen, A., 1972, Geochemical data from small streams in the Haile-Brewer area, South Carolina: U.S. Geological Survey Open-File Report 72-33, [61] leaves :ill. ;28 cm.; 1 sheet, https://doi.org/10.3133/ofr7233.","productDescription":"[61] leaves :ill. ;28 cm.; 1 sheet","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":143722,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0033/report-thumb.jpg"},{"id":41048,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0033/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41049,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0033/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","county":"Kershaw County, Lancaster County","otherGeospatial":"Haile-Brewer area","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-80.4168,34.6162],[-80.4079,34.613],[-80.3951,34.603],[-80.3791,34.5865],[-80.3814,34.5761],[-80.3742,34.5679],[-80.3743,34.5597],[-80.3715,34.5506],[-80.3566,34.5346],[-80.3534,34.5205],[-80.3456,34.5146],[-80.3378,34.5145],[-80.3289,34.5081],[-80.3273,34.499],[-80.3304,34.4731],[-80.3272,34.4522],[-80.3318,34.4409],[-80.3224,34.4272],[-80.3141,34.4226],[-80.3108,34.4144],[-80.3053,34.4089],[-80.2993,34.3975],[-80.2871,34.3929],[-80.2867,34.3711],[-80.3365,34.3469],[-80.3299,34.3386],[-80.3638,34.3402],[-80.3672,34.3252],[-80.3546,34.3124],[-80.3535,34.3038],[-80.3813,34.3053],[-80.4087,34.2932],[-80.422,34.2914],[-80.4343,34.2842],[-80.4347,34.2288],[-80.4521,34.2102],[-80.4595,34.1785],[-80.4801,34.169],[-80.5804,34.0999],[-80.6043,34.1018],[-80.6187,34.1091],[-80.6159,34.0995],[-80.6359,34.0978],[-80.6509,34.0928],[-80.6581,34.0892],[-80.6593,34.086],[-80.6626,34.086],[-80.6776,34.0834],[-80.6953,34.0811],[-80.7048,34.0812],[-80.7176,34.0676],[-80.7502,34.0931],[-80.7906,34.125],[-80.846,34.171],[-80.8699,34.1824],[-80.8264,34.2686],[-80.7699,34.3771],[-80.7838,34.389],[-80.7843,34.3994],[-80.7821,34.4031],[-80.7832,34.4067],[-80.7937,34.4135],[-80.811,34.4149],[-80.8255,34.4118],[-80.8333,34.415],[-80.8678,34.445],[-80.8794,34.4582],[-80.8883,34.4682],[-80.8961,34.4841],[-80.8961,34.4936],[-80.8821,34.5004],[-80.8754,34.5336],[-80.8776,34.5436],[-80.8787,34.5463],[-80.8765,34.569],[-80.8781,34.5813],[-80.8831,34.5886],[-80.8921,34.5976],[-80.8892,34.6185],[-80.8909,34.624],[-80.8959,34.6295],[-80.897,34.6358],[-80.8886,34.6631],[-80.8774,34.683],[-80.8606,34.6957],[-80.86,34.7003],[-80.8617,34.7034],[-80.8662,34.7062],[-80.8684,34.7153],[-80.8684,34.7234],[-80.8745,34.7316],[-80.8778,34.7434],[-80.8784,34.7593],[-80.8761,34.7857],[-80.8839,34.7948],[-80.8901,34.8052],[-80.8951,34.8125],[-80.8979,34.8207],[-80.899,34.8247],[-80.8979,34.8279],[-80.8755,34.8374],[-80.8665,34.8483],[-80.8687,34.8556],[-80.8766,34.8597],[-80.8788,34.8624],[-80.8799,34.8751],[-80.8782,34.8888],[-80.8793,34.8983],[-80.8782,34.9038],[-80.8748,34.9065],[-80.8681,34.9124],[-80.8652,34.9224],[-80.8658,34.9264],[-80.8691,34.9314],[-80.873,34.96],[-80.877,34.9614],[-80.8848,34.9601],[-80.887,34.9619],[-80.8859,34.9791],[-80.8971,34.9946],[-80.8999,35.005],[-80.8988,35.0109],[-80.9027,35.0105],[-80.9055,35.0127],[-80.9032,35.0259],[-80.8982,35.0364],[-80.906,35.0495],[-80.9016,35.0716],[-80.8854,35.0535],[-80.8604,35.0246],[-80.8405,35.0016],[-80.7828,34.9349],[-80.7888,34.8809],[-80.796,34.8175],[-80.6779,34.8166],[-80.5614,34.8157],[-80.5559,34.8013],[-80.5437,34.7853],[-80.5303,34.7798],[-80.5247,34.7707],[-80.5141,34.7666],[-80.5153,34.7593],[-80.4904,34.7229],[-80.4871,34.7061],[-80.476,34.6983],[-80.4599,34.6787],[-80.4516,34.6759],[-80.4488,34.6682],[-80.4394,34.6604],[-80.4332,34.6599],[-80.4305,34.6576],[-80.4344,34.6477],[-80.4339,34.6404],[-80.4228,34.6344],[-80.4122,34.6271],[-80.4168,34.6162]]]},\"properties\":{\"name\":\"Kershaw\",\"state\":\"SC\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae3c7","contributors":{"authors":[{"text":"Bell, H. B. III","contributorId":75151,"corporation":false,"usgs":true,"family":"Bell","given":"H.","suffix":"III","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":166479,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McElveen, A.J.","contributorId":50901,"corporation":false,"usgs":true,"family":"McElveen","given":"A.J.","email":"","affiliations":[],"preferred":false,"id":166478,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48037,"text":"ofr72165 - 1972 - New Mexico district work-effort analysis computer program","interactions":[],"lastModifiedDate":"2012-02-02T00:10:20","indexId":"ofr72165","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-165","title":"New Mexico district work-effort analysis computer program","docAbstract":"The computer program (CAN 2) described in this report is one of several related programs used in the New Mexico District cost-analysis system. The work-effort information used in these programs is accumulated and entered to the nearest hour on forms completed by each employee. Tabulating cards are punched directly from these forms after visual examinations for errors are made. Reports containing detailed work-effort data itemized by employee within each project and account and by account and project for each employee are prepared for both current-month and year-to-date periods by the CAN 2 computer program. An option allowing preparation of reports for a specified 3-month period is provided. The total number of hours worked on each account and project and a grand total of hours worked in the New Mexico District is computed and presented in a summary report for each period.\r\n\r\nWork effort not chargeable directly to individual projects or accounts is considered as overhead and can be apportioned to the individual accounts and projects on the basis of the ratio of the total hours of work effort for the individual accounts or projects to the total New Mexico District work effort at the option of the user. The hours of work performed by a particular section, such as General Investigations or Surface Water, are prorated and charged to the projects or accounts within the particular section. A number of surveillance or buffer accounts are employed to account for the hours worked on special events or on those parts of large projects or accounts that require a more detailed analysis. Any part of the New Mexico District operation can be separated and analyzed in detail by establishing an appropriate buffer account. \r\n\r\nWith the exception of statements associated with word size, the computer program is written in FORTRAN IV in a relatively low and standard language level to facilitate its use on different digital computers. The program has been run only on a Control Data Corporation 6600 computer system. Central processing computer time has seldom exceeded 5 minutes on the longest year-to-date runs.","language":"ENGLISH","doi":"10.3133/ofr72165","usgsCitation":"Hiss, W.L., Trantolo, A., and Sparks, J., 1972, New Mexico district work-effort analysis computer program: U.S. Geological Survey Open-File Report 72-165, 69 p.  ill. ; 27 cm., https://doi.org/10.3133/ofr72165.","productDescription":"69 p.  ill. ; 27 cm.","costCenters":[],"links":[{"id":170294,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0165/report-thumb.jpg"},{"id":84808,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0165/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6977db","contributors":{"authors":[{"text":"Hiss, W. L.","contributorId":15614,"corporation":false,"usgs":true,"family":"Hiss","given":"W.","middleInitial":"L.","affiliations":[],"preferred":false,"id":236711,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trantolo, A.P.","contributorId":67955,"corporation":false,"usgs":true,"family":"Trantolo","given":"A.P.","email":"","affiliations":[],"preferred":false,"id":236712,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sparks, J.L.","contributorId":8153,"corporation":false,"usgs":true,"family":"Sparks","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":236710,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":56584,"text":"wdrOK712 - 1972 - Water resources data for Oklahoma, water year 1971; Part 2, Water quality records","interactions":[],"lastModifiedDate":"2020-02-20T10:02:46","indexId":"wdrOK712","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"OK-71-2","title":"Water resources data for Oklahoma, water year 1971; Part 2, Water quality records","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrOK712","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1972, Water resources data for Oklahoma, water year 1971; Part 2, Water quality records: U.S. Geological Survey Water Data Report OK-71-2, vi, 271 p., 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,{"id":1946,"text":"wsp1873E - 1972 - Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina","interactions":[{"subject":{"id":55881,"text":"ofr68327 - 1968 - Interim report on sea-water encroachment into the Cape Fear River Estuary, North Carolina","indexId":"ofr68327","publicationYear":"1968","noYear":false,"title":"Interim report on sea-water encroachment into the Cape Fear River Estuary, North Carolina"},"predicate":"SUPERSEDED_BY","object":{"id":1946,"text":"wsp1873E - 1972 - Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina","indexId":"wsp1873E","publicationYear":"1972","noYear":false,"chapter":"E","title":"Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina"},"id":1}],"lastModifiedDate":"2019-12-30T10:14:20","indexId":"wsp1873E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1873","chapter":"E","title":"Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina","docAbstract":"This report presents the results of a fluorescent-dye-tracing study to determine the concentrations of a pollutant that would be present in the Northeast Cape Fear Estuary at various rates of continuous waste injection and freshwater inflow. Rhodamine WT dye was introduced into the estuary at a constant rate over a 24.8-hour period (two tidal cycles) at a point 6.4 miles upstream from the mouth in Wilmington, N.C., and concentrations were monitored at several selected sections in the tide-affected part of the river for 17 days. The range between high and low tide in this reach of the estuary averages at-rut 3.5 feet, and there is usually strong flow in both directions. \r\n\r\nResults of the dye study indicate that if a pollutant were injected at a rate of 100 pounds per day under the conditions of relatively low inflow existing' at the time, concentrations would ultimately build up to 20 micrograms of dye per liter of water 1,000 feet downstream. The flushing time during the study is estimated to be 17 days. These results are extrapolated to include periods of lower or higher inflow. For example, at average intervals of 10 years, it is estimated that inflow is so low that 100 days are required for a pollutant to travel the 6.4 miles from the point of waste release to the mouth of the river. Under these conditions it is expected that 1,000 feet downstream from the point of waste discharge, daily maximum concentrations will average about 130 micrograms per liter for each 100 pounds of pollutant injected per day. \r\n\r\nResults of a continuous discharge measurement of flow made by current meter during a complete tidal cycle are presented as a part of this report. Data from this measurement and other evidence indicate that net upstream flow in the estuary is possible over a period of several days.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1873E","usgsCitation":"Hubbard, E., and Stamper, W.G., 1972, Movement and dispersion of soluble pollutants in the Northeast Cape Fear Estuary, North Carolina: U.S. Geological Survey Water Supply Paper 1873, v, 31 p. , https://doi.org/10.3133/wsp1873E.","productDescription":"v, 31 p. ","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":138417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1873e/report-thumb.jpg"},{"id":27277,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1873e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Cape Fear Estuary","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.3599853515625,\n              33.77458136371689\n            ],\n            [\n              -77.7227783203125,\n              33.77458136371689\n            ],\n            [\n              -77.7227783203125,\n              34.5020297944346\n            ],\n            [\n              -78.3599853515625,\n              34.5020297944346\n            ],\n            [\n              -78.3599853515625,\n              33.77458136371689\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b47ea","contributors":{"authors":[{"text":"Hubbard, E. F.","contributorId":66666,"corporation":false,"usgs":true,"family":"Hubbard","given":"E. F.","affiliations":[],"preferred":false,"id":144416,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stamper, William G.","contributorId":58259,"corporation":false,"usgs":true,"family":"Stamper","given":"William","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":144415,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12786,"text":"ofr7251 - 1972 - Geological and geophysical investigations of an Apollo 9 photo anomaly near Point of Pines, Arizona","interactions":[],"lastModifiedDate":"2025-04-30T15:22:01.296707","indexId":"ofr7251","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-51","title":"Geological and geophysical investigations of an Apollo 9 photo anomaly near Point of Pines, Arizona","docAbstract":"An infrared photograph of southeastern Arizona, taken during the Apollo 9 multispectral terrain photography experiment in 1969, reveals a ringlike feature, some 3-4 miles (5-6 kin) in diameter, on the Natanes Plateau, 35 miles (56 kin) north of the town of Safford. Because the feature occurs in an area of nearly flat lying Tertiary volcanic rocks, the possibilities of its being a small collapse caldera or an exposed circular intrusive body were considered. Geological and geophysical studies of the area were made to test these hypotheses. \r\n\r\nThe local stratigraphic section consists of approximately 1,500 feet (457 m) of Oligocene and perhaps older volcanic rocks, resting on a moderately irregular basement surface carved from nearly flat lying trending Basin-and-Range faults define a broad horst within which two arcuate cross faults, with 300-600 feet (91-183 m) of displacement, bound a downdropped area. Deep erosion along these faults has created a polygonal network of canyons which constitutes the 'ring' seen on the photograph. A mild arching of the volcanic rocks within the ring is suggested by structure contours on the base of the youngest flows. \r\n\r\nA sharp 350-gamma positive aeromagnetic anomaly is centered within the ring. In its southwest quadrant the anomaly has an elongate extension that trends northwest along an adjoining Basin-and-Range fault. Associated with both is a subtle gravity low. The geophysical data thus suggest the presence of a small blind silicic pluton, possibly of middle Tertiary or younger age. Although it can be argued that the arcuate faults and mild arching of the volcanic pile are related to this postulated pluton, no evidence of hydrothermal alteration or thermal metamorphism of the country rocks was seen. Thus if a pluton is present and of postvolcanic age, it must have been emplaced as a relatively cool dry body; or alternatively, it is older than the surface volcanic rocks. In either instance, its magnetic expression contrasts with that of the known mineralized Laramide porphyry intrusive bodies of the region.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7251","usgsCitation":"Bromfield, C., Eaton, G.P., Peterson, D.L., and Ratte, J., 1972, Geological and geophysical investigations of an Apollo 9 photo anomaly near Point of Pines, Arizona: U.S. Geological Survey Open-File Report 72-51, Report: ii, 19 p.; 11 Plates: 45.00 × 42.92 inches or smaller, https://doi.org/10.3133/ofr7251.","productDescription":"Report: ii, 19 p.; 11 Plates: 45.00 × 42.92 inches or smaller","costCenters":[],"links":[{"id":144797,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0051/report-thumb.jpg"},{"id":41191,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41190,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41189,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41188,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41187,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41186,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41197,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":106541,"rank":14,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_8739.htm","linkFileType":{"id":5,"text":"html"},"description":"8739"},{"id":41196,"rank":13,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41195,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41194,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41193,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41192,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0051/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","otherGeospatial":"Point of Pines","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.875,\n              33.25\n            ],\n            [\n              -109.6250,\n              33.25\n            ],\n            [\n              -109.6250,\n              33.375\n            ],\n            [\n              -109.875,\n              33.375\n            ],\n            [\n              -109.875,\n              33.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db687646","contributors":{"authors":[{"text":"Bromfield, Calvin S.","contributorId":98690,"corporation":false,"usgs":true,"family":"Bromfield","given":"Calvin S.","affiliations":[],"preferred":false,"id":166707,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eaton, G. P.","contributorId":86334,"corporation":false,"usgs":true,"family":"Eaton","given":"G.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":166706,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peterson, D. L.","contributorId":36484,"corporation":false,"usgs":true,"family":"Peterson","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":166705,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ratte, J.C.","contributorId":10416,"corporation":false,"usgs":true,"family":"Ratte","given":"J.C.","affiliations":[],"preferred":false,"id":166704,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
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