{"pageNumber":"2290","pageRowStart":"57225","pageSize":"25","recordCount":68867,"records":[{"id":70232934,"text":"70232934 - 1978 - Origin of two clay-mineral facies of the Potomac Group (Cretaceous) in the Middle Atlantic States","interactions":[],"lastModifiedDate":"2022-07-13T15:54:03.094281","indexId":"70232934","displayToPublicDate":"1978-03-01T10:49:17","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2446,"text":"Journal of Research of the U.S. Geological Survey","active":true,"publicationSubtype":{"id":10}},"title":"Origin of two clay-mineral facies of the Potomac Group (Cretaceous) in the Middle Atlantic States","docAbstract":"<p> Sedimentary clay that crops out in the coastal plains of New Jersey, Delaware, the part of Maryland north and east of Washington, B.C., and the northeast half of Washington, D.C., in the nonmarine Cretaceous Potomac Group is predominantly kaolinite and illite. In contrast, in part of southeastern Maryland, the southwest half of Washington, D.C., and most of eastern Virginia, Potomac Group clay is predominantly montmorillonite. </p><p>Kaolinite and illite were probably derived by intense acid weathering of metamorphic and granitic rocks to the west during the Cretaceous and were deposited in a well-drained basin. Montmorillonite was most likely produced by deep weathering of a mainly granitic source. Poor drainage and alkaline surface- and ground-water conditions probably accompanied the production, transportation, deposition, and burial of the montmorillonite. Kaolinization of the montmorillonite is taking place now at the surface in northern Virginia.</p>","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Force, L.M., and Moncure, G.K., 1978, Origin of two clay-mineral facies of the Potomac Group (Cretaceous) in the Middle Atlantic States: Journal of Research of the U.S. Geological Survey, v. 6, no. 22, p. 203-214.","productDescription":"12 p.","startPage":"203","endPage":"214","costCenters":[],"links":[{"id":403637,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":403635,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/journal/1978/vol6issue2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Delaware, Maryland, New Jersey, Pennsylvania, Virginia","otherGeospatial":"Potomac Group","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.508544921875,\n              36.57142382346277\n            ],\n            [\n              -74.080810546875,\n              36.57142382346277\n            ],\n            [\n              -74.080810546875,\n              40.75557964275589\n            ],\n            [\n              -77.508544921875,\n              40.75557964275589\n            ],\n            [\n              -77.508544921875,\n              36.57142382346277\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"6","issue":"22","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Force, Lucy M.","contributorId":75503,"corporation":false,"usgs":true,"family":"Force","given":"Lucy","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":846527,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moncure, George K.","contributorId":293156,"corporation":false,"usgs":false,"family":"Moncure","given":"George","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":846528,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70232933,"text":"70232933 - 1978 - A tuya in Togiak Valley, Southwest Alaska","interactions":[],"lastModifiedDate":"2022-07-13T15:48:38.090797","indexId":"70232933","displayToPublicDate":"1978-03-01T10:44:11","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2446,"text":"Journal of Research of the U.S. Geological Survey","active":true,"publicationSubtype":{"id":10}},"title":"A tuya in Togiak Valley, Southwest Alaska","docAbstract":"<p>The shape, composition, structure, and location of a conspicuous flat-topped mountain in the lower Togiak Valley, southwest Alaska, all indicate that it formed by a subglacial volcanic eruption of olivine basalt. Volcanoes of this type are known as \"tuyas.\" The Togiak tuya erupted into an intraglacial lake in a hole thawed through a glacier that occupied Togiak Valley in Pleistocene time. The eruption was localized along the Togiak fault, which defines the east side of a shallow graben that is floored by older olivine basalt flows. The tuya, which has an area of 15 square kilometers, is a parallelogram. The flat summit, about 300 meters above the valley floor, is capped by glassy, fine-grained subaerial flows of alkali olivine basalt. To the north, the capping flows overlie palagonitized glassy tuffs; to the south, they overlie pillow basalts and breccia. The elevation of the pillow basalts indicates that surface of the melt-water lake was at least 250 m above present-day sea level. Basalt xenoliths in the tuffs and comparison with other better exposed tuyas suggest that the tuffs probably overlie an older pile of subaqueous pillow basalts that erupted beneath the intraglacial lake. The tuya overlies and is much younger than the preglacial flows on valley floor that yielded a potassium-argon age of 0.758±0.2 million years. </p>","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Hoare, J., and Coonrad, W.L., 1978, A tuya in Togiak Valley, Southwest Alaska: Journal of Research of the U.S. Geological Survey, v. 6, no. 2, p. 193-201.","productDescription":"9 p.","startPage":"193","endPage":"201","costCenters":[],"links":[{"id":403632,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":403630,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/journal/1978/vol6issue2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","otherGeospatial":"Togiak Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -160.98541259765625,\n              58.64408173742445\n            ],\n            [\n              -159.93621826171875,\n              58.64408173742445\n            ],\n            [\n              -159.93621826171875,\n              59.37239142233717\n            ],\n            [\n              -160.98541259765625,\n              59.37239142233717\n            ],\n            [\n              -160.98541259765625,\n              58.64408173742445\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"6","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Hoare, J. M.","contributorId":52143,"corporation":false,"usgs":true,"family":"Hoare","given":"J. M.","affiliations":[],"preferred":false,"id":846525,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Coonrad, W. L.","contributorId":69946,"corporation":false,"usgs":true,"family":"Coonrad","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":846526,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70232925,"text":"70232925 - 1978 - Remote-sensing methods for monitoring surface coal mining in the northern Great Plains","interactions":[],"lastModifiedDate":"2022-07-13T15:18:03.132253","indexId":"70232925","displayToPublicDate":"1978-03-01T10:12:32","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2446,"text":"Journal of Research of the U.S. Geological Survey","active":true,"publicationSubtype":{"id":10}},"title":"Remote-sensing methods for monitoring surface coal mining in the northern Great Plains","docAbstract":"<p>Recent studies at a large surface coal mine in southern Montana confirm that remote sensing is both feasible and effective for gathering land-use and environmental data (spatial, dynamic, and seasonal) for large-scale surface mines in the northern Great Plains. The Western Energy Co.'s Rosebud mine near Colstrip, Mont., was selected as a test site because it typifies surface operations in the Powder River Basin of Montana and Wyoming and elsewhere in the northern Great Plains. Several basic interpretive and analytical remote-sensing techniques were used to identify and delineate various categories of surface-mining operations and concurrent stages of reclamation that characterize most, if not all, such mining operations. Color infrared and black-and-white aerial photographs and a black-and-white band 5 Landsat image were used to identify (1) high wall and bench areas, (2) ungraded spoils, (3) graded and recontoured areas, (4) revegetated recontoured areas, (5) natural and impounded surface water, and (6) miscellaneous areas. Over the lifespan of an extensive surface mine, cultural and natural processes and cumulative environmental effects can be monitored by capitalizing on the close correlation between enhanced satellite imagery, infrared and (or) black-and-white aerial photography, standard large-scale topographic maps (such as U.S. Geological Survey 7½-minute quadrangle maps), and results of onsite inspection of mining and reclamation by Federal or State agencies.</p>","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Mamula, N., 1978, Remote-sensing methods for monitoring surface coal mining in the northern Great Plains: Journal of Research of the U.S. Geological Survey, v. 6, no. 2, p. 149-160.","productDescription":"12 p.","startPage":"149","endPage":"160","costCenters":[],"links":[{"id":403618,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":403616,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/journal/1978/vol6issue2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109,\n              45\n            ],\n            [\n              -105,\n              45\n            ],\n            [\n              -105,\n              47\n            ],\n            [\n              -109,\n              47\n            ],\n            [\n              -109,\n              45\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"6","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Mamula, Ned Jr.","contributorId":293155,"corporation":false,"usgs":false,"family":"Mamula","given":"Ned","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":846515,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70233045,"text":"70233045 - 1978 - Impact of sewerage systems on stream base flow and ground-water recharge on Long Island, New York","interactions":[],"lastModifiedDate":"2022-07-15T14:55:26.592356","indexId":"70233045","displayToPublicDate":"1978-03-01T09:47:19","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2446,"text":"Journal of Research of the U.S. Geological Survey","active":true,"publicationSubtype":{"id":10}},"title":"Impact of sewerage systems on stream base flow and ground-water recharge on Long Island, New York","docAbstract":"<p>Statistically significant decreases in the ratio of base flow to total flow of streams along the south shore of Long Island, N.Y., are due to the use of expanding storm-sewer and sanitary-sewer networks. Base-flow losses due to sewering ranging from virtually none at Connetquot River (largely unaffected by urban development) to 211 liters per second, or a 60-percent decrease below natural levels, during 1965-74 at East Meadow Brook (which drains part of highly urbanized Nassau County). Nearly 75 percent of the baseflow loss at East Meadow Brook during 1965-74 was caused by a network of sanitary sewers west of the stream; the remainder resulted from loss of recharge in areas serviced by stream-directed storm sewers. In areas of the Carlls River basin serviced by stream-directed storm sewers, recharge depletion averaged only about 4 liter per second per square kilometer whereas in the more intensely urbanized East Meadow Brook basin, recharge depletion in such areas averaged 18 (L/s)/km<sup>2</sup>.</p>","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Pluhowski, E., and Spinello, A., 1978, Impact of sewerage systems on stream base flow and ground-water recharge on Long Island, New York: Journal of Research of the U.S. Geological Survey, v. 6, no. 2, p. 263-271.","productDescription":"9 p.","startPage":"263","endPage":"271","costCenters":[],"links":[{"id":403796,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":403795,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/journal/1978/vol6issue2/report.pdf"}],"country":"United States","state":"New York","otherGeospatial":"Freeport Sewer District, Long Island, Nassau County Sewer District","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.42437744140625,\n              40.643656594948524\n            ],\n            [\n              -73.45527648925781,\n              40.831475967182925\n            ],\n            [\n              -73.70590209960938,\n              40.76702162667872\n            ],\n            [\n              -73.70452880859375,\n              40.73633186448861\n            ],\n            [\n              -73.71757507324219,\n              40.70562793820589\n            ],\n            [\n              -73.72650146484375,\n              40.657722371758105\n            ],\n            [\n              -73.72993469238281,\n              40.60561205826018\n            ],\n            [\n              -73.42437744140625,\n              40.643656594948524\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"6","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Pluhowski, E.J.","contributorId":52244,"corporation":false,"usgs":true,"family":"Pluhowski","given":"E.J.","affiliations":[],"preferred":false,"id":846664,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spinello, A. G.","contributorId":116683,"corporation":false,"usgs":true,"family":"Spinello","given":"A. G.","affiliations":[],"preferred":false,"id":846665,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70233041,"text":"70233041 - 1978 - Spectrochemical determination of submicrogram amounts of tungsten in geologic materials","interactions":[],"lastModifiedDate":"2022-07-15T14:46:14.479153","indexId":"70233041","displayToPublicDate":"1978-03-01T09:44:22","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2446,"text":"Journal of Research of the U.S. Geological Survey","active":true,"publicationSubtype":{"id":10}},"title":"Spectrochemical determination of submicrogram amounts of tungsten in geologic materials","docAbstract":"<p>A rapid, sensitive, emission spectrographic method for the determination of tungsten in geologic materials has been developed. Sample fusion with potassium hydroxide followed by a hot-water leach renders the tungsten soluble. Acidification of the solution, reduction with titanium trichloride, complexing with thiocyanate, and ether extraction separate and concentrate the tungsten. An aliquot of the ether solution is pipetted into the cavity of a preformed graphite electrode containing 6 milligrams of sodium carbonate and is evaporated. The carbonate flux prevents formation of refractory tungsten carbide during arcing, resulting in nearly complete volatilization of tungsten during a short exposure period. Spectra from direct-current arc excitation of the tungsten are recorded on film and visually compared to standard spectra. A determination limit of 0.2-part-per-million tungsten is obtained from a 0.5-gram sample with a sample completion average of 30-50 samples per man-day.</p>","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Leinz, R.W., and Grimes, D.J., 1978, Spectrochemical determination of submicrogram amounts of tungsten in geologic materials: Journal of Research of the U.S. Geological Survey, v. 6, no. 2, p. 259-262.","productDescription":"4 p.","startPage":"259","endPage":"262","costCenters":[],"links":[{"id":403794,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":403793,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/journal/1978/vol6issue2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"volume":"6","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Leinz, Reinhard W.","contributorId":60628,"corporation":false,"usgs":true,"family":"Leinz","given":"Reinhard","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":846662,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grimes, David J.","contributorId":36925,"corporation":false,"usgs":true,"family":"Grimes","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":846663,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70208454,"text":"70208454 - 1978 - Thermogenic gases in near-surface sediments of Norton Sound, Alaska","interactions":[],"lastModifiedDate":"2020-02-11T07:28:19","indexId":"70208454","displayToPublicDate":"1978-02-10T13:19:00","publicationYear":"1978","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Thermogenic gases in near-surface sediments of Norton Sound, Alaska","docAbstract":"<p><span>A plume of hydrocarbon gases, assumed to be of thermogenic origin based on chemical compositions, has been noted by others in the water column of Norton Sound about 40 km south of Nome, Alaska. We used detailed geophysical transects, side-scan sonar, underwater television, and chromatographic analyses of gases in near-surface sediments to define a probable source area of hydrocarbon gases at the southern apex of the water plume epicenter. Geophysical, geotechnical, and geochemical evidence together indicate that hydrocarbon gases of subsurface, thermogenic origin apparently migrate into the near surface sediments along a fault zone.</span><br><br><span>Subbottom reflector terminations on continuous seismic profiles outline a large zone of anomalous acoustic responses about 9 km in diameter and at 100-m depth that may be caused by a subsurface accumulation of gas. Gas migration from the accumulation to the surface sediment is indicated by smaller zones of reflector terminations observed in high-resolution profiles and by seafloor craters seen on underwater television at one station. The presence of gas-charged surface sediment also is suggested by low percent pore water saturation, greater penetration of the penetrometer, and more rapid penetration of the vibracorer in sediment at the station with near-surface acoustic anomalies and seafloor craters.</span><br><br><span>Analyses of hydrocarbon gases in sediments from a 1.6-m vibracore taken at this station showed unusually high concentrations of hydrocarbon gases heavier than methane; the ethane, propane, n-butane, and isobutane were 76, 4, 6, and 52 times greater than in other near-surface sediments in this region, and also significant quantities of gasoline-range hydrocarbons were present. The gas composition and presence in near-surface sediments above a thick underlying section with acoustic anomalies points to the possibility of petroleum at depth in this region. Our work indicates that surface and near-surface studies of the continental shelf may contribute significantly to petroleum-resource evaluations in addition to defining areas of potential hazard from gas-charged sediment.</span></p>","largerWorkType":{"id":24,"text":"Conference Paper"},"conferenceTitle":" Proceedings of the Annual Offshore Technology Conference","conferenceDate":"May 8-11, 1978","language":"English","publisher":"Offshore Technology Conference","doi":"10.4043/3354-MS","usgsCitation":"Nelson, C.H., Kvenvolden, K.A., and Clukey, E.C., 1978, Thermogenic gases in near-surface sediments of Norton Sound, Alaska,  Proceedings of the Annual Offshore Technology Conference, v. 4, May 8-11, 1978, p. 2623-2633, https://doi.org/10.4043/3354-MS.","productDescription":"11 p.","startPage":"2623","endPage":"2633","costCenters":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":372193,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Norton Sound","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -166.11328125,\n              62.92523566254294\n            ],\n            [\n              -160.42236328125,\n              62.92523566254294\n            ],\n            [\n              -160.42236328125,\n              64.68031793418314\n            ],\n            [\n              -166.11328125,\n              64.68031793418314\n            ],\n            [\n              -166.11328125,\n              62.92523566254294\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"4","noUsgsAuthors":false,"publicationDate":"2013-04-08","publicationStatus":"PW","contributors":{"authors":[{"text":"Nelson, C. Hans","contributorId":191503,"corporation":false,"usgs":false,"family":"Nelson","given":"C.","email":"","middleInitial":"Hans","affiliations":[],"preferred":false,"id":781955,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kvenvolden, Keith A. kkvenvolden@usgs.gov","contributorId":3384,"corporation":false,"usgs":true,"family":"Kvenvolden","given":"Keith","email":"kkvenvolden@usgs.gov","middleInitial":"A.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":781956,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Clukey, Edward C.","contributorId":102879,"corporation":false,"usgs":true,"family":"Clukey","given":"Edward","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":781957,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70119864,"text":"70119864 - 1978 - Effects of hunting mortality on waterfowl populations","interactions":[],"lastModifiedDate":"2014-08-11T10:09:53","indexId":"70119864","displayToPublicDate":"1978-01-27T10:06:26","publicationYear":"1978","noYear":false,"publicationType":{"id":4,"text":"Book"},"publicationSubtype":{"id":12,"text":"Conference publication"},"title":"Effects of hunting mortality on waterfowl populations","docAbstract":"No abstract available.","largerWorkTitle":"Third International Waterfowl Symposium","conferenceTitle":"Third International Waterfowl Symposium","conferenceDate":"1978-01-27T00:00:00","conferenceLocation":"New Orleans, LA","language":"English","publisher":"Ducks Unlimited, Inc.","publisherLocation":"Chicago, IL","usgsCitation":"Burnham, K., and Anderson, D., 1978, Effects of hunting mortality on waterfowl populations, 1 p.","productDescription":"1 p.","additionalOnlineFiles":"1","costCenters":[],"links":[{"id":291936,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53e9d8cde4b008eaa4f3f63e","contributors":{"authors":[{"text":"Burnham, K.P.","contributorId":63760,"corporation":false,"usgs":true,"family":"Burnham","given":"K.P.","email":"","affiliations":[],"preferred":false,"id":497809,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, David R.","contributorId":8413,"corporation":false,"usgs":true,"family":"Anderson","given":"David R.","affiliations":[],"preferred":false,"id":497808,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70207129,"text":"70207129 - 1978 - Remote-sensing and subsurface definition of facies and structure related to uranium deposits, Powder River Basin, Wyoming","interactions":[],"lastModifiedDate":"2019-12-09T06:29:02","indexId":"70207129","displayToPublicDate":"1978-01-12T06:24:09","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1472,"text":"Economic Geology","active":true,"publicationSubtype":{"id":10}},"title":"Remote-sensing and subsurface definition of facies and structure related to uranium deposits, Powder River Basin, Wyoming","docAbstract":"<p><span>Computer-enhanced Landsat images of the southern Powder River Basin have been used to define facies and linear structural features within the Wasatch Formation. The facies distribution is detectable primarily because of a relation of vegetation density and type to the local substrate. The surface indications of facies are confirmed by sandstone/ mudstone ratios determined from logs of abundant exploration drill holes. These newly defined geologic features are spatially related to known uranium mineral occurrences and are believed to be related to mineralization in the following ways. (1) Major uranium occurrences are virtually restricted to an intermediate grain-size facies of the Wasatch, probably marking the axial zone of the depositional basin. (2) The axial zone is also marked by a change from one structural lineament domain to another, and the structures may have influenced details of fluvial-system patterns and sedimentation and (subsequently) the flow of uranium-bearing ground water. (3) A recently active linear structure may mark the current basin axis; it appears to have some relationship both to groundwater chemistry and the distribution of uranium occurrences, suggesting structural influence on relatively modern ground-water transport and uranium deposition. © 1978 Society of Economic Geologists, Inc.</span></p>","language":"English","publisher":"Society of Economic  Geologists ","doi":"10.2113/gsecongeo.73.8.1706","issn":"03610128","usgsCitation":"Raines, G.L., Offield, T., and Santos, E., 1978, Remote-sensing and subsurface definition of facies and structure related to uranium deposits, Powder River Basin, Wyoming: Economic Geology, v. 73, no. 8, p. 1706-1723, https://doi.org/10.2113/gsecongeo.73.8.1706.","productDescription":"18 p. ","startPage":"1706","endPage":"1723","costCenters":[],"links":[{"id":370086,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States ","state":"Wyoming 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 \"}}]}","volume":"73","issue":"8","noUsgsAuthors":false,"publicationDate":"1978-12-01","publicationStatus":"PW","contributors":{"authors":[{"text":"Raines, G. L.","contributorId":90720,"corporation":false,"usgs":true,"family":"Raines","given":"G.","middleInitial":"L.","affiliations":[],"preferred":false,"id":776920,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Offield, Terry W.","contributorId":64217,"corporation":false,"usgs":true,"family":"Offield","given":"Terry W.","affiliations":[],"preferred":false,"id":776921,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Santos, E.S.","contributorId":95883,"corporation":false,"usgs":true,"family":"Santos","given":"E.S.","email":"","affiliations":[],"preferred":false,"id":776922,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70207698,"text":"70207698 - 1978 - The Aleutian Basin, Bering Sea a frontier area for hydrocarbon exploration","interactions":[],"lastModifiedDate":"2020-06-15T15:11:08.597668","indexId":"70207698","displayToPublicDate":"1978-01-06T15:50:02","publicationYear":"1978","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"The Aleutian Basin, Bering Sea a frontier area for hydrocarbon exploration","docAbstract":"<p><span>The Aleutian Basin is the deep water (&gt;3000 m) basin that lies north of the Aleutian Islands adjacent to the Bering Sea continental shelf. The basin, about the size of the state of Texas, is underlain by a 2-9 km-thick flat-lying sequence of mostly Cenozoic sediment and rock that includes diatomaceous silty clay interbedded with turbidities in the upper 1 km. Before 1974, geologic and geophysical investigations in the Aleutian Basin were directed at determining its geologic history; more recently, investigations have also been aimed at assessing the basin's hydrocarbon potential. The four major requirements for hydrocarbon accumulation may be present, namely, structural and stratigraphic traps, source rocks, reservoir beds, and an adequate thermal and sedimentation history. Energy resource investigations by the US Geological Survey indicate that: (1) numerous structural features (gentle folds, diapirs, basement ridges) are present in the central and eastern parts of the basin, (2) acoustic features (VAMP's _ Velocity AMPlitude features) that may be due to trapped gases within the sedimentary section are common (over 350 identified) in the central basin, (3) concentrations of organic gases, primarily methane, in the upper 1-3 m beneath the seafloor are very small, they increase with depth, and they are highest in areas near VAMP's, and (4) both the thermal gradient and the sediment thickness are sufficiently great to allow hydrocarbon maturation at depth, if source rocks are present. Adverse conditions in the Aleutian Basin such as excessive water depths and severe weather pose difficult technical problems for the recovery of hydrocarbons that may be present. The data nevertheless suggest the basin is a promising site for hydrocarbon accumulations and therefore warrants further exploration.</span></p>","largerWorkType":{"id":24,"text":"Conference Paper"},"largerWorkTitle":"Tenth annual Offshore Technology Conference proceedings","largerWorkSubtype":{"id":19,"text":"Conference Paper"},"conferenceTitle":"Offshore Technology Conference","conferenceDate":"May 8-11, 1978","conferenceLocation":"Houston, Texas","language":"English","publisher":"Offshore Technology Conference","publisherLocation":"Dallas, TX","doi":"10.4043/3089-MS","usgsCitation":"Cooper, A.K., Scholl, D.W., Marlow, A., Childs, J.R., Redden, G.D., and Kvenvolden, K.A., 1978, The Aleutian Basin, Bering Sea a frontier area for hydrocarbon exploration, <i>in</i> Tenth annual Offshore Technology Conference proceedings, Houston, Texas, May 8-11, 1978, p. 353-362, https://doi.org/10.4043/3089-MS.","productDescription":"10 p.","startPage":"353","endPage":"362","costCenters":[{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true},{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":371027,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationDate":"1978-05-07","publicationStatus":"PW","contributors":{"authors":[{"text":"Cooper, Alan K. acooper@usgs.gov","contributorId":2854,"corporation":false,"usgs":true,"family":"Cooper","given":"Alan","email":"acooper@usgs.gov","middleInitial":"K.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":779004,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scholl, David W. 0000-0001-6500-6962 dscholl@usgs.gov","orcid":"https://orcid.org/0000-0001-6500-6962","contributorId":3738,"corporation":false,"usgs":true,"family":"Scholl","given":"David","email":"dscholl@usgs.gov","middleInitial":"W.","affiliations":[{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true},{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":779005,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Marlow, A.F.","contributorId":48761,"corporation":false,"usgs":true,"family":"Marlow","given":"A.F.","email":"","affiliations":[],"preferred":false,"id":779006,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Childs, Jonathan R. jchilds@usgs.gov","contributorId":3155,"corporation":false,"usgs":true,"family":"Childs","given":"Jonathan","email":"jchilds@usgs.gov","middleInitial":"R.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":779007,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Redden, George D.","contributorId":189841,"corporation":false,"usgs":false,"family":"Redden","given":"George","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":779008,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Kvenvolden, Keith A. kkvenvolden@usgs.gov","contributorId":3384,"corporation":false,"usgs":true,"family":"Kvenvolden","given":"Keith","email":"kkvenvolden@usgs.gov","middleInitial":"A.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":779009,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":7848,"text":"ofr781029 - 1978 - Quality of the water in Borrow Ponds near a major highway interchange, Dade County, Florida, October-November 1977","interactions":[],"lastModifiedDate":"2022-01-05T16:03:09.053161","indexId":"ofr781029","displayToPublicDate":"1978-01-01T22:10:00","publicationYear":"1978","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":"78-1029","title":"Quality of the water in Borrow Ponds near a major highway interchange, Dade County, Florida, October-November 1977","docAbstract":"Water, bottom sediment, and aquatic plants were sampled from ponds near a major south Florida highway interchange to document concentrations of selected constituents in an aquatic environment near heavy vehicular traffic. Generally, concentrations of constituents were within the range expected in an uncontaminated environment in south Florida. However, concentrations did exceed south Florida background levels or Environmental Protection Agency criteria in a few cases. Two trace elements--chromium (20 micrograms per liter) in ponded surface water and lead (500 micrograms per gram) in bottom sediment--exceeded background levels. Concentrations of dieldrin (22 micrograms per kilogram) and polychlorinated biphenyls (53 micrograms per kilogram) also exceed background levels in bottom sediment. The concentration of phenol (23 micrograms per liter) in ground water exceeded Environmental Protection Agency quality criteria by 22 micrograms per liter, but was within the background range for south Florida. Ten metals were detected in the cattail or algal samples, but only iron, manganese, and zinc were in higher concentrations than those in the bottom sediment. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr781029","collaboration":"Prepared in cooperation with the Federal Highway Administration","usgsCitation":"Beaven, T., and McPherson, B.F., 1978, Quality of the water in Borrow Ponds near a major highway interchange, Dade County, Florida, October-November 1977: U.S. Geological Survey Open-File Report 78-1029, v, 15 p., https://doi.org/10.3133/ofr781029.","productDescription":"v, 15 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":141286,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/1029/coverthb.jpg"},{"id":956,"rank":100,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/1029/ofr781029.pdf","text":"Report","size":"606 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","county":"Miami-Dade County","otherGeospatial":"Dade County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.22379875183105,\n              25.77407850552097\n            ],\n            [\n              -80.18277168273926,\n              25.77407850552097\n            ],\n            [\n              -80.18277168273926,\n              25.802363957922285\n            ],\n            [\n              -80.22379875183105,\n              25.802363957922285\n            ],\n            [\n              -80.22379875183105,\n              25.77407850552097\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","contact":"<p><a href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db6517bf","contributors":{"authors":[{"text":"Beaven, T.R.","contributorId":84757,"corporation":false,"usgs":true,"family":"Beaven","given":"T.R.","email":"","affiliations":[],"preferred":false,"id":156727,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McPherson, Benjamin F.","contributorId":17965,"corporation":false,"usgs":true,"family":"McPherson","given":"Benjamin","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":156726,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10219,"text":"ofr78324 - 1978 - Urban stormwater runoff data for a residential area, Pompano Beach, Florida","interactions":[],"lastModifiedDate":"2022-01-04T18:53:49.643124","indexId":"ofr78324","displayToPublicDate":"1978-01-01T22:05:00","publicationYear":"1978","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":"78-324","title":"Urban stormwater runoff data for a residential area, Pompano Beach, Florida","docAbstract":"Rainfall, storm-sewer discharge, and water-quality analyses of storm runoff are summarized for a single-family residential area near Pompano Beach, Florida. The area of the drainage basin is 41 acres of which 61 percent is pervious sod lawns and 39 percent is impervious roofs, driveways and streets. The land surface is nearly flat with a gentle, eastward slope. Storm runoff flows eastward along grass swales into a sewer collection system on the eastern boundary of the area that in turn joins a 36-inch diameter storm drain. Runoff loads of 12 or more water-quality constituents were computed for 32 storms between April 1974 and September 1975. Chemical analyses of rainfall for 3 storms are included. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr78324","collaboration":"Prepared in cooperation with Broward County Water Management Division and Broward County Environmental Quality Control Board","usgsCitation":"Mattraw, H.C., Hardee, J., and Miller, R.A., 1978, Urban stormwater runoff data for a residential area, Pompano Beach, Florida: U.S. Geological Survey Open-File Report 78-324, iii, 5 p., https://doi.org/10.3133/ofr78324.","productDescription":"iii, 5 p.","numberOfPages":"111","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":382490,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0324/ofr78324.pdf","text":"Report","size":"2.96 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":142528,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0324/coverthb.jpg"}],"country":"United States","state":"Florida","county":"Broward County","city":"Pompano Beach","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.8538818359375,\n              25.720735134412106\n            ],\n            [\n              -79.96673583984375,\n              25.720735134412106\n            ],\n            [\n              -79.96673583984375,\n              26.914722928870564\n            ],\n            [\n              -80.8538818359375,\n              26.914722928870564\n            ],\n            [\n              -80.8538818359375,\n              25.720735134412106\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","contact":"<p><a href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605272","contributors":{"authors":[{"text":"Mattraw, Harold C. Jr.","contributorId":72360,"corporation":false,"usgs":true,"family":"Mattraw","given":"Harold","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":161020,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hardee, Jack","contributorId":99554,"corporation":false,"usgs":true,"family":"Hardee","given":"Jack","email":"","affiliations":[],"preferred":false,"id":161022,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, Robert A.","contributorId":52938,"corporation":false,"usgs":true,"family":"Miller","given":"Robert","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161021,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28738,"text":"wri7836 - 1978 - Effects of bottom sediments on infiltration from the Miami and tributary canals to the Biscayne aquifer Dade County, Florida","interactions":[],"lastModifiedDate":"2022-02-15T20:03:51.072594","indexId":"wri7836","displayToPublicDate":"1978-01-01T21:25:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-36","title":"Effects of bottom sediments on infiltration from the Miami and tributary canals to the Biscayne aquifer Dade County, Florida","docAbstract":"<p>Infiltration from the Miami Canal and its tributaries is an important source of recharge to the Biscayne aquifer in the vicinity of the Miami Springs-Hialeah well fields. Estimates of pumpage contributed by canal infiltration decreased from nearly 100 percent in the late 1940 's to 50 percent in May 1973 while well field pumpage increased from less than 50 Mgal/d to 120 Mgal/d. As increased withdrawals enlarge the well field 's cone of depression, the threat of saltwater intrusion during dry periods has been increased. Data on water quality, water levels, and canal bottom sediments indicate that sediments greatly impede infiltration from the canals in the areas most affected by pumping. Bottom sediments reduce coliform bacteria, pesticides, PCB, metals, and other suspended materials infiltrating canal water.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7836","collaboration":"Prepared in cooperation with the South Florida Water Management District and the Miami-Dade Water and Sewer Authority","usgsCitation":"Miller, W.L., 1978, Effects of bottom sediments on infiltration from the Miami and tributary canals to the Biscayne aquifer Dade County, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-36, v, 63 p., https://doi.org/10.3133/wri7836.","productDescription":"v, 63 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":395992,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35246.htm"},{"id":159393,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0036/coverthb.jpg"},{"id":2302,"rank":100,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0036/wri7836.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","county":"Dade County","otherGeospatial":"Biscayne aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.317,\n              25.7830\n            ],\n            [\n              -80.25,\n              25.7830\n            ],\n            [\n              -80.25,\n              25.867\n            ],\n            [\n              -80.317,\n              25.867\n            ],\n            [\n              -80.317,\n              25.7830\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","contact":"<p><a href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c2fc","contributors":{"authors":[{"text":"Miller, Wesley L.","contributorId":91859,"corporation":false,"usgs":true,"family":"Miller","given":"Wesley","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200317,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28055,"text":"wri78107 - 1978 - Biscayne aquifer, southeast Florida","interactions":[],"lastModifiedDate":"2022-01-06T16:43:48.440262","indexId":"wri78107","displayToPublicDate":"1978-01-01T21:25:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-107","title":"Biscayne aquifer, southeast Florida","docAbstract":"Peak daily pumpage from the highly permeable, unconfined Biscayne aquifer for public water-supply systems in southeast Florida in 1975 was about 500 million gallons. Another 165 million gallons was withdrawn daily for irrigation. Recharge to the aquifer is primarily by local rainfall. Discharge is by evapotranspiration, canal drainage, coastal seepage, and pumping. Pollutants can enter the aquifer by direct infiltration from land surface or controlled canals, septic-tank and other drainfields, drainage wells, and solid-waste dumps. Most of the pollutants are concentrated in the upper 20 to 30 feet of the aquifer; public supply wells generally range in depth from about 75 to 150 feet. Dilution, dispersion, and adsorption tend to reduce the concentrations. Seasonal heavy rainfall and canal discharge accelerate ground-water circulation, thereby tending to dilute and flush upper zones of the aquifer. The ultimate fate of pollutants in the aquifer is the ocean, although some may be adsorbed by the aquifer materials en route to the ocean, and some are diverted to pumping wells. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78107","collaboration":"Prepared in cooperation with U.S. Environmental Protection Agency","usgsCitation":"Klein, H., and Hull, J.E., 1978, Biscayne aquifer, southeast Florida: U.S. Geological Survey Water-Resources Investigations Report 78-107, v, 52 p., https://doi.org/10.3133/wri78107.","productDescription":"v, 52 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":157984,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0107/coverthb.jpg"},{"id":2126,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0107/wri78107.pdf","text":"Report","size":"1.68 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","otherGeospatial":"Biscayne aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.6341552734375,\n              27.034663773424224\n            ],\n            [\n              -80.66162109375,\n              26.931865156388916\n            ],\n            [\n              -80.7769775390625,\n              26.716173757934094\n            ],\n            [\n              -80.8978271484375,\n              26.779943479945107\n            ],\n            [\n              -80.9417724609375,\n              26.755420897359123\n            ],\n            [\n              -82.21618652343749,\n              26.72108039086171\n            ],\n            [\n              -82.16125488281249,\n              26.54922257769204\n            ],\n            [\n              -82.210693359375,\n              26.470573022375085\n            ],\n            [\n              -82.0733642578125,\n              26.382027976025352\n            ],\n            [\n              -81.968994140625,\n              26.45090222367262\n            ],\n            [\n              -81.8865966796875,\n              26.401710528707707\n            ],\n            [\n              -81.8316650390625,\n              26.09625490696853\n            ],\n            [\n              -81.76025390625,\n              25.874051998991952\n            ],\n            [\n              -81.4141845703125,\n              25.780107118422244\n            ],\n            [\n              -81.177978515625,\n              25.388697990350824\n            ],\n            [\n              -81.2054443359375,\n              25.29437116258816\n            ],\n            [\n              -81.1505126953125,\n              25.095548539604252\n            ],\n            [\n              -80.870361328125,\n              25.130365915065003\n            ],\n            [\n              -80.6451416015625,\n              25.120419105501256\n            ],\n            [\n              -80.496826171875,\n              25.19500042430748\n            ],\n            [\n              -80.4254150390625,\n              25.090573819461\n            ],\n            [\n              -80.277099609375,\n              25.23972731233395\n            ],\n            [\n              -80.145263671875,\n              25.492868271257127\n            ],\n            [\n              -80.2056884765625,\n              25.53252846853444\n            ],\n            [\n              -80.28259277343749,\n              25.388697990350824\n            ],\n            [\n              -80.2935791015625,\n              25.55235365216549\n            ],\n            [\n              -80.2056884765625,\n              25.681137335685307\n            ],\n            [\n              -80.1123046875,\n              25.69103802005013\n            ],\n            [\n              -80.0738525390625,\n              26.145576207592274\n            ],\n            [\n              -80.0244140625,\n              26.60817437403311\n            ],\n            [\n              -80.035400390625,\n              26.8730809659384\n            ],\n            [\n              -80.079345703125,\n              27.034663773424224\n            ],\n            [\n              -80.167236328125,\n              27.23021032948516\n            ],\n            [\n              -80.6341552734375,\n              27.034663773424224\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","contact":"<p><a href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6085e3","contributors":{"authors":[{"text":"Klein, Howard","contributorId":62189,"corporation":false,"usgs":true,"family":"Klein","given":"Howard","email":"","affiliations":[],"preferred":false,"id":199140,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hull, John E.","contributorId":15616,"corporation":false,"usgs":true,"family":"Hull","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199139,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70168658,"text":"70168658 - 1978 - Jordan aquifer of Iowa","interactions":[],"lastModifiedDate":"2016-02-22T16:22:00","indexId":"70168658","displayToPublicDate":"1978-01-01T17:15:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesNumber":"6","subseriesTitle":"Miscellaneous Map","title":"Jordan aquifer of Iowa","docAbstract":"<p>Water demand for all uses in Iowa is increasing at an accelerated rate. Demand has increased from about 1,800 million gallons per day in 1955 to 3,500 million gallons per day in 1975 (MacKichan, 1957; Murray and Reeves, 1977). By the year 2020, water demand is expected to be eight times that in 1975 (Barnard and Dent, 1976). Historically, about 75 percent of the demand, excluding that required for power generation, has been met by withdrawals from the water-bearing zones (aquifers) in Iowa's ground-water reservoir. Because this percentage is expected to remain about the same, the anticipated future demands will require extensive withdrawals from the ground-water reservoir. The increasing stress on the ground-water system, which already is severely stressed in several places in the state, will create development and management problems that will require hydrologic information to solve. In order to provide this information, the lowa Geological Survey in cooperation with the U.S. Geological Survey has instituted a series of investigations to define, describe, and evaluate the major aquifers in Iowa's groundwater reservoir. Information from each investigation will be presented in atlas format.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","usgsCitation":"Horick, P.J., and Steinhilber, W.L., 1978, Jordan aquifer of Iowa.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":318305,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":318304,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://s-iihr34.iihr.uiowa.edu/publications/uploads/mms-06.pdf"}],"country":"United 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To provide this knowledge, the Water Resources Division of the U.S. Geological Survey in cooperation with the Iowa Geological Survey compiled this atlas describing the water resources available for development in an 12-county area in east-central Iowa. The report contains information on the availability, quality, and utilization of water from all known sources and the future demands upon the water resources in east-central Iowa. 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,{"id":70233073,"text":"70233073 - 1978 - Metamorphic forsterite and diopside from the ultramafic complex at the Tuolumne River, California","interactions":[],"lastModifiedDate":"2022-07-15T16:15:54.601721","indexId":"70233073","displayToPublicDate":"1978-01-01T11:04:00","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2446,"text":"Journal of Research of the U.S. Geological Survey","active":true,"publicationSubtype":{"id":10}},"title":"Metamorphic forsterite and diopside from the ultramafic complex at the Tuolumne River, California","docAbstract":"<p>Metamorphic forsterite (Fo=98) and diopside (Wo:En:Fs=48.5:49.5:2.0) have been, formed from serpentinite within intensely sheared zones in the large ultramafic complex at the Tuolumne River near Sonora, Calif. Bladelike grains of forsterite are elongate, parallel to <i>c</i>, and have prominent idiomorphic faces developed in (010). Metamorphic diopside occurs as small grains, free of inclusions, in rocks containing forsterite. The formation of forsterite and forsterite +diopside in serpentinite probably took place by the following reactions: </p><p>antigorite+magnesite→2 forsterite+ fluid 3 antigorite+calcite→4 forsterite+diopside+fluid </p><p>Iron derived from the primary olivine and chromite has been oxidized almost entirely to magnetite and may be treated as an indifferent or accessory component. Stratigraphic reconstruction indicates that the total load pressures probably did not exceed 3 kilobars. At these pressures, the reaction should take place between 400° and 500°C with a fluid composition ranging from nearly pure H<sub>2</sub>O to less than 5 mole percent CO<sub>2</sub>. The restriction of forsterite and forsterite-f-diopside to shear zones may be attributed to the presence of carbonate in the rock prior to metamorphism and to the dilution of a CO<sub>2</sub>-bearing fluid phase by water coming from outside the area of the reaction.</p>","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Morgan, B., 1978, Metamorphic forsterite and diopside from the ultramafic complex at the Tuolumne River, California: Journal of Research of the U.S. Geological Survey, v. 6, no. 1, p. 73-80.","productDescription":"8 p.","startPage":"73","endPage":"80","costCenters":[],"links":[{"id":403822,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":403819,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/journal/1978/vol6issue1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Tuolumne River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.75,\n              37.35\n            ],\n            [\n              -119.85,\n              37.35\n            ],\n            [\n              -119.85,\n              38.1\n            ],\n            [\n              -120.75,\n              38.1\n            ],\n            [\n              -120.75,\n              37.35\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"6","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Morgan, B. A.","contributorId":87128,"corporation":false,"usgs":true,"family":"Morgan","given":"B. A.","affiliations":[],"preferred":false,"id":846684,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70233062,"text":"70233062 - 1978 - Determination of runoff coefficients of storm-water-basin drainage areas on Long Island, New York, by using maximum-stage gages","interactions":[],"lastModifiedDate":"2022-07-15T15:43:18.632915","indexId":"70233062","displayToPublicDate":"1978-01-01T10:40:05","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2446,"text":"Journal of Research of the U.S. Geological Survey","active":true,"publicationSubtype":{"id":10}},"title":"Determination of runoff coefficients of storm-water-basin drainage areas on Long Island, New York, by using maximum-stage gages","docAbstract":"<p> A method for determining runoff coefficients indirectly without direct measurement of volume of runoff was developed for drainage areas of selected storm-water basins on Long Island, N.Y., to expedite evaluation of basin performance. The method requires a maximum-stage gage to record the maximum water level attained in the basin during the storm, and a precipitation gage to record storm intensity at regular intervals. The maximum volume of runoff impounded in the basin during a storm is calculated from precipitation data, an arbitrarily estimated runoff coefficient, and the basin's dimensions and infiltration rate. The calculated result is then compared with the recorded maximum water level, and the process is repeated with increased or decreased coefficients on a trial basis until two of the resulting water-storage maxima closely bracket the recorded maximum. The runoff coefficient in effect during that storm is then interpolated or derived graphically from the calculated water-storage maxima. Results of data analyses suggest that a close approximation of a basin's infiltration rate may be used instead of a measured infiltration rate to calculate the runoff coefficient. Differences between measured and calculated runoff coefficients averaged less than 20 percent when based on average infiltration rates adjusted for water temperature and less than 10 percent when based on measured infiltration rates. Accuracy of the calculated runoff coefficient tends to decline as the interval between precipitation measurements increases. Precipitation data collected at 5- and 15-minute intervals gave accurate runoff coefficients regardless of storm duration, but data collected at 30- or 60-minute intervals gave widely varying results.</p>","language":"English","publisher":"U.S. Geological Survey","usgsCitation":"Aronson, D.A., 1978, Determination of runoff coefficients of storm-water-basin drainage areas on Long Island, New York, by using maximum-stage gages: Journal of Research of the U.S. Geological Survey, v. 6, no. 1, p. 11-21.","productDescription":"11 p.","startPage":"11","endPage":"21","costCenters":[],"links":[{"id":403811,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":403810,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/journal/1978/vol6issue1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -74.102783203125,\n              40.40931350359072\n            ],\n            [\n              -72.0428466796875,\n              40.40931350359072\n            ],\n            [\n              -72.0428466796875,\n              41.236511201246216\n            ],\n            [\n              -74.102783203125,\n              41.236511201246216\n            ],\n            [\n              -74.102783203125,\n              40.40931350359072\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"6","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Aronson, D. A.","contributorId":20308,"corporation":false,"usgs":true,"family":"Aronson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":846680,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70098418,"text":"70098418 - 1978 - Cartographic research 1977","interactions":[],"lastModifiedDate":"2014-09-24T15:12:07","indexId":"70098418","displayToPublicDate":"1978-01-01T10:39:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Cartographic research 1977","docAbstract":"<p>Two major subjects of the current research of the Topographic Division as reported here are related to policy decisions affecting the National Mapping Program of the Geological Survey. The adoption of a metric mapping policy has resulted in new cartographic products with associated changes in map design that require new looks in graphics and new equipment. The increasing use of digitized cartographic information has led to developments in data acquisition, processing, and storage and consequent changes in equipment and techniques.</p>\n<br/>\n<p>This report summarizes the activities in cartographic research and development for the 12-month period ending June 1977 and covers work done at the several facilities of the Topographic Division: the Western Mapping Center at Menlo Park, Calif., the Rocky Mountain Mapping Center at Denver, Colo., the Mid-Continent Mapping Center at Rolla, Mo., and the Eastern Mapping Center, the Special Mapping Center, the Office of Plans and Program Development, and the Office of Research and Technical Standards all at Reston, Va.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70098418","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1978, Cartographic research 1977, vi, 73 p., https://doi.org/10.3133/70098418.","productDescription":"vi, 73 p.","numberOfPages":"80","costCenters":[{"id":587,"text":"Topographic Division","active":false,"usgs":true}],"links":[{"id":284150,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70098418.jpg"},{"id":286060,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70098418/report.pdf"}],"country":"United States","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 173.0,16.916667 ], [ 173.0,71.833333 ], [ -66.95,71.833333 ], [ -66.95,16.916667 ], [ 173.0,16.916667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53558ff9e4b0120853e8be73","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":535638,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70039397,"text":"70039397 - 1978 - Think Metric","interactions":[],"lastModifiedDate":"2012-08-04T01:01:57","indexId":"70039397","displayToPublicDate":"1978-01-01T10:28:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Think Metric","docAbstract":"The International System of Units, as the metric system is officially called, provides for a single \"language\" to describe weights and measures over the world. We in the United States together with the people of Brunei, Burma, and Yemen are the only ones who have not put this convenient system into effect. In the passage of the Metric Conversion Act of 1975, Congress determined that we also will adopt it, but the transition will be voluntary.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/70039397","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1978, Think Metric, 10 p., https://doi.org/10.3133/70039397.","productDescription":"10 p.","numberOfPages":"5","costCenters":[],"links":[{"id":261540,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70039397/report.pdf"},{"id":261541,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70039397/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb2bde4b08c986b3259a3","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":535287,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70114965,"text":"70114965 - 1978 - Indian land areas judicially established","interactions":[],"lastModifiedDate":"2017-03-29T13:13:14","indexId":"70114965","displayToPublicDate":"1978-01-01T09:55:31","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Indian land areas judicially established","docAbstract":"This map portrays the results of cases before the U.S. Indian Claims Commission or U.S. Court of Claims in which an American Indian tribe proved its original tribal occupancy of a tract within the continental United States.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70114965","collaboration":"Prepared under the direction of the Indian Claims Commission","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1978, Indian land areas judicially established, 50.16 x 37.95 inches, 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,{"id":70119857,"text":"70119857 - 1978 - A log-linear model approach to estimation of population size using the line-transect sampling method","interactions":[],"lastModifiedDate":"2014-08-11T09:31:00","indexId":"70119857","displayToPublicDate":"1978-01-01T09:28:00","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1465,"text":"Ecology","active":true,"publicationSubtype":{"id":10}},"title":"A log-linear model approach to estimation of population size using the line-transect sampling method","docAbstract":"The technique of estimating wildlife population size and density using the belt or line-transect sampling method has been used in many past projects, such as the estimation of density of waterfowl nestling sites in marshes, and is being used currently in such areas as the assessment of Pacific porpoise stocks in regions of tuna fishing activity.  A mathematical framework for line-transect methodology has only emerged in the last 5 yr.  In the present article, we extend this mathematical framework to a line-transect estimator based upon a log-linear model approach.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Ecology","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Ecological Society of America","publisherLocation":"Brooklyn, NY","doi":"10.2307/1936648","usgsCitation":"Anderson, D., Burnham, K., and Crain, B., 1978, A log-linear model approach to estimation of population size using the line-transect sampling method: Ecology, v. 59, no. 1, p. 190-193, https://doi.org/10.2307/1936648.","productDescription":"4 p.","startPage":"190","endPage":"193","numberOfPages":"4","costCenters":[],"links":[{"id":291926,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":291925,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.2307/1936648"}],"volume":"59","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53e9d8c5e4b008eaa4f3f5f0","contributors":{"authors":[{"text":"Anderson, David R.","contributorId":8413,"corporation":false,"usgs":true,"family":"Anderson","given":"David R.","affiliations":[],"preferred":false,"id":497793,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burnham, K.P.","contributorId":63760,"corporation":false,"usgs":true,"family":"Burnham","given":"K.P.","email":"","affiliations":[],"preferred":false,"id":497795,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crain, B.R.","contributorId":19482,"corporation":false,"usgs":true,"family":"Crain","given":"B.R.","email":"","affiliations":[],"preferred":false,"id":497794,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70168578,"text":"70168578 - 1978 - Clarence Allen talks about the responsibilities in earthquake prediction","interactions":[],"lastModifiedDate":"2016-03-22T14:25:13","indexId":"70168578","displayToPublicDate":"1978-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1435,"text":"Earthquake Information Bulletin (USGS)","active":true,"publicationSubtype":{"id":10}},"title":"Clarence Allen talks about the responsibilities in earthquake prediction","docAbstract":"<p>Dr. Clarence R. Allen is professor of geology and geophysics at the California Institute of Technology. He has been a member of advisory panels to the Executive Office of the President, National Academy of Sciences, National Science Foundation, U.S Geological Survey, UNESCO, California State Mining and Geology Board, and the California Department of Water Resources. Dr. Allen has been President of both the Geological Society of America and the Seismological Society of America (SSA). The title of this interview is based on his presidential address to the SSA in 1976.&nbsp;</p>","language":"English","publisher":"U.S Geological Survey","usgsCitation":"Spall, H., 1978, Clarence Allen talks about the responsibilities in earthquake prediction: Earthquake Information Bulletin (USGS), v. 10, no. 4, p. 116-119.","productDescription":"4 p.","startPage":"116","endPage":"119","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":318198,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"10","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"56c84ac4e4b0b3c9ae381012","contributors":{"authors":[{"text":"Spall, H.","contributorId":99290,"corporation":false,"usgs":true,"family":"Spall","given":"H.","affiliations":[],"preferred":false,"id":620946,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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