{"pageNumber":"4569","pageRowStart":"114200","pageSize":"25","recordCount":184617,"records":[{"id":70015502,"text":"70015502 - 1989 - Late Cenozoic sea-level changes and the onset of glaciation: impact on continental slope progradation off eastern Canada","interactions":[],"lastModifiedDate":"2013-03-01T15:26:51","indexId":"70015502","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2682,"text":"Marine and Petroleum Geology","active":true,"publicationSubtype":{"id":10}},"title":"Late Cenozoic sea-level changes and the onset of glaciation: impact on continental slope progradation off eastern Canada","docAbstract":"Late Cenozoic sedimentation from four varied sites on the continental slopes off southeastern Canada has been analysed using high-resolution airgun multichannel seismic profiles, supplemented with some single channel data. Biostratigraphic ties are available to exploratory wells at three of the sites. Uniform, slow accumulation of hemipelagic sediments was locally terminated by the late Miocene sea-level lowering, which is also reflected in changes in foraminiferan faunas on the continental shelf. Data are very limited for the early Pliocene but suggest a return to slow hemipelagic sedimentation. At the beginning of the late Pliocene, there was a change in sedimentation style marked by a several-fold increase in accumulation rates and cutting of slope valleys. This late Pliocene cutting of slope valleys corresponds to the onset of late Cenozoic growth of the Laurentian Fan and the initiation of turbidite sedimentation on the Sohm Abyssal Plain. Although it corresponds to a time of sea-level lowering, the contrast with the late Miocene lowstand indicates that there must also have been a change in sediment delivery to the coastline, perhaps as a result of increased rainfall or development of valley glaciers. High sedimentation rates continued into the early Pleistocene, but the extent of slope dissection by gullies increased. Gully-cutting episodes alternated with sediment-draping episodes. Throughout the southeastern Canadian continental margin, there was a change in sedimentation style in the middle Pleistocene that resulted from extensive ice sheets crossing the continental shelf and delivering coarse sediment directly to the continental slope. ?? 1989.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Marine and Petroleum Geology","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Elsevier","doi":"10.1016/0264-8172(89)90030-5","issn":"02648172","usgsCitation":"Piper, D., and Normark, W.R., 1989, Late Cenozoic sea-level changes and the onset of glaciation: impact on continental slope progradation off eastern Canada: Marine and Petroleum Geology, v. 6, no. 4, p. 336-347, https://doi.org/10.1016/0264-8172(89)90030-5.","startPage":"336","endPage":"347","numberOfPages":"12","costCenters":[],"links":[{"id":224206,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":268649,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1016/0264-8172(89)90030-5"}],"volume":"6","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a44c9e4b0c8380cd66da0","contributors":{"authors":[{"text":"Piper, D.J.W.","contributorId":17351,"corporation":false,"usgs":false,"family":"Piper","given":"D.J.W.","email":"","affiliations":[{"id":7219,"text":"Natural Resources Canada","active":true,"usgs":false}],"preferred":false,"id":371090,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Normark, W. R.","contributorId":87137,"corporation":false,"usgs":true,"family":"Normark","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":371091,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70139947,"text":"70139947 - 1989 - Investigations of SPOT cartographic applications in the U.S. Geological Survey","interactions":[],"lastModifiedDate":"2017-01-18T14:30:04","indexId":"70139947","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3865,"text":"CISM Journal ACSGC","active":true,"publicationSubtype":{"id":10}},"title":"Investigations of SPOT cartographic applications in the U.S. Geological Survey","docAbstract":"<p>The US Geological Survey has a longstanding commitment to the advancement of the technology and applications of remotely sensed data from civilian satellite systems. In the past, research based on satellite data was primarily directed toward natural resource and land use applications rather than cartographic applications. The availability of high-resolution, steroscopic data from the sensors on SPOT provides new opportunities for cartographic applications. The potential applications include production of satellite image and topographic maps, and generation of digital elevation data.</p>","language":"English","publisher":"Canadian Institute of Surveying and Mapping","usgsCitation":"Thormodsgard, J.M., Kelly, G.G., and Spooner, J.D., 1989, Investigations of SPOT cartographic applications in the U.S. Geological Survey: CISM Journal ACSGC, v. 43, no. 2, p. 145-149.","productDescription":"5 p.","startPage":"145","endPage":"149","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":298746,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"43","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"550bf331e4b02e76d759cdee","contributors":{"authors":[{"text":"Thormodsgard, June M. thor@usgs.gov","contributorId":3035,"corporation":false,"usgs":true,"family":"Thormodsgard","given":"June","email":"thor@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":539699,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kelly, Glen G.","contributorId":90916,"corporation":false,"usgs":true,"family":"Kelly","given":"Glen","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":539700,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Spooner, Jeffrey D.","contributorId":53956,"corporation":false,"usgs":true,"family":"Spooner","given":"Jeffrey","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":539701,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70015771,"text":"70015771 - 1989 - A direct correlation among indoor Rn, soil gas Rn and geology in the Reading Prong near Boyertown, Pennsylvania","interactions":[],"lastModifiedDate":"2012-03-12T17:18:57","indexId":"70015771","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1884,"text":"Health Physics","active":true,"publicationSubtype":{"id":10}},"title":"A direct correlation among indoor Rn, soil gas Rn and geology in the Reading Prong near Boyertown, Pennsylvania","docAbstract":"We feel that this study suggests a relationship among geology, soil gas Rn and the potential for indoor Rn accumulation in this portion of the Reading Prong. There are deviations from a perfect correlation but these are related to inhomogeneities in the geologic environment and perhaps variations in construction techniques of homes in the area. This study also demonstrates that several analyses in a small area may be necessary to adequately determine the Rn distribution for a particular geologic unit. That scale would be determined by the complexity of the local geology. Where no discrete source of elevated Rn supply is found for dwellings having a significant Rn accumulation, the implication is that overall gross permeability may be sufficient to supply Rn from a larger volume of soil and rock.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Health Physics","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","issn":"00179078","usgsCitation":"Reimer, G., and Gundersen, L., 1989, A direct correlation among indoor Rn, soil gas Rn and geology in the Reading Prong near Boyertown, Pennsylvania: Health Physics, v. 57, no. 1, p. 155-160.","startPage":"155","endPage":"160","numberOfPages":"6","costCenters":[],"links":[{"id":224392,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"57","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e3c0e4b0c8380cd461d8","contributors":{"authors":[{"text":"Reimer, G.M.","contributorId":59800,"corporation":false,"usgs":true,"family":"Reimer","given":"G.M.","affiliations":[],"preferred":false,"id":371733,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gundersen, L.C.S.","contributorId":24501,"corporation":false,"usgs":true,"family":"Gundersen","given":"L.C.S.","email":"","affiliations":[],"preferred":false,"id":371732,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70015488,"text":"70015488 - 1989 - Review of factors affecting recovery of freshwater stored in saline aquifers","interactions":[],"lastModifiedDate":"2012-03-12T17:18:57","indexId":"70015488","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Review of factors affecting recovery of freshwater stored in saline aquifers","docAbstract":"A simulation analysis reported previously, and summarized herein, identified the effects of various geohydrologic and operational factors on recoverability of the injected water. Buoyancy stratification, downgradient advection, and hydrodynamic dispersion are the principal natural processes that reduce the amount of injected water that can be recovered. Buoyancy stratification is shown to depend on injection-zone permeability and the density contrast between injected and saline native water. Downgradient advection occurs as a result of natural or induced hydraulic gradients in the aquifer. Hydrodynamic dispersion reduces recovery efficiency by mixing some of the injected water with native saline aquifer water. In computer simulations, the relation of recovery efficiency to volume injected and its improvement during successive injection-recovery cycles was shown to depend on changes in the degree of hydrodynamic dispersion that occurs. Additional aspects of the subject are discussed.","conferenceTitle":"Artificial Recharge of Ground Water - Proceedings of the International Symposium","conferenceDate":"23 August 1988 through 27 August 1988","conferenceLocation":"Anaheim, CA, USA","language":"English","publisher":"Publ by ASCE","publisherLocation":"New York, NY, United States","isbn":"0872627136","usgsCitation":"Merritt, M.L., 1989, Review of factors affecting recovery of freshwater stored in saline aquifers, Artificial Recharge of Ground Water - Proceedings of the International Symposium, Anaheim, CA, USA, 23 August 1988 through 27 August 1988, p. 367-375.","startPage":"367","endPage":"375","numberOfPages":"9","costCenters":[],"links":[{"id":223991,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505aac65e4b0c8380cd86cef","contributors":{"authors":[{"text":"Merritt, Michael L.","contributorId":29392,"corporation":false,"usgs":true,"family":"Merritt","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":371067,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70015501,"text":"70015501 - 1989 - The non-participation of organic sulphur in acid mine drainage generation","interactions":[],"lastModifiedDate":"2019-06-11T11:24:37","indexId":"70015501","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1538,"text":"Environmental Geochemistry and Health","active":true,"publicationSubtype":{"id":10}},"title":"The non-participation of organic sulphur in acid mine drainage generation","docAbstract":"<p>Acid mine drainage is commonly associated with land disturbances that encounter and expose iron sulphides to oxidising atmospheric conditions. The attendant acidic conditions solubilise a host of trace metals. Within this flow regime the potential exists to contaminate surface drinking water supplies with a variety of trace materials. Accordingly, in evaluating the applications for mines located in the headwaters of water sheds, the pre-mining prediction of the occurrence of acid mine drainage is of paramount importance. There is general agreement among investigators that coal organic sulphur is a nonparticipant in acid mine drainage generation; however, there is no scientific documentation to support this consensus. Using simulated weathering, kinetic, mass balance, petrographic analysis and a peroxide oxidation procedure, coal organic sulphur is shown to be a nonparticipant in acid mine drainage generation. Calculations for assessing the acid-generating potential of a sedimentary rock should not include organic sulphur content.</p>","language":"English","publisherLocation":"Kluwer Academic Publishers","doi":"10.1007/BF01758669","issn":"02694042","usgsCitation":"Casagrande, D., Finkelman, R.B., and Caruccio, F., 1989, The non-participation of organic sulphur in acid mine drainage generation: Environmental Geochemistry and Health, v. 11, no. 3-4, p. 187-192, https://doi.org/10.1007/BF01758669.","productDescription":"6 p.","startPage":"187","endPage":"192","numberOfPages":"6","costCenters":[],"links":[{"id":224158,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"11","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bae22e4b08c986b323f1f","contributors":{"authors":[{"text":"Casagrande, D.J.","contributorId":13378,"corporation":false,"usgs":true,"family":"Casagrande","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":371087,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Finkelman, R. B.","contributorId":20341,"corporation":false,"usgs":true,"family":"Finkelman","given":"R.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":371088,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Caruccio, F.T.","contributorId":21695,"corporation":false,"usgs":true,"family":"Caruccio","given":"F.T.","email":"","affiliations":[],"preferred":false,"id":371089,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70015496,"text":"70015496 - 1989 - Erosion in the juniata river drainage basin, Pennsylvania","interactions":[],"lastModifiedDate":"2024-02-05T13:26:44.23084","indexId":"70015496","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1801,"text":"Geomorphology","active":true,"publicationSubtype":{"id":10}},"title":"Erosion in the juniata river drainage basin, Pennsylvania","docAbstract":"<div id=\"abstracts\" class=\"Abstracts u-font-serif text-s\"><div id=\"aep-abstract-id3\" class=\"abstract author\"><div id=\"aep-abstract-sec-id4\"><p>Previously calculated erosion rates througouth the Appalachians range from 1.2 to 203 m Myr<sup>−1</sup>. Calculation of erosion rates has been accomplished by: (1) evaluation of riverine solute and sediment load in either large or small drainage basins; (2) estimation from the volume of derived sediments; and (3) methods involving either<span>&nbsp;</span><sup>10</sup>Be or fission-track dating. Values of specific conductance and suspended sediment collected at the Juniata River gauging station at Newport, Pennsylvania are used, with corrections, along with a bedload estimate to determine the total amount eroded from the 8687 km<sup>2</sup><span>&nbsp;</span>drainage basin during the water years 1965–1986. The amount eroded is used to calculate a present erosion rate of 27 m Myr<sup>−1</sup>.</p></div></div></div><ul id=\"issue-navigation\" class=\"issue-navigation u-margin-s-bottom u-bg-grey1\"></ul>","language":"English","publisher":"Elsevier","doi":"10.1016/0169-555X(89)90017-2","issn":"0169555X","usgsCitation":"Sevon, W., 1989, Erosion in the juniata river drainage basin, Pennsylvania: Geomorphology, v. 2, no. 1-3, p. 303-318, https://doi.org/10.1016/0169-555X(89)90017-2.","productDescription":"16 p.","startPage":"303","endPage":"318","numberOfPages":"16","costCenters":[],"links":[{"id":224099,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"2","issue":"1-3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0a3ae4b0c8380cd52265","contributors":{"authors":[{"text":"Sevon, W. D.","contributorId":38650,"corporation":false,"usgs":true,"family":"Sevon","given":"W. D.","affiliations":[],"preferred":false,"id":371079,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70015493,"text":"70015493 - 1989 - An attempt to obtain a detailed declination chart from the United States magnetic anomaly map","interactions":[],"lastModifiedDate":"2024-04-25T00:01:59.034376","indexId":"70015493","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2310,"text":"Journal of Geomagnetism & Geoelectricity","active":true,"publicationSubtype":{"id":10}},"title":"An attempt to obtain a detailed declination chart from the United States magnetic anomaly map","docAbstract":"<div id=\"article-overiew-abstract-wrap\"><p class=\"global-para-14\">Modern declination charts of the United States show almost no details. Greater detail may be of value to surveyors trying to follow old land deed descriptions, or to pilots of small planes or small pleasure boats operating in inland waterways. It would be extremely expensive to make adequate declination measurements needed for such a chart. It was hoped that declination details could be derived from the information contained in the existing magnetic anomaly map of the United States. This could be realized only if all of the survey data were corrected to a common epoch, at which time a main-field vector model was known, before the anomaly values were computed. Because this was not done, accurate declination values cannot be determined. In spite of this conclusion, declination values were computed using a common main-field model for the entire United States to see how well they compared with observed values. The provisional geomagnetic reference field for 1978.5 was used as the main-field model. The computed detailed declination values were found to compare less favorably with observed values of declination than declination values computed from the IGRF 1985 model itself. This result indicates that the computed anomaly elements or their combination with main-field values cannot be used as accurate anomaly values, but they may be used as an indication of where anomalies probably occur.</p></div><div id=\"datarepo-wrap\"><br></div><div id=\"article-overiew-references-wrap\"><br></div>","language":"English","publisher":"J-STAGE","doi":"10.5636/jgg.41.549","usgsCitation":"Alldredge, L., 1989, An attempt to obtain a detailed declination chart from the United States magnetic anomaly map: Journal of Geomagnetism & Geoelectricity, v. 41, no. 6, p. 549-563, https://doi.org/10.5636/jgg.41.549.","productDescription":"15 p.","startPage":"549","endPage":"563","numberOfPages":"15","costCenters":[],"links":[{"id":479884,"rank":2,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.5636/jgg.41.549","text":"Publisher Index Page"},{"id":224096,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"41","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059ea1ee4b0c8380cd48642","contributors":{"authors":[{"text":"Alldredge, L.R.","contributorId":53457,"corporation":false,"usgs":true,"family":"Alldredge","given":"L.R.","email":"","affiliations":[],"preferred":false,"id":371075,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70015438,"text":"70015438 - 1989 - Comparison of seismic waveform inversion results for the rupture history of a finite fault: Application to the 1986 North Palm Springs, California, earthquake","interactions":[],"lastModifiedDate":"2024-05-29T21:52:59.783421","indexId":"70015438","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":6453,"text":"Journal of Geophysical Research Solid Earth","active":true,"publicationSubtype":{"id":10}},"title":"Comparison of seismic waveform inversion results for the rupture history of a finite fault: Application to the 1986 North Palm Springs, California, earthquake","docAbstract":"<p><span>The July 8, 1986, North Palm Springs earthquake is used as a basis for comparison of several different approaches to the solution for the rupture history of a finite fault. The inversion of different waveform data is considered; both teleseismic&nbsp;</span><i>P</i><span>&nbsp;waveforms and local strong ground motion records. Linear parametrizations for slip amplitude are compared with nonlinear parametrizations for both slip amplitude and rupture time. Inversions using both synthetic and empirical Green's functions are considered. In general, accurate Green's functions are more readily calculable for the teleseismic problem where simple ray theory and flat-layered velocity structures are usually sufficient. However, uncertainties in the variation in&nbsp;</span><i>t</i><span>* with frequency most limit the resolution of teleseismic inversions. A set of empirical Green's functions that are well recorded at teleseismic distances could avoid the uncertainties in attenuation. In the inversion of strong motion data, the accurate calculation of propagation path effects other than attenuation effects is the limiting factor in the resolution of source parameters. The assumption of a laterally homogeneous velocity structure is usually not a good one, and the use of empirical Green's functions is desirable. Considering the parametrization of the problem, any degree of fault rupture complexity can be described in terms of a linear parametrization for slip amplitudes. However, a nonlinear parametrization for rupture times and slip amplitudes can have a distinct advantage over a simple linear one by limiting the number of unknown parameters. Regardless of the choice of data or the type of parametrization, the model or solution will be affected by the choice of minimization norm and the type of stabilization used.</span></p>","language":"English","publisher":"American Geophysical Union","doi":"10.1029/JB094iB06p07515","issn":"01480227","usgsCitation":"Hartzell, S., 1989, Comparison of seismic waveform inversion results for the rupture history of a finite fault: Application to the 1986 North Palm Springs, California, earthquake: Journal of Geophysical Research Solid Earth, v. 94, no. B6, p. 7515-7534, https://doi.org/10.1029/JB094iB06p07515.","productDescription":"20 p.","startPage":"7515","endPage":"7534","numberOfPages":"20","costCenters":[],"links":[{"id":223987,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"94","issue":"B6","noUsgsAuthors":false,"publicationDate":"2012-09-20","publicationStatus":"PW","scienceBaseUri":"5059f88be4b0c8380cd4d193","contributors":{"authors":[{"text":"Hartzell, S.","contributorId":12603,"corporation":false,"usgs":true,"family":"Hartzell","given":"S.","email":"","affiliations":[],"preferred":false,"id":370932,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70015443,"text":"70015443 - 1989 - Large-scale magnetic field perturbation arising from the 18 May 1980 eruption from Mount St. Helens, Washington","interactions":[],"lastModifiedDate":"2013-02-13T13:14:47","indexId":"70015443","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3071,"text":"Physics of the Earth and Planetary Interiors","active":true,"publicationSubtype":{"id":10}},"title":"Large-scale magnetic field perturbation arising from the 18 May 1980 eruption from Mount St. Helens, Washington","docAbstract":"A traveling magnetic field disturbance generated by the 18 may 1980 eruption of Mount St. Helens at 1532 UT was detected on an 800-km linear array of recording magnetometers installed along the San Andreas fault system in California, from San Francisco to the Salton Sea. Arrival times of the disturbance field, from the most northern of these 24 magnetometers (996 km south of the volcano) to the most southern (1493 km S23?? E), are consistent with the generation of a traveling ionospheric disturbance stimulated by the blast pressure wave in the atmosphere. The first arrivals at the north and the south ends of the array occurred at 26 and 48 min, respectively, after the initial eruption. Apparent average wave velocity through the array is 309 ?? 14 m s-1 but may have approached 600 m s-1 close to the volcano. The horizontal phase and the group velocity of ??? 300 m s-1 at periods of 70-80 min, and the attenuation with distance, strongly suggest that the magnetic field perturbations at distances of 1000-1500 km are caused by gravity mode acoustic-gravity waves propagating at F-region heights in the ionosphere. ?? 1989.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Physics of the Earth and Planetary Interiors","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Elsevier","publisherLocation":"Amsterdam, Netherlands","doi":"10.1016/0031-9201(89)90209-4","issn":"00319201","usgsCitation":"Mueller, R., and Johnston, M., 1989, Large-scale magnetic field perturbation arising from the 18 May 1980 eruption from Mount St. Helens, Washington: Physics of the Earth and Planetary Interiors, v. 57, no. 1-2, p. 23-31, https://doi.org/10.1016/0031-9201(89)90209-4.","startPage":"23","endPage":"31","numberOfPages":"9","costCenters":[],"links":[{"id":267324,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1016/0031-9201(89)90209-4"},{"id":224093,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"57","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a449ae4b0c8380cd66c42","contributors":{"authors":[{"text":"Mueller, R.J.","contributorId":77135,"corporation":false,"usgs":true,"family":"Mueller","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":370944,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnston, M.J.S. 0000-0003-4326-8368","orcid":"https://orcid.org/0000-0003-4326-8368","contributorId":104889,"corporation":false,"usgs":true,"family":"Johnston","given":"M.J.S.","affiliations":[],"preferred":false,"id":370945,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70015680,"text":"70015680 - 1989 - Introduction to the hydrogeochemical investigations within the International Stripa Project","interactions":[],"lastModifiedDate":"2024-04-03T16:43:47.659437","indexId":"70015680","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1759,"text":"Geochimica et Cosmochimica Acta","active":true,"publicationSubtype":{"id":10}},"title":"Introduction to the hydrogeochemical investigations within the International Stripa Project","docAbstract":"The International Stripa Project (1980-1990) has sponsored hydrogeochemical investigations at several subsurface drillholes in the granitic portion of an abandoned iron ore mine, central Sweden. The purpose has been to advance our understanding of geochemical processes in crystalline bedrock that may affect the safety assessment of high-level radioactive waste repositories. More than a dozen investigators have collected close to a thousand water and gas samples for chemical and isotopic analyses to develop concepts for the behavior of solutes in a granitic repository environment. The Stripa granite is highly radioactive and has provided an exceptional opportunity to study the behavior of natural radionuclides, especially subsurface production. Extensive microfracturing, low permeability with isolated fracture zones of high permeability, unusual water chemistry, and a typical granitic mineral assemblage with thin veins and fracture coatings of calcite, chlorite, seriate, epidote and quartz characterize the site. Preliminary groundwater flow modeling indicates that the mine has perturbed the flow environment to a depth of about 3 km and may have induced deep groundwaters to flow into the mine. ?? 1989.","language":"English","publisher":"Elsevier","doi":"10.1016/0016-7037(89)90293-7","issn":"00167037","usgsCitation":"Nordstrom, D.K., Olsson, T., Carlsson, L., and Fritz, P., 1989, Introduction to the hydrogeochemical investigations within the International Stripa Project: Geochimica et Cosmochimica Acta, v. 53, no. 8, p. 1717-1726, https://doi.org/10.1016/0016-7037(89)90293-7.","productDescription":"10 p.","startPage":"1717","endPage":"1726","numberOfPages":"10","costCenters":[],"links":[{"id":223783,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"53","issue":"8","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a3dfce4b0c8380cd639f4","contributors":{"authors":[{"text":"Nordstrom, D. Kirk 0000-0003-3283-5136 dkn@usgs.gov","orcid":"https://orcid.org/0000-0003-3283-5136","contributorId":749,"corporation":false,"usgs":true,"family":"Nordstrom","given":"D.","email":"dkn@usgs.gov","middleInitial":"Kirk","affiliations":[{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":false,"id":371512,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olsson, T.","contributorId":102636,"corporation":false,"usgs":true,"family":"Olsson","given":"T.","email":"","affiliations":[],"preferred":false,"id":371513,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Carlsson, L.","contributorId":28376,"corporation":false,"usgs":true,"family":"Carlsson","given":"L.","email":"","affiliations":[],"preferred":false,"id":371510,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Fritz, P.","contributorId":83673,"corporation":false,"usgs":true,"family":"Fritz","given":"P.","email":"","affiliations":[],"preferred":false,"id":371511,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":30241,"text":"wri884224 - 1989 - Ground-water contamination at an inactive coal and oil gasification plant site, Gas Works Park, Seattle, Washington","interactions":[],"lastModifiedDate":"2023-04-11T19:51:41.319353","indexId":"wri884224","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","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":"88-4224","title":"Ground-water contamination at an inactive coal and oil gasification plant site, Gas Works Park, Seattle, Washington","docAbstract":"<p>Gas Works Park, in Seattle, Washington, is located on the site of a coal and oil gasification plant that ceased operation in 1956. During operation, many types of wastes, including coal, tar, and oil, accumulated on site. The park soil is presently (1986) contaminated with compounds such as polynuclear aromatic hydrocarbons, volatile organic compounds, trace metals, and cyanide. Analyses of water samples from a network of observation wells in the park indicate that these compounds are also present in the groundwater. Polynuclear aromatic hydrocarbons and volatile organic compounds were identified in groundwater samples in concentrations as large as 200 mg/L. Concentrations of organic compounds were largest where groundwater was in contact with a nonaqueous phase liquid in the soil. Concentrations in groundwater were much smaller where no nonaqueous phase liquid was present, even if the groundwater was in contact with contaminated soils. This condition is attributed to weathering processes at the site, such as dissolution, volatilization, and biodegradation. Soluble, volatile, low-molecular-weight organic compounds are preferentially dissolved from the nonaqueous phase liquid into the groundwater. Where no nonaqueous phase liquid is present, only stained soils containing relatively insoluble, high-molecular-weight compounds remain; therefore, contaminant concentrations in the groundwater are much smaller. Concentrations of organic contaminants in the soils may still remain large. Values of specific conductance were as large as 5,280 microsiemens/cm, well above a background of 242 microsiemens/cm, suggesting large concentrations of minerals in the groundwater. Trace metal concentrations, however , were generally &lt; 0.010 mg/L, and below limits of US EPA drinking water standards. Cyanide was present in groundwater samples from throughout the park, ranging in concentration from 0.01 to 8.6 mg/L.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884224","usgsCitation":"Turney, G.L., and Goerlitz, D., 1989, Ground-water contamination at an inactive coal and oil gasification plant site, Gas Works Park, Seattle, Washington: U.S. Geological Survey Water-Resources Investigations Report 88-4224, iv, 31 p., https://doi.org/10.3133/wri884224.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":415595,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47120.htm","linkFileType":{"id":5,"text":"html"}},{"id":59018,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4224/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123550,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4224/report-thumb.jpg"}],"country":"United States","state":"Washington","city":"Seattle","otherGeospatial":"Gas Works Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -122.3387400465412,\n              47.64726213325696\n            ],\n            [\n              -122.3387400465412,\n              47.64411681110258\n            ],\n            [\n              -122.33190186800769,\n              47.64411681110258\n            ],\n            [\n              -122.33190186800769,\n              47.64726213325696\n            ],\n            [\n              -122.3387400465412,\n              47.64726213325696\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699a06","contributors":{"authors":[{"text":"Turney, G. L.","contributorId":95070,"corporation":false,"usgs":true,"family":"Turney","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":202920,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goerlitz, D.F.","contributorId":8445,"corporation":false,"usgs":true,"family":"Goerlitz","given":"D.F.","affiliations":[],"preferred":false,"id":202919,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70187621,"text":"70187621 - 1989 - Populations, productivity, and feeding habits of seabirds at Cape Thompson, Alaska: Final report","interactions":[],"lastModifiedDate":"2017-05-11T09:56:55","indexId":"70187621","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"title":"Populations, productivity, and feeding habits of seabirds at Cape Thompson, Alaska: Final report","docAbstract":"<p>Investigations of seabird population sizes and breeding biology were conducted at Cape Thompson from 1959 to 1961 during pre-development studies associated with the Atomic through 1982, the Alaskan Program (OCSEAP) supported determine whether changes Energy Commission’s “Project Chariot.” From 1976 Outer Continental Shelf Environmental Assessment efforts to recensus seabirds at Cape Thompson and had occurred since the 1959-61 period. Prior to the present study, it had been 6 years since the last efforts to census seabird colonies in this area.</p><p>We established a field camp at the and occupied it continuously until 31 were selected for cliff nesting species comprising the Cape Thompson complex, mouth of Ikijaktusak Creek on 2 July August 1988. Permanent study plots in four of the five discrete colonies and regular observations were made throughout the study to document attendance patterns, breeding phenology, and success of murres and kittiwakes. Periodic collections of adults offshore were used to determine the food habits of study species. Shore-based work was supplemented with offshore studies of seabird foraging from the USFWS vessel Eagle-Tiglax, 24-31 August (Fig. 2).</p><p>Correlation analysis revealed negative trends in murre attendance at all Cape Thompson colonies between 1960 and 1982 or 1988, significantly so for 3 of the 5 colonies. Based on apparent changes in species composition within the colonies, Common Murres declined at a more rapid rate than Thick-billed Murres between 1960 and 1988. Combining information from all colonies, it appears that murre populations have been relatively stable since about 1979. In contrast to murres, the kittiwake population showed no significant trends between 1960 and 1982 or between 1960 and 1988. All fluctuations in kittiwake numbers documented between years were within the variability expected within years. Breeding productivity of murres was about average during 1988 (0.47 young/pair), whereas the productivity of kittiwakes was very poor (0.15 young/pair).</p><p>Murres and kittiwakes fed mostly on arctic cod and sand lance distributed widely but in low concentrations (e.g., 0.1-10 g/m<sup>3</sup>) UP to 1.20 km north and northwest of Cape Thompson. In the total area surveyed (225 km<sup>2</sup>), only two major feeding aggregations were observed where fish school densities exceeded 15 g/ins. Forage fish densities were higher in shallow Alaska Coastal Current waters than offshore in Bering Sea waters, and piscivorous seabirds like murres and kittiwakes fed mostly in coastal waters. Reduced numbers of fish in murre and kittiwake stomachs in August and low breeding success of kittiwakes suggested that forage fish densities observed around Cape Thompson in late August were sufficient to sustain murres but were insufficient for, or inaccessible to, kittiwakes.</p><p>The breeding failure of Black-legged Kittiwakes at Cape Thompson in 1988 was part throughout causes of kittiwakes of a pervasive syndrome of failure in this species observed the Bering/Chukchi seas and Gulf of Alaska in recent years. The recurrent widespread breeding failure need to be identified if are to have a role in area-wide population monitoring during the period of Alaskan OCS development by the oil and gas industry.</p><p>The system of land-based plots established in 1988 is recommended for future population monitoring of cliff-nesting birds at Cape Thompson. Based on the coefficients of variation among counts observed in this study, it is estimated that 10 replicate counts per year would detect an 8% change in numbers of Thick-billed Murres between years and a 12% change in Common Murres, with 75% certainty of statistical significance at the 0.05 level. Similarly, a 9% annual change in the population of Black-legged Kittiwakes should be detectable at the 0.05 significance level given samples of 10 replicate counts of the land-based plots.</p>","language":"English","publisher":"U.S. Fish and Wildlife Service, Alaska Fish and Wildlife Research Center","publisherLocation":"Anchorage, AK","usgsCitation":"Fadely, B.S., Piatt, J.F., Hatch, S.A., and Roseneau, D.G., 1989, Populations, productivity, and feeding habits of seabirds at Cape Thompson, Alaska: Final report, xxi, 429 p.","productDescription":"xxi, 429 p.","numberOfPages":"449","costCenters":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true}],"links":[{"id":341098,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":341097,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://www.boem.gov/ESPIS/0/923.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","otherGeospatial":"Cape Thompson","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -166.1894989013672,\n              68.02299414412997\n            ],\n            [\n              -165.4863739013672,\n              68.02299414412997\n            ],\n            [\n              -165.4863739013672,\n              68.24929413342046\n            ],\n            [\n              -166.1894989013672,\n              68.24929413342046\n            ],\n            [\n              -166.1894989013672,\n              68.02299414412997\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"591577f9e4b01a342e691459","contributors":{"authors":[{"text":"Fadely, Brian S.","contributorId":184042,"corporation":false,"usgs":false,"family":"Fadely","given":"Brian","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":694791,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Piatt, John F. 0000-0002-4417-5748 jpiatt@usgs.gov","orcid":"https://orcid.org/0000-0002-4417-5748","contributorId":3025,"corporation":false,"usgs":true,"family":"Piatt","given":"John","email":"jpiatt@usgs.gov","middleInitial":"F.","affiliations":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true},{"id":116,"text":"Alaska Science Center Biology MFEB","active":true,"usgs":true},{"id":117,"text":"Alaska Science Center Biology WTEB","active":true,"usgs":true}],"preferred":true,"id":694792,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hatch, Scott A. 0000-0002-0064-8187 shatch@usgs.gov","orcid":"https://orcid.org/0000-0002-0064-8187","contributorId":2625,"corporation":false,"usgs":true,"family":"Hatch","given":"Scott","email":"shatch@usgs.gov","middleInitial":"A.","affiliations":[{"id":116,"text":"Alaska Science Center Biology MFEB","active":true,"usgs":true}],"preferred":true,"id":694793,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Roseneau, David G.","contributorId":73394,"corporation":false,"usgs":false,"family":"Roseneau","given":"David","email":"","middleInitial":"G.","affiliations":[{"id":6987,"text":"U.S. Fish and Wildlife Sevice","active":true,"usgs":false}],"preferred":false,"id":694794,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":93980,"text":"93980 - 1989 - Immunostimulation by levamisole in rainbow trout (Salmo gairdneri) in vivo","interactions":[],"lastModifiedDate":"2012-02-02T00:03:59","indexId":"93980","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Immunostimulation by levamisole in rainbow trout (Salmo gairdneri) in vivo","docAbstract":"No abstract available at this time","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Viruses of Lower Vertebrates","largerWorkSubtype":{"id":9,"text":"Other Report"},"language":"English","publisher":"Springer-Verlag Publishers","publisherLocation":"Berlin, NY","collaboration":"90-020/FH","usgsCitation":"Anderson, D.P., Siwicki, A., Dixon, O.W., and Lizzio, E.F., 1989, Immunostimulation by levamisole in rainbow trout (Salmo gairdneri) in vivo, chap. <i>of</i> Viruses of Lower Vertebrates, p. 469-478.","productDescription":"p. 469-478","startPage":"469","endPage":"478","numberOfPages":"10","costCenters":[],"links":[{"id":128283,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa08d","contributors":{"editors":[{"text":"Ahne, W.","contributorId":28554,"corporation":false,"usgs":true,"family":"Ahne","given":"W.","affiliations":[],"preferred":false,"id":505212,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Kurstak, E.","contributorId":113556,"corporation":false,"usgs":true,"family":"Kurstak","given":"E.","email":"","affiliations":[],"preferred":false,"id":505213,"contributorType":{"id":2,"text":"Editors"},"rank":2}],"authors":[{"text":"Anderson, D. P.","contributorId":32469,"corporation":false,"usgs":true,"family":"Anderson","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":298313,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Siwicki, A.K.","contributorId":71115,"corporation":false,"usgs":true,"family":"Siwicki","given":"A.K.","email":"","affiliations":[],"preferred":false,"id":298315,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dixon, O. W.","contributorId":101588,"corporation":false,"usgs":true,"family":"Dixon","given":"O.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":298316,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lizzio, E. F.","contributorId":50471,"corporation":false,"usgs":true,"family":"Lizzio","given":"E.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":298314,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70140582,"text":"70140582 - 1989 - Gravity anomalies of irregularly shaped two-dimensional bodies with constant horizontal density gradient","interactions":[],"lastModifiedDate":"2017-01-18T14:29:00","indexId":"70140582","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1808,"text":"Geophysics","active":true,"publicationSubtype":{"id":10}},"title":"Gravity anomalies of irregularly shaped two-dimensional bodies with constant horizontal density gradient","docAbstract":"<p><span>An equation to compute the gravity anomalies of two-dimensional (2-D) bodies with density contrast varying with depth (z axis) was developed by Murthy and Rao (1979). I develop an equation for computing the gravity anomalies of 2-D bodies with constant horizontal density gradient. By combining this equation with the equation of Murthy and Rao, I estimate the depth of the sedimentary basin which is adjacent to the master fault associated with the Rio Grande rift in New Mexico, where the density is assumed to decrease basinward from the fault (Cordell, 1979).</span></p>","language":"English","publisher":"Geological Society of America","doi":"10.1190/1.1442680","usgsCitation":"Pan, J., 1989, Gravity anomalies of irregularly shaped two-dimensional bodies with constant horizontal density gradient: Geophysics, v. 54, no. 4, p. 528-530, https://doi.org/10.1190/1.1442680.","productDescription":"3 p.","startPage":"528","endPage":"530","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":297863,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"New Mexico","otherGeospatial":"Rio Grande Rift","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.072265625,\n              31.39115752282472\n            ],\n            [\n              -109.072265625,\n              37.00255267215955\n            ],\n            [\n              -102.98583984374999,\n              37.00255267215955\n            ],\n            [\n              -102.98583984374999,\n              31.39115752282472\n            ],\n            [\n              -109.072265625,\n              31.39115752282472\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"54","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"54dd2bb4e4b08de9379b3494","contributors":{"authors":[{"text":"Pan, Jeng-Jong","contributorId":35877,"corporation":false,"usgs":true,"family":"Pan","given":"Jeng-Jong","email":"","affiliations":[],"preferred":false,"id":540176,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70189291,"text":"70189291 - 1989 - Performance and utility of satellite telemetry during field studies of free-ranging polar bears in Alaska","interactions":[],"lastModifiedDate":"2018-05-06T11:03:20","indexId":"70189291","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"chapter":"7","title":"Performance and utility of satellite telemetry during field studies of free-ranging polar bears in Alaska","docAbstract":"<p>Satellite telemetry technology has been used during field studies of polar bears in Alaska since 1985. A total of 109 Platform Transmitter Terminals (PTT) have been deployed on free-ranging female polar bears that seasonally inhabit waters adjacent to the Alaskan coast. The PTTs transmitted locational and sensor data to TIROS-N polar-orbiting satellites during a duty cycle of 12 hours on/60 hours off in 1985, 1986, and 1987. Expected battery life was 13.8 months, and collars were normally removed and replaced with new or refurbished PTTs at 11-13 month intervals. Duty cycles were altered to 7-8 hours on/64-65 hours off in 1988 to prolong expected battery life to 19-21 months. Sensor data transmitted included PTT internal temperature, short term activity counts recorded at 60 second intervals, and long term activity counts for the preceding 24 or 72-hour period. Early failures of PTTs to fix location (less than 75% of expected battery life) were as high as 53% during 198501986. Subsequent improvements in battery design, including better shock insulation, improved electronic, and an improved battery system have reduced early failures to 27% in 1987-1988. The harsh environment and the degree of abuse observed in recovered collars indicate that an unavoidable failure rate of 8-10% is inherent within 60 days after deployment on polar bears. A total of 18,000 locations and 201,000 sensor messages were received from female polar bears between May 1985 and June 1988. Polar bears that were marked in Alaskan waters have been located as far south as 60°N 168°W, and as far east as 70°N 127°W in the Beaufort Sea. Polar bears in the Beaufort Sea are shared with Canada, while polar bears in the Chukchi and Bering seas are shared with the Soviet Union. The international ranges of the two hypothesized populations have been documented. Satellite telemetry has detailed the large movement patterns of polar bear over these vast areas that were previously not available using other techniques.</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Biotelemetry X: Proceedings of the 10th international symposium on biotelemetry","largerWorkSubtype":{"id":12,"text":"Conference publication"},"conferenceTitle":"10th International Symposium on Biotelemetry","conferenceDate":"July 31 - August 6, 1988","conferenceLocation":"Fayetteville, AR","language":"English","publisher":"University of Arkansas Press","publisherLocation":"Fayetteville, AK","isbn":"1-55728-082-7","usgsCitation":"Garner, G.W., Amstrup, S.C., Douglas, D., and Gardner, C.L., 1989, Performance and utility of satellite telemetry during field studies of free-ranging polar bears in Alaska, <i>in</i> Biotelemetry X: Proceedings of the 10th international symposium on biotelemetry, Fayetteville, AR, July 31 - August 6, 1988, p. 66-76.","productDescription":"11 p.","startPage":"66","endPage":"76","costCenters":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true}],"links":[{"id":343491,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"Canada, Soviet Union, United States","state":"Alaska","otherGeospatial":"Beaufort Sea, Bering Sea, Chukchi Sea","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59634098e4b0d1f9f059d812","contributors":{"editors":[{"text":"Amlaner, Charles J. Jr.","contributorId":111465,"corporation":false,"usgs":true,"family":"Amlaner","given":"Charles","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":703973,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Garner, Gerald W.","contributorId":149918,"corporation":false,"usgs":false,"family":"Garner","given":"Gerald","email":"","middleInitial":"W.","affiliations":[{"id":13117,"text":"Institute of Arctic Biology, University of Alaska Fairbanks","active":true,"usgs":false}],"preferred":false,"id":703969,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Amstrup, Steven C.","contributorId":67034,"corporation":false,"usgs":false,"family":"Amstrup","given":"Steven","email":"","middleInitial":"C.","affiliations":[{"id":13182,"text":"Polar Bears International","active":true,"usgs":false}],"preferred":false,"id":703970,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Douglas, David C. 0000-0003-0186-1104 ddouglas@usgs.gov","orcid":"https://orcid.org/0000-0003-0186-1104","contributorId":150115,"corporation":false,"usgs":true,"family":"Douglas","given":"David C.","email":"ddouglas@usgs.gov","affiliations":[{"id":117,"text":"Alaska Science Center Biology WTEB","active":true,"usgs":true},{"id":114,"text":"Alaska Science Center","active":true,"usgs":true},{"id":116,"text":"Alaska Science Center Biology MFEB","active":true,"usgs":true}],"preferred":true,"id":703971,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Gardner, Craig L.","contributorId":65259,"corporation":false,"usgs":false,"family":"Gardner","given":"Craig","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":703972,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70140586,"text":"70140586 - 1989 - An algorithm for locating candidate labeling boxes within a polygon","interactions":[],"lastModifiedDate":"2017-01-18T14:28:35","indexId":"70140586","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":709,"text":"American Cartographer","active":true,"publicationSubtype":{"id":10}},"title":"An algorithm for locating candidate labeling boxes within a polygon","docAbstract":"<p><span>Vector-based geographic information systems usually require annotation, such as a polygon number or attribute data, in a suitable location within a polygon. Traditional methods usually compute the polygon centroid, test the centroid for inclusion or exclusion, and select some alternative point when the centroid falls outside the polygon. Two problems are associated with this approach: (1) the text can be centered on the point, but may be placed in a visually awkward place, and (2) part of the text may fall outside the polygon and may overlap other polygon boundaries or other text labels. An algorithm is presented that circumvents both of these problems, by computing a number of horizontal candidate labeling rectangles (boxes) within a polygon from which a suitable selection can be made or from which one may conclude that the text label does not fit the polygon.</span></p>","language":"English","publisher":"Taylor & Francis","doi":"10.1559/152304089783814034","usgsCitation":"van Roessel, J.W., 1989, An algorithm for locating candidate labeling boxes within a polygon: American Cartographer, v. 16, no. 3, p. 201-209, https://doi.org/10.1559/152304089783814034.","productDescription":"9 p.","startPage":"201","endPage":"209","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":297867,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"16","issue":"3","noUsgsAuthors":false,"publicationDate":"2013-03-14","publicationStatus":"PW","scienceBaseUri":"54dd2b2ce4b08de9379b328c","contributors":{"authors":[{"text":"van Roessel, Jan W.","contributorId":35745,"corporation":false,"usgs":true,"family":"van Roessel","given":"Jan","email":"","middleInitial":"W.","affiliations":[{"id":223,"text":"Earth Resources Observation and Science (EROS) Center (Geography)","active":false,"usgs":true}],"preferred":false,"id":540198,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70015416,"text":"70015416 - 1989 - Accelerator 14C dates for early upper paleolithic (basal Aurignacian) at El Castillo Cave (Spain)","interactions":[],"lastModifiedDate":"2024-04-15T16:57:35.337223","indexId":"70015416","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2182,"text":"Journal of Archaeological Science","active":true,"publicationSubtype":{"id":10}},"displayTitle":"Accelerator <sup>14<sup>C dates for early upper paleolithic (basal Aurignacian) at El Castillo Cave (Spain)","title":"Accelerator 14C dates for early upper paleolithic (basal Aurignacian) at El Castillo Cave (Spain)","docAbstract":"<p><span>Three fragments of charcoal taken from different parts of the lowermost bed containing Aurignacian artifacts at El Castillo Cave yielded AMS dates of 37·7 (± 1·8) ka bp, 38·5 (± 1·8) ka bp, and 40·0 (± 2·1) ka bp (average 38·7 ± 1·9 ka bp). These dates are almost identical to new AMS dates from l'Arbreda cave in Catalunya on the same cultural horizon (average 38·5 ± 1·0 ka bp) and are significantly older than the earliest dates for Aurignacian industries in the Aquitaine and in other parts of Central and Western Europe.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0305-4403(89)90023-X","issn":"03054403","usgsCitation":"Valdes, V., and Bischoff, J.L., 1989, Accelerator 14C dates for early upper paleolithic (basal Aurignacian) at El Castillo Cave (Spain): Journal of Archaeological Science, v. 16, no. 6, p. 577-584, https://doi.org/10.1016/0305-4403(89)90023-X.","productDescription":"8 p.","startPage":"577","endPage":"584","numberOfPages":"8","costCenters":[],"links":[{"id":224420,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"16","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e668e4b0c8380cd473d9","contributors":{"authors":[{"text":"Valdes, V.C.","contributorId":66854,"corporation":false,"usgs":true,"family":"Valdes","given":"V.C.","email":"","affiliations":[],"preferred":false,"id":370889,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bischoff, J. L.","contributorId":28969,"corporation":false,"usgs":true,"family":"Bischoff","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":370888,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70015417,"text":"70015417 - 1989 - Non-energy minerals and surficial geology of the continental margin of Maryland","interactions":[],"lastModifiedDate":"2024-10-09T11:10:37.6228","indexId":"70015417","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2667,"text":"Marine Geology","active":true,"publicationSubtype":{"id":10}},"title":"Non-energy minerals and surficial geology of the continental margin of Maryland","docAbstract":"<div id=\"preview-section-abstract\"><div id=\"abstracts\" class=\"Abstracts u-font-serif\"><div id=\"aep-abstract-id3\" class=\"abstract author\"><div id=\"aep-abstract-sec-id4\"><div class=\"u-margin-s-bottom\">The surficial sediments have been mapped and the shallow geologic framework outlined of the Maryland inner continental shelf. The initial study encompassed a small area offshore of Assateague Island but was extended northward to include the Ocean City area and eastward across several linear shoals.</div><div class=\"u-margin-s-bottom\"><br data-mce-bogus=\"1\"></div><div class=\"u-margin-s-bottom\">The surficial sediments are predominantly sand with mean grain sizes ranging from 0.40 to 2.89∅. Mud and gravel are the mappable components of the surficial sediments. Muds are distributed along a N-S-trending band seaward of the shoreface. Gravels are mapped farther offshore in 18–22 m of water.</div><div class=\"u-margin-s-bottom\"><br data-mce-bogus=\"1\"></div><div class=\"u-margin-s-bottom\">Four distinct seismic units are identified from seismic reflection profiles. The lowermost unit, T1, exhibits high-angle clinoforms truncated at the top by a locally prominent near-horizontal reflector. Above this reflector are concordant strata with parallel to subparallel bedding designated as Q2. Incised into Q2 is an extensive channel, Q3, that trends both coast-parallel and coast-normal. The upper unit, Q4, overlaps portions of units Q2 and Q3 along the eastward edges of the study area and is represented in the nearshore by (Holocene inlet?) channeling adjacent to the shoreface. Note that this excludes the modern shelf and “sheet”.</div></div></div></div></div><div id=\"preview-section-introduction\"><br></div>","language":"English","publisher":"Elsevier","doi":"10.1016/0025-3227(89)90118-7","issn":"00253227","usgsCitation":"Kerhin, R., 1989, Non-energy minerals and surficial geology of the continental margin of Maryland: Marine Geology, v. 90, no. 1-2, p. 95-102, https://doi.org/10.1016/0025-3227(89)90118-7.","productDescription":"8 p.","startPage":"95","endPage":"102","numberOfPages":"8","costCenters":[],"links":[{"id":223600,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"90","issue":"1-2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a6741e4b0c8380cd7324b","contributors":{"authors":[{"text":"Kerhin, R.T.","contributorId":38189,"corporation":false,"usgs":true,"family":"Kerhin","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":370890,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1007508,"text":"1007508 - 1989 - Recruitment failure in American avocets and black-necked stilts nesting at Kesterson Reservoir, California, 1984-1985","interactions":[],"lastModifiedDate":"2023-11-24T14:04:27.443873","indexId":"1007508","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1318,"text":"Condor","active":true,"publicationSubtype":{"id":10}},"title":"Recruitment failure in American avocets and black-necked stilts nesting at Kesterson Reservoir, California, 1984-1985","docAbstract":"<p class=\"chapter-para\">We evaluated recruitment by American Avocets (<i>Recurvirostra americana</i>) and Black-necked Stilts (<i>Himantopus mexicanus</i>) in 1984 and 1985 at the selenium-contaminated Kesterson Reservoir and at a nearby reference site, the Volta Wildlife Area, both in western Merced County, California. Nests were monitored to determine their outcomes, including hatching success, and broods were censused three times per week during the breeding season. Chicks were counted and broods classified according to age. Although large numbers of chicks were presumed to have hatched at Kesterson, only one chick older than about 2 weeks of age was observed there during the 2-year study. It is unlikely that chicks of either species survived to fledging at Kesterson during the study period, whereas one-month-old or older avocet and stilt broods were seen both years at Volta. Selenium occurred at high concentrations in food-chain organisms only at Kesterson and was the most likely cause of the recruitment failure of stilts and avocets at Kesterson Reservoir.</p>","language":"English","publisher":"Oxford Academic","doi":"10.2307/1368062","usgsCitation":"Williams, M., Hothem, R.L., and Ohlendorf, H.M., 1989, Recruitment failure in American avocets and black-necked stilts nesting at Kesterson Reservoir, California, 1984-1985: Condor, v. 91, p. 797-802, https://doi.org/10.2307/1368062.","productDescription":"6 p.","startPage":"797","endPage":"802","numberOfPages":"6","costCenters":[{"id":651,"text":"Western Ecological Research Center","active":true,"usgs":true}],"links":[{"id":129919,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"91","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db635400","contributors":{"authors":[{"text":"Williams, M.L.","contributorId":48656,"corporation":false,"usgs":true,"family":"Williams","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":315499,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hothem, R. L.","contributorId":82633,"corporation":false,"usgs":true,"family":"Hothem","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":315500,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ohlendorf, H. M.","contributorId":28194,"corporation":false,"usgs":true,"family":"Ohlendorf","given":"H.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":315498,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28399,"text":"wri894064 - 1989 - Flow and hydraulic characteristics of the Knik-Matanuska River estuary, Cook Inlet, southcentral Alaska","interactions":[],"lastModifiedDate":"2023-03-07T22:47:05.452273","indexId":"wri894064","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","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":"89-4064","title":"Flow and hydraulic characteristics of the Knik-Matanuska River estuary, Cook Inlet, southcentral Alaska","docAbstract":"<p>A study of the riverine-estuarine reach of the Knik and Matanuska Rivers provided flow and hydraulic data for use in the design of additional bridges over the rivers. Hydraulic analysis is complicated because: (1) the lower reaches of the rivers merge in a complex system of interconnected channels; and (2) this reach is subject to unsteady flow conditions resulting from a semidiurnal tide wave propagated up the channel through Knik Arm from Cook Inlet, whose tidal range is among the largest in the world. Analysis of flows for the Knik River is further complicated by the historic formation and outburst flooding of glacier-dammed Lake George in the Upper Knik River basin. Peak flows on the Knik River due to breakout floods were as much as seven times greater than peak flows of non-breakout floods. The U.S. Geological Survey 's branch-network flow model was used to simulate flows within the study reach. For the Knik River, simulated flows were within 10% of measured values in most cases. The model was also used to simulate the flow, stage, and velocity that would be expected in the various channels under different bridge configurations.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894064","usgsCitation":"Lipscomb, S.W., 1989, Flow and hydraulic characteristics of the Knik-Matanuska River estuary, Cook Inlet, southcentral Alaska: U.S. Geological Survey Water-Resources Investigations Report 89-4064, Report: v, 52 p.; 1 Plate: 16.06 x 11.01 inches, https://doi.org/10.3133/wri894064.","productDescription":"Report: v, 52 p.; 1 Plate: 16.06 x 11.01 inches","costCenters":[],"links":[{"id":413827,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47178.htm","linkFileType":{"id":5,"text":"html"}},{"id":118928,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4064/report-thumb.jpg"},{"id":57206,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4064/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57205,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4064/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","otherGeospatial":"Cook Inlet, Knik-Matanuska River estuary","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -149.2397,\n              61.5778\n            ],\n            [\n              -149.2397,\n              61.4803\n            ],\n            [\n              -149,\n              61.4803\n            ],\n            [\n              -149,\n              61.5778\n            ],\n            [\n              -149.2397,\n              61.5778\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df594","contributors":{"authors":[{"text":"Lipscomb, S. W.","contributorId":65083,"corporation":false,"usgs":true,"family":"Lipscomb","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199729,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26638,"text":"wri894062 - 1989 - Statistical and simulation analysis of hydraulic-conductivity data for Bear Creek and Melton Valleys, Oak Ridge Reservation, Tennessee","interactions":[],"lastModifiedDate":"2023-04-28T18:52:09.554135","indexId":"wri894062","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","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":"89-4062","title":"Statistical and simulation analysis of hydraulic-conductivity data for Bear Creek and Melton Valleys, Oak Ridge Reservation, Tennessee","docAbstract":"<p>A total of 338 single-well aquifer tests from Bear Creek and Melton Valley, Tennessee were statistically grouped to estimate hydraulic conductivities for the geologic formations in the valleys. A cross-sectional simulation model linked to a regression model was used to further refine the statistical estimates for each of the formations and to improve understanding of ground-water flow in Bear Creek Valley. Median hydraulic-conductivity values were used as initial values in the model. Model-calculated estimates of hydraulic conductivity were generally lower than the statistical estimates. Simulations indicate that (1) the Pumpkin Valley Shale controls groundwater flow between Pine Ridge and Bear Creek; (2) all the recharge on Chestnut Ridge discharges to the Maynardville Limestone; (3) the formations having smaller hydraulic gradients may have a greater tendency for flow along strike; (4) local hydraulic conditions in the Maynardville Limestone cause inaccurate model-calculated estimates of hydraulic conductivity; and (5) the conductivity of deep bedrock neither affects the results of the model nor does it add information on the flow system. Improved model performance would require: (1) more water level data for the Copper Ridge Dolomite; (2) improved estimates of hydraulic conductivity in the Copper Ridge Dolomite and Maynardville Limestone; and (3) more water level data and aquifer tests in deep bedrock.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894062","usgsCitation":"Connell, J.F., and Bailey, Z., 1989, Statistical and simulation analysis of hydraulic-conductivity data for Bear Creek and Melton Valleys, Oak Ridge Reservation, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 89-4062, v, 49 p., https://doi.org/10.3133/wri894062.","productDescription":"v, 49 p.","costCenters":[],"links":[{"id":416520,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47176.htm","linkFileType":{"id":5,"text":"html"}},{"id":55511,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4062/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157861,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4062/report-thumb.jpg"}],"country":"United States","state":"Tennessee","otherGeospatial":"Bear Creek, Melton Valley, Oak Ridge Resevation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -84.4167,\n              36.0319\n            ],\n            [\n              -84.4167,\n              35.9\n            ],\n            [\n              -84.2194,\n              35.9\n            ],\n            [\n              -84.2194,\n              36.0319\n            ],\n            [\n              -84.4167,\n              36.0319\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699c42","contributors":{"authors":[{"text":"Connell, J. F.","contributorId":88779,"corporation":false,"usgs":true,"family":"Connell","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196751,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bailey, Z. C.","contributorId":54587,"corporation":false,"usgs":true,"family":"Bailey","given":"Z. C.","affiliations":[],"preferred":false,"id":196750,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70015465,"text":"70015465 - 1989 - Tidal currents and anticyclonic motions on two North Pacific seamounts","interactions":[],"lastModifiedDate":"2023-09-25T15:27:17.728706","indexId":"70015465","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1369,"text":"Deep Sea Research Part A, Oceanographic Research Papers","active":true,"publicationSubtype":{"id":10}},"title":"Tidal currents and anticyclonic motions on two North Pacific seamounts","docAbstract":"<p><span>Near-bottom currents were measured for several days at three sites on the summits of Fieberling Guyot (32°26′N, 127°46′W) and Horizon Guyot (19°15′N, 160°00′W). Three moorings comprised of two current meters were deployed on each summit; two moorings were deployed on opposite sides of the rim of the summit and one mooring was deployed near the center of the summit. The observed currents were strong, with maximum speeds of 48 and 24 cm s</span><sup>−1</sup><span>&nbsp;on Fieberling and Horizon, respectively. The currents at specific frequencies were enhanced relative to those in the surrounding ocean. Diurnal currents were the dominant component of the current field on Fieberling Guyot. They accounted for 39–68% of the energy and had amplitudes around 12 cm s</span><sup>−1</sup><span>. We suspect that these diurnal currents were waves trapped over the seamount. Semidiurnal internal tidal currents were the strongest currents over Horizon Guyot, with amplitudes around 4 cm s</span><sup>−1</sup><span>. The flow patterns determined in this study seemed to affect the biological and geological characteristics of the seamounts.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0198-0149(89)90113-1","issn":"01980149","usgsCitation":"Genin, A., Noble, M.A., and Lonsdale, P.F., 1989, Tidal currents and anticyclonic motions on two North Pacific seamounts: Deep Sea Research Part A, Oceanographic Research Papers, v. 36, no. 12, p. 1803-1815, https://doi.org/10.1016/0198-0149(89)90113-1.","productDescription":"13 p.","startPage":"1803","endPage":"1815","numberOfPages":"13","costCenters":[],"links":[{"id":223662,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"otherGeospatial":"Fieberling Guyot, Horizon Guyot, Pacific Ocean","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -128.29550984068158,\n              32.74295681813474\n            ],\n            [\n              -128.29550984068158,\n              32.051205012985875\n            ],\n            [\n              -127.25190914424337,\n              32.051205012985875\n            ],\n            [\n              -127.25190914424337,\n              32.74295681813474\n            ],\n            [\n              -128.29550984068158,\n              32.74295681813474\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -160.78988164088338,\n              19.601133438135363\n            ],\n            [\n              -160.78988164088338,\n              18.757764575892793\n            ],\n            [\n              -159.45041545251547,\n              18.757764575892793\n            ],\n            [\n              -159.45041545251547,\n              19.601133438135363\n            ],\n            [\n              -160.78988164088338,\n              19.601133438135363\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"36","issue":"12","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb371e4b08c986b325dad","contributors":{"authors":[{"text":"Genin, Amatzia","contributorId":49833,"corporation":false,"usgs":true,"family":"Genin","given":"Amatzia","email":"","affiliations":[],"preferred":false,"id":371017,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Noble, Marlene A. mnoble@usgs.gov","contributorId":1429,"corporation":false,"usgs":true,"family":"Noble","given":"Marlene","email":"mnoble@usgs.gov","middleInitial":"A.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":371016,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lonsdale, P. F.","contributorId":101258,"corporation":false,"usgs":true,"family":"Lonsdale","given":"P.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":371018,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70015352,"text":"70015352 - 1989 - Pb-Bi-Ag-Cu-(Hg) chemistry of galena and some associated sulfosalts. A review and some new data from Colorado California and Pennsylvania","interactions":[],"lastModifiedDate":"2012-03-12T17:18:54","indexId":"70015352","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1177,"text":"Canadian Mineralogist","active":true,"publicationSubtype":{"id":10}},"title":"Pb-Bi-Ag-Cu-(Hg) chemistry of galena and some associated sulfosalts. A review and some new data from Colorado California and Pennsylvania","docAbstract":"Galena, associated with Pb-Bi-Ag sulfosalts and simple sulfides, contains varied amounts of Ag and Bi in the Dandy vein system, Idarado mine, Ouray, Colorado; the Jackass mine, Darwin District, California; and the Leadville district, Colorado. Silver- and bismuth-bearing galena associated with minor amounts of pyrite, chalcopyrite and sphalerite occur at the Pequea mine, Lancaster County, Pennsylvania. Ag and Bi contents in the Dandy suite of galena range from about 1.4 to 3.4 and 2.5 to 6.5 wt.% respectively, and are comparable or lower in galena from the other localities. Exsolved matildite is present in galena from the Dandy, Jackass and Leadville localities. The presence in significant amounts of both Ag and Bi in a Pb-rich sulfide system is necessary for formation of PbSss (galena solid-solution). If Ag (especially) and Bi (to a lesser extent) are absent, the galena formed will be essentially pure PbS. Some minor Sb may substitute for Bi. Compositional data for all of the galena samples are in agreement with a previously proposed linear relationship between a and Ag-Bi(Sb) content. Matildite and seven additional Pb-Bi-Ag-Cu sulfosalts have been identified from the Dandy vein system, based on electron-microprobe analyses and some X-ray powder-diffraction data.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Canadian Mineralogist","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","issn":"00084476","usgsCitation":"Foord, E.E., and Shawe, D., 1989, Pb-Bi-Ag-Cu-(Hg) chemistry of galena and some associated sulfosalts. A review and some new data from Colorado California and Pennsylvania: Canadian Mineralogist, v. 27 pt 3, p. 363-382.","startPage":"363","endPage":"382","numberOfPages":"20","costCenters":[],"links":[{"id":224251,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"27 pt 3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a75fee4b0c8380cd77e7a","contributors":{"authors":[{"text":"Foord, Eugene E.","contributorId":96319,"corporation":false,"usgs":true,"family":"Foord","given":"Eugene","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":370714,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shawe, Daniel R.","contributorId":91448,"corporation":false,"usgs":true,"family":"Shawe","given":"Daniel R.","affiliations":[],"preferred":false,"id":370713,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70014954,"text":"70014954 - 1989 - On the use of volumetric strain meters to infer additional characteristics of short-period seismic radiation","interactions":[],"lastModifiedDate":"2022-12-23T15:07:14.672976","indexId":"70014954","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1135,"text":"Bulletin of the Seismological Society of America","onlineIssn":"1943-3573","printIssn":"0037-1106","active":true,"publicationSubtype":{"id":10}},"title":"On the use of volumetric strain meters to infer additional characteristics of short-period seismic radiation","docAbstract":"<p>Volumetric strain meters (Sacks-Evertson design) are installed at 15 sites along the San Andreas fault system, to monitor long-term strain changes for earthquake prediction. Deployment of portable broadband, high-resolution digital recorders (GEOS) at several of the sites extends the detection band for volumetric strain to periods shorter than 5 × 10<sup>−2</sup>&nbsp;sec and permits the simultaneous observation of seismic radiation fields using conventional short-period pendulum seismometers. Simultaneous observations establish that the strain detection bandwidth extends from periods greater than 10<sup>7</sup>&nbsp;seconds to periods near 5 × 10<sup>−2</sup>&nbsp;sec with a dynamic range exceeding 140 dB. Measurements of earth-strain noise for the period band, 10<sup>7</sup>&nbsp;to 10<sup>−2</sup>&nbsp;sec, show that ground noise, not instrument noise, currently limits the measurement of strain over a bandwidth of more than eight orders of magnitude in period. Comparison of the short-period portion of earth-strain, noise spectra (20 to 5 × 10<sup>−2</sup>&nbsp;sec) with average spectra determined from pendulum seismometers, suggest that observed noise is predominantly dilatational energy. Recordings of local and regional earthquakes indicate that dilatometers respond to&nbsp;<i>P</i>&nbsp;energy but not direct shear energy and that straingrams can be used to resolve superimposed reflected&nbsp;<i>P</i>&nbsp;and&nbsp;<i>S</i>&nbsp;waves for inference of wave characteristics not permitted by either sensor alone. Simultaneous measurements of incident&nbsp;<i>P</i>- and&nbsp;<i>S</i>-wave amplitudes are used to introduce a technique for single-station estimates of wave field inhomogeneity, free-surface reflection coefficients and local material&nbsp;<i>P</i>&nbsp;velocity. Estimates of these parameters derived for the North Palm Springs earthquake (<i>M<sub>w</sub></i>&nbsp;5.9) respectively for an incident&nbsp;<i>P</i>&nbsp;wave of 29° are −85°, 1.71, 2.9 km/sec, and for an incident&nbsp;<i>S</i>&nbsp;wave of 17° are 79°, 0.85, 2.9 km/sec. The empirical estimates of reflection coefficients are consistent with model estimates derived using an anelastic half-space model with incident inhomogeneous wave fields.</p>","language":"English","publisher":"Seismological Society of America","doi":"10.1785/BSSA0790041006","usgsCitation":"Borcherdt, R., Johnston, M., and Glassmoyer, G., 1989, On the use of volumetric strain meters to infer additional characteristics of short-period seismic radiation: Bulletin of the Seismological Society of America, v. 79, no. 4, p. 1006-1023, https://doi.org/10.1785/BSSA0790041006.","productDescription":"18 p.","startPage":"1006","endPage":"1023","costCenters":[],"links":[{"id":224446,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":410996,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.geoscienceworld.org/ssa/bssa/article/79/4/1006/102376/On-the-use-of-volumetric-strain-meters-to-infer","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","otherGeospatial":"San Andreas fault","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -117.05929446468849,\n              32.60376997299447\n            ],\n            [\n              -114.86587892400937,\n              32.77098244040806\n            ],\n            [\n              -116.16046371102377,\n              34.63186225719362\n            ],\n            [\n              -117.60145794225531,\n              35.163038725559716\n            ],\n            [\n              -119.38853702152267,\n              34.612206558141224\n            ],\n            [\n              -118.64197397327223,\n              33.93831308358432\n            ],\n            [\n              -117.9806490922254,\n              33.59100806529304\n            ],\n            [\n              -117.38448066981135,\n              33.010339896929906\n            ],\n            [\n              -117.05929446468849,\n              32.60376997299447\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"79","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a6e12e4b0c8380cd75491","contributors":{"authors":[{"text":"Borcherdt, R. D. 0000-0002-8668-0849","orcid":"https://orcid.org/0000-0002-8668-0849","contributorId":32165,"corporation":false,"usgs":true,"family":"Borcherdt","given":"R. D.","affiliations":[],"preferred":false,"id":369695,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnston, M.J.S. 0000-0003-4326-8368","orcid":"https://orcid.org/0000-0003-4326-8368","contributorId":104889,"corporation":false,"usgs":true,"family":"Johnston","given":"M.J.S.","affiliations":[],"preferred":false,"id":369697,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Glassmoyer, G.","contributorId":62751,"corporation":false,"usgs":true,"family":"Glassmoyer","given":"G.","email":"","affiliations":[],"preferred":false,"id":369696,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70015012,"text":"70015012 - 1989 - Behaviour of abandoned room and pillar mines in Illinois","interactions":[],"lastModifiedDate":"2012-03-12T17:18:51","indexId":"70015012","displayToPublicDate":"1989-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2058,"text":"International Journal of Mining and Geological Engineering","active":true,"publicationSubtype":{"id":10}},"title":"Behaviour of abandoned room and pillar mines in Illinois","docAbstract":"Little comprehensive information has been reported on the behaviour of room-and-pillar mines. The objective of this paper is to present case data on mine failures in the Illinois basin for use in practice. Presented are results of an ongoing study and details on the site characteristics of cases where sags have developed on the surface. Site data are reported to show the geologic, mining, and sag conditions that existed. Sags mainly develop from pillar, floor, or pillar-floor failure. The character of the sags depends upon the type of mine failure as well as the overburden response. Preliminary results show that the statistical no-risk tributary pressure decreases over 300% as the mine age increases from about 2 to 100 years at a long-term value of approximately 300 psi (2070 kPa). As more information is collected and more analysis is done, the allowable tributary pressure can be determined for different site conditions. A plot is also reported that depicts the relationship of the maximum subsidence to site conditions. It was found that the modified subsidence factor was heavily dependent upon the overburden rock thickness. ?? 1989 Chapman & Hall Ltd.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"International Journal of Mining and Geological Engineering","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisherLocation":"Kluwer Academic Publishers","doi":"10.1007/BF00896592","issn":"02690136","usgsCitation":"Marino, G., and Bauer, R., 1989, Behaviour of abandoned room and pillar mines in Illinois: International Journal of Mining and Geological Engineering, v. 7, no. 4, p. 271-281, https://doi.org/10.1007/BF00896592.","startPage":"271","endPage":"281","numberOfPages":"11","costCenters":[],"links":[{"id":205481,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF00896592"},{"id":224451,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"7","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059f0abe4b0c8380cd4a84a","contributors":{"authors":[{"text":"Marino, G.G.","contributorId":24929,"corporation":false,"usgs":true,"family":"Marino","given":"G.G.","email":"","affiliations":[],"preferred":false,"id":369853,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bauer, R.A.","contributorId":102599,"corporation":false,"usgs":true,"family":"Bauer","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":369854,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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