{"pageNumber":"1369","pageRowStart":"34200","pageSize":"25","recordCount":40893,"records":[{"id":70018290,"text":"70018290 - 1993 - The Solubility and Stabilization of Ikaite (CaCO3·6H2O) from 0° to 25°C: Environmental and Paleoclimatic Implications for Thinolite Tufa","interactions":[],"lastModifiedDate":"2024-03-14T00:17:07.810219","indexId":"70018290","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2309,"text":"Journal of Geology","active":true,"publicationSubtype":{"id":10}},"title":"The Solubility and Stabilization of Ikaite (CaCO3·6H2O) from 0° to 25°C: Environmental and Paleoclimatic Implications for Thinolite Tufa","docAbstract":"<div class=\"col-lg-9 article__content\"><div class=\"article__body show-references \"><div class=\"hlFld-Abstract\"><div class=\"abstractSection abstractInFull\"><p>We determined the solubility of ikaite from 0° to 25°C to model its saturation state in natural waters and test the hypothesis that it is the precursor of the calcite pseudomorphs in thinolite tufa of Quaternary Lake Lahontan. Reversible solubility at buffered $P_{CO_{2}}$ yields the following expression for the dissolution constant of ikaite: $log K_{ikaite} = 0.15981 - 2011.1/T$. Where $T = ^{\\circ}K$, and $0^{\\circ}C \\leq t \\leq 25^{\\circ}C$. Derived standard state properties are $\\Delta G_{ikaite}^{\\circ} = -2541.9 kJmol^{-1} \\pm 0.66; \\Delta H_{ikaite}^{\\circ} = -2973.4 kJmol^{-1} \\pm 1.02; S_{ikaite}^{\\circ} = 306.6 JT^{-1}mol^{-1} \\pm 1.2$. Modeling shows that ikaite is undersaturated at all temperatures in seawater and in alkaline lakes, but that it rapidly approaches saturation near 0°C. Its precipitation in near-freezing marine sediments requires large additions of $HCO_{3}$ to pore fluids from the diagenetic decomposition of organic matter. Its crystallization in tufas of alkaline lakes, however, requires only small additions of Ca from springs. Simple kinetic experiments show that ikaite is stabilized in natural environments by orthophosphate, which prevents the crystallization of the more stable anhydrous forms of $CaCO_{3}$ but does not interact with the ikaite. Therefore, the presence of ikaite or its pseudomorphs is an indicator of near-freezing conditions in environments with high concentrations of orthophosphate. If ikaite is the precursor of thinolite tufa, then the thinolite likely grew below the sediment-water interface at the site of sublacustrine springs during prolonged cold periods.</p></div></div></div></div>","language":"English","publisher":"University of Chicago Press","doi":"10.1086/648194","issn":"00221376","usgsCitation":"Bischoff, J.L., Fitzpatrick, J.A., and Rosenbauer, R.J., 1993, The Solubility and Stabilization of Ikaite (CaCO3·6H2O) from 0° to 25°C: Environmental and Paleoclimatic Implications for Thinolite Tufa: Journal of Geology, v. 101, no. 1, p. 21-33, https://doi.org/10.1086/648194.","productDescription":"13 p.","startPage":"21","endPage":"33","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":227242,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"101","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb03fe4b08c986b324d20","contributors":{"authors":[{"text":"Bischoff, James L. jbischoff@usgs.gov","contributorId":1389,"corporation":false,"usgs":true,"family":"Bischoff","given":"James","email":"jbischoff@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":379126,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fitzpatrick, John A. 0000-0001-6738-7180 jfitzpat@usgs.gov","orcid":"https://orcid.org/0000-0001-6738-7180","contributorId":3719,"corporation":false,"usgs":true,"family":"Fitzpatrick","given":"John","email":"jfitzpat@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":false,"id":379128,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rosenbauer, Robert J. brosenbauer@usgs.gov","contributorId":204,"corporation":false,"usgs":true,"family":"Rosenbauer","given":"Robert","email":"brosenbauer@usgs.gov","middleInitial":"J.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":379127,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70018272,"text":"70018272 - 1993 - Alternative solution model for the ternary carbonate system CaCO3 - MgCO3 - FeCO3 - II. Calibration of a combined ordering model and mixing model","interactions":[],"lastModifiedDate":"2012-03-12T17:19:11","indexId":"70018272","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3066,"text":"Physics and Chemistry of Minerals","active":true,"publicationSubtype":{"id":10}},"title":"Alternative solution model for the ternary carbonate system CaCO3 - MgCO3 - FeCO3 - II. Calibration of a combined ordering model and mixing model","docAbstract":"Earlier attempts at solution models for the ternary carbonate system have been unable to adequately accommodate the cation ordering which occurs in some of the carbonate phases. The carbonate solution model of this study combines a Margules type of interaction model with a Bragg-Williams type of ordering model. The ordering model determines the equilibrium state of order for a crystal, from which the cation distribution within the lattice can be obtained. The interaction model addresses the effect that mixing different cation species within a given cation layer has on the total free energy of the system. An ordering model was derived, based on the Bragg-Williams approach; it is applicable to ternary systems involving three cations substituting on two sites, and contains three ordering energy parameters (WCaMg, WCaFe, and WCaMgFe). The solution model of this study involves six Margules-type interaction parameters (W12, W21, W13, W31, W23, and W32). Values for the two sets of energy parameters were calculated from experimental data and from compositional relationships in natural assemblages. ?? 1993 Springer-Verlag.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Physics and Chemistry of Minerals","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisherLocation":"Springer-Verlag","doi":"10.1007/BF00202249","issn":"03421791","usgsCitation":"McSwiggen, P., 1993, Alternative solution model for the ternary carbonate system CaCO3 - MgCO3 - FeCO3 - II. Calibration of a combined ordering model and mixing model: Physics and Chemistry of Minerals, v. 20, no. 1, p. 42-55, https://doi.org/10.1007/BF00202249.","startPage":"42","endPage":"55","numberOfPages":"14","costCenters":[],"links":[{"id":205832,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF00202249"},{"id":227018,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"20","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e980e4b0c8380cd48317","contributors":{"authors":[{"text":"McSwiggen, P.L.","contributorId":61970,"corporation":false,"usgs":true,"family":"McSwiggen","given":"P.L.","email":"","affiliations":[],"preferred":false,"id":379064,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70186736,"text":"70186736 - 1993 - Intensity and duration of chemical weathering: An example from soil clays of the southeastern Koolau Mountains, Oahu, Hawaii","interactions":[],"lastModifiedDate":"2017-04-07T16:13:26","indexId":"70186736","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3459,"text":"Special Paper of the Geological Society of America","active":true,"publicationSubtype":{"id":10}},"title":"Intensity and duration of chemical weathering: An example from soil clays of the southeastern Koolau Mountains, Oahu, Hawaii","docAbstract":"<p id=\"p-2\">Orographic precipitation on the southern flank of the southeastern Koolau Mountains produces a pronounced precipitation gradient. The corresponding gradient in the intensity of the chemical weathering environment provides an opportunity to address the effects of varying chemical weathering intensity on the composition of clay-size weathering products in soils developed on basalt. In addition, little-modified remnants of the constructional surface of the Koolau Volcano, isolated by stream dissection, remain as facets on the southern ends of the parallel ridges of the study area. By comparing clay mineralogy of soils developed on these older geomorphic surfaces with those developed on the younger sharp-crested ridges and steep side slopes, the effects of weathering duration on clay mineralogy can also be addressed.</p><p id=\"p-3\">Soil clays in this part of the Koolau Mountains are mineralogically complex; principal phases include smectite, kaolinite, and halloysite, but pure end member phases are uncommon. Rather, most phases contain some amount of mixed layering. Smectite may contain small (&lt;5%) amounts of randomly interstratified halloysite. Similarly, kaolinite commonly contains a small proportion of halloysite interlayers. A complex halloysitic phase shows evidence of interstratification with both smectite and kaolinite. Nonphyllosilicates found in the clay fraction include gibbsite, goethite, rare quartz, and perhaps cristobalite.</p><p id=\"p-4\">The gradient in precipitation is reflected in soil clay mineralogy by varying proportions of dominantly smectitic, kaolinitic, and halloysitic phases. In regions of relatively low precipitation (&lt;2,000 mm/yr), soils are dominated by the smectitic and halloysitic phases. With increased precipitation (as much as ∼4,000 mm/yr), kaolinitic and halloysitic phases become the dominant clay minerals, and goethite and gibbsite become increasingly abundant.</p><p id=\"p-5\">Older soils developed on geomorphic surfaces representing the original constructional surface of Koolau Volcano are markedly more leached than those from younger landscapes in the same precipitation regime. Although smectite may be present, kaolinite is the dominant phase, and accumulations of Fe and Ti occur in the uppermost soil levels. Enrichment of Zr and Ti in these soils, as compared to concentrations in the original basaltic parent material, indicates that as much as 75% of the parent material has been lost. Thus weathering duration may affect soil clay composition in the same way as weathering intensity.</p><p id=\"p-6\">Because smectite and halloysite are expandable clay minerals, their presence in soils may decrease slope stability and influence the nature of slope processes. Soil avalanches occur on steep slopes throughout the study area, whereas slow-moving landslides appear to be restricted to gentler slopes in drier parts of the study area where smectite is abundant. The clay mineralogy of soils thus appears to influence the nature of slope processes in the southeastern Koolau Mountains.</p>","language":"English","publisher":"Geological Society of America","doi":"10.1130/SPE284-p147","usgsCitation":"Johnsson, M.J., Ellen, S.D., and McKittrick, M.A., 1993, Intensity and duration of chemical weathering: An example from soil clays of the southeastern Koolau Mountains, Oahu, Hawaii: Special Paper of the Geological Society of America, v. 284, p. 147-170, https://doi.org/10.1130/SPE284-p147.","productDescription":"24 p. ","startPage":"147","endPage":"170","costCenters":[],"links":[{"id":339470,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"284","noUsgsAuthors":false,"publicationDate":"1993-01-01","publicationStatus":"PW","scienceBaseUri":"58e8a54ce4b09da6799d63f9","contributors":{"authors":[{"text":"Johnsson, Mark J.","contributorId":58631,"corporation":false,"usgs":true,"family":"Johnsson","given":"Mark","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":690411,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellen, Stephen D.","contributorId":107300,"corporation":false,"usgs":true,"family":"Ellen","given":"Stephen","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":690412,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McKittrick, Mary Anne","contributorId":190699,"corporation":false,"usgs":false,"family":"McKittrick","given":"Mary","email":"","middleInitial":"Anne","affiliations":[],"preferred":false,"id":690413,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70187598,"text":"70187598 - 1993 - Ef­fects of local-scale hydrogeologic features on particle-tracking analysis of ground-water flow at Patchogue, Long Island, N.Y","interactions":[],"lastModifiedDate":"2017-05-09T18:29:10","indexId":"70187598","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Ef­fects of local-scale hydrogeologic features on particle-tracking analysis of ground-water flow at Patchogue, Long Island, N.Y","docAbstract":"<p>No abstract available</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Hydrogeologic investigation, evaluation, and ground water mod­eling","largerWorkSubtype":{"id":15,"text":"Monograph"},"language":"English","publisher":"Water Environment Federation","usgsCitation":"Misut, P., and Feldman, S.M., 1993, Ef­fects of local-scale hydrogeologic features on particle-tracking analysis of ground-water flow at Patchogue, Long Island, N.Y, chap. <i>of</i> Hydrogeologic investigation, evaluation, and ground water mod­eling, p. 193-206.","productDescription":"14 p. ","startPage":"193","endPage":"206","costCenters":[],"links":[{"id":341030,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5912d53ce4b0e541a03d4545","contributors":{"authors":[{"text":"Misut, P.E.","contributorId":59827,"corporation":false,"usgs":true,"family":"Misut","given":"P.E.","email":"","affiliations":[],"preferred":false,"id":694693,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Feldman, S. M.","contributorId":91896,"corporation":false,"usgs":true,"family":"Feldman","given":"S.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":694694,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018327,"text":"70018327 - 1993 - Surface chemistry of ferrihydrite: Part 2. Kinetics of arsenate adsorption and coprecipitation","interactions":[],"lastModifiedDate":"2019-03-04T19:05:12","indexId":"70018327","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","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":"Surface chemistry of ferrihydrite: Part 2. Kinetics of arsenate adsorption and coprecipitation","docAbstract":"<p>The kinetics of As(V) adsorption by ferrihydrite was investigated in coprecipitation and postsynthesis adsorption experiments conducted in the pH range 7.5-9.0. In coprecipitation experiments, As(V) was present in solution during the hydrolysis and precipitation of iron. In adsorption experiments, a period of rapid (&lt;5 min) As(V) uptake from solution was followed by continued uptake for at least eight days, as As(V) diffused to adsorption sites on ferrihydrite surfaces within aggregates of colloidal particles. The time dependence of As(V) adsorption is well described by a general model for diffusion into a sphere if a subset of surface sites located near the exterior of aggregates is assumed to attain adsorptive equilibrium rapidly. The kinetics of As(V) desorption after an increase in pH were also consistent with diffusion as a rate-limiting process. Aging of pure ferrihydrite prior to As(V) adsorption caused a decrease in adsorption sites on the precipitate owing to crystallite growth. In coprecipitation experiments, the initial As(V) uptake was significantly greater than in post-synthesis adsorption experiments, and the rate of uptake was not diffusion limited because As(V) was coordinated by surface sites before crystallite growth and coagulation processes could proceed. After the initial adsorption, As(V) was slowly released from coprecipitates for at least one month, as crystallite growth caused desorption of As(V). Adsorption densities as high as 0.7 mole As(V) per mole of Fe were measured in coprecipitates, in comparison to 0.25 mole As(V) per mole of Fe in post-synthesis adsorption experiments. Despite the high Concentration of As(V) in the precipitates, EXAFS spectroscopy (Waychunas et al., 1993) showed that neither ferric arsenate nor any other As-bearing surface precipitate or solid solution was formed. The high adsorption densities are possible because the ferrihydrite particles are extremely small, approaching the size of small dioctahedral chains at the highest As(V) adsorption density. The results suggest that the solid solution model proposed by Fox (1989, 1992) for control of arsenate and phosphate concentrations in natural waters may be invalid.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0016-7037(93)90568-H","issn":"00167037","usgsCitation":"Fuller, C.C., Dadis, J., and Waychunas, G., 1993, Surface chemistry of ferrihydrite: Part 2. Kinetics of arsenate adsorption and coprecipitation: Geochimica et Cosmochimica Acta, v. 57, no. 10, p. 2271-2282, https://doi.org/10.1016/0016-7037(93)90568-H.","productDescription":"12 p.","startPage":"2271","endPage":"2282","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":227065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"57","issue":"10","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b9f98e4b08c986b31e6d2","contributors":{"authors":[{"text":"Fuller, C. C.","contributorId":29858,"corporation":false,"usgs":true,"family":"Fuller","given":"C.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":379242,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dadis, J.A.","contributorId":75288,"corporation":false,"usgs":true,"family":"Dadis","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":379243,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Waychunas, G.A.","contributorId":90888,"corporation":false,"usgs":true,"family":"Waychunas","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":379244,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70018273,"text":"70018273 - 1993 - Alternative solution model for the ternary carbonate system CaCO3 - MgCO3 - FeCO3 - I. A ternary Bragg-Williams ordering model","interactions":[],"lastModifiedDate":"2012-03-12T17:19:11","indexId":"70018273","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3066,"text":"Physics and Chemistry of Minerals","active":true,"publicationSubtype":{"id":10}},"title":"Alternative solution model for the ternary carbonate system CaCO3 - MgCO3 - FeCO3 - I. A ternary Bragg-Williams ordering model","docAbstract":"The minerals of the ternary carbonate system CaCO3 - MgCO3 - FeCO3 represent a complex series of solid solutions and ordering states. An understanding of those complexities requires a solution model that can both duplicate the subsolidus phase relationships and generate correct values for the activities. Such a solution model must account for the changes in the total energy of the system resulting from a change in the ordering state of the individual constituents. Various ordering models have been applied to binary carbonate systems, but no attempts have previously been made to model the ordering in the ternary system. This study derives a new set of equations that allow for the equilibrium degree of order to be calculated for a system involving three cations mixing on two sites, as in the case of the ternary carbonates. The method is based on the Bragg-Williams approach. From the degree of order, the mole fractions of the three cations in each of the two sites can be determined. Once the site occupancies have been established, a Margules-type mixing model can be used to determine the free energy of mixing in the solid solution and therefore the activities of the various components. ?? 1993 Springer-Verlag.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Physics and Chemistry of Minerals","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisherLocation":"Springer-Verlag","doi":"10.1007/BF00202248","issn":"03421791","usgsCitation":"McSwiggen, P., 1993, Alternative solution model for the ternary carbonate system CaCO3 - MgCO3 - FeCO3 - I. A ternary Bragg-Williams ordering model: Physics and Chemistry of Minerals, v. 20, no. 1, p. 33-41, https://doi.org/10.1007/BF00202248.","startPage":"33","endPage":"41","numberOfPages":"9","costCenters":[],"links":[{"id":205833,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF00202248"},{"id":227019,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"20","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e980e4b0c8380cd48314","contributors":{"authors":[{"text":"McSwiggen, P.L.","contributorId":61970,"corporation":false,"usgs":true,"family":"McSwiggen","given":"P.L.","email":"","affiliations":[],"preferred":false,"id":379065,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018298,"text":"70018298 - 1993 - Multiphase inclusions in plagioclase from anorthosites in the Stillwater Complex, Montana: implications for the origin of the anorthosites","interactions":[],"lastModifiedDate":"2012-03-12T17:19:23","indexId":"70018298","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1336,"text":"Contributions to Mineralogy and Petrology","active":true,"publicationSubtype":{"id":10}},"title":"Multiphase inclusions in plagioclase from anorthosites in the Stillwater Complex, Montana: implications for the origin of the anorthosites","docAbstract":"Multiphase inclusions, consisting of clinopyroxene+ilmenite+apatite, occur within cumulus plagioclase grains from anorthosites in the Stillwater Complex, Montana, and in other rocks from the Middle Banded series of the intrusion. The textures and constant modal mineralogy of the inclusions indicate that they were incorporated in the plagioclase as liquid droplets that later crystallized rather than as solid aggregates. Their unusual assemblage, including a distinctive manganiferous ilmenite and the presence of baddeleyite (ZrO2), indicates formation from an unusual liquid. A process involving silicater liquid immiscibility is proposed, whereby small globules of a liquid enriched in Mg, Fe, Ca, Ti, P, REE, Zr and Mn exsolved from the main liquid that gave rise to the anorthosites, became trapped in the plagioclase, and later crystallized to form the inclusions. The immiscibility could have occurred locally within compositional boundaries around crystallizing plagioclase grains or it could have occurred pervasively throughout the liquid. It is proposed that the two immiscible liquids were analogous, n terms of their melt structures, to immiscible liquid pairs reported in the literature both in experiments and in natural basalts. For the previously reported pairs, immiscibility is between a highly polymerized liquid, typically granitic in composition, and a depolymerized liquid, typically ferrobasaltic in composition. In the case of the anorthosites, the depolymerized liquid is represented by the inclusions, and the other liquid was a highly polymerized aluminosilicate melt with a high normative plagioclase content from which the bulk of the anorthosites crystallized. Crystallization of the anorthosites from this highly polymerized liquid accounts for various distinctive textural and chemical features of the anorthosites compared to other rocks in the Stillwater Complex. A lack of correlation between P contents and chondrite-normalized rare earth element (REE) ratios of plagioclase separates indicates that the amount of apatite in the inclusions is too low to affect the REE signature of the plagioclase separates. Nevertheless, workers should use caution when attempting REE modelling studies of cumulates having low REE contents, because apatite-bearing inclusions can potentially cause problems. ?? 1993 Springer-Verlag.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Contributions to Mineralogy and Petrology","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisherLocation":"Springer-Verlag","doi":"10.1007/BF00307866","issn":"00107999","usgsCitation":"Loferski, P., and Arculus, R., 1993, Multiphase inclusions in plagioclase from anorthosites in the Stillwater Complex, Montana: implications for the origin of the anorthosites: Contributions to Mineralogy and Petrology, v. 114, no. 1, p. 63-78, https://doi.org/10.1007/BF00307866.","startPage":"63","endPage":"78","numberOfPages":"16","costCenters":[],"links":[{"id":205903,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF00307866"},{"id":227374,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"114","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a605ae4b0c8380cd713bd","contributors":{"authors":[{"text":"Loferski, P. J.","contributorId":12841,"corporation":false,"usgs":true,"family":"Loferski","given":"P. J.","affiliations":[],"preferred":false,"id":379153,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Arculus, R.J.","contributorId":35482,"corporation":false,"usgs":true,"family":"Arculus","given":"R.J.","affiliations":[],"preferred":false,"id":379154,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018219,"text":"70018219 - 1993 - Scaling of the critical slip distance for seismic faulting with shear strain in fault zones","interactions":[],"lastModifiedDate":"2017-04-27T17:11:22","indexId":"70018219","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2840,"text":"Nature","active":true,"publicationSubtype":{"id":10}},"title":"Scaling of the critical slip distance for seismic faulting with shear strain in fault zones","docAbstract":"THEORETICAL and experimentally based laws for seismic faulting contain a critical slip distance1-5, Dc, which is the slip over which strength breaks down during earthquake nucleation. On an earthquake-generating fault, this distance plays a key role in determining the rupture nucleation dimension6, the amount of premonitory and post-seismic slip7-10, and the maximum seismic ground acceleration1,11. In laboratory friction experiments, Dc has been related to the size of surface contact junctions2,5,12; thus, the discrepancy between laboratory measurements of Dc (??? 10-5 m) and values obtained from modelling earthquakes (??? 10-2 m) has been attributed to differences in roughness between laboratory surfaces and natural faults5. This interpretation predicts a dependence of Dc on the particle size of fault gouge 2 (breccia and wear material) but not on shear strain. Here we present experimental results showing that Dc scales with shear strain in simulated fault gouge. Our data suggest a new physical interpretation for the critical slip distance, in which Dc is controlled by the thickness of the zone of localized shear strain. As gouge zones of mature faults are commonly 102-103 m thick13-17, whereas laboratory gouge layers are 1-10 mm thick, our data offer an alternative interpretation of the discrepancy between laboratory and field-based estimates of Dc.","language":"English","publisher":"Nature Publishing Group","doi":"10.1038/362618a0","issn":"00280836","usgsCitation":"Marone, C., and Kilgore, B.D., 1993, Scaling of the critical slip distance for seismic faulting with shear strain in fault zones: Nature, v. 362, no. 6421, p. 618-621, https://doi.org/10.1038/362618a0.","productDescription":"4 p.","startPage":"618","endPage":"621","costCenters":[],"links":[{"id":227592,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"362","issue":"6421","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b8718e4b08c986b3162f2","contributors":{"authors":[{"text":"Marone, Chris","contributorId":7426,"corporation":false,"usgs":false,"family":"Marone","given":"Chris","email":"","affiliations":[],"preferred":false,"id":378906,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kilgore, Brian D. 0000-0003-0530-7979 bkilgore@usgs.gov","orcid":"https://orcid.org/0000-0003-0530-7979","contributorId":3887,"corporation":false,"usgs":true,"family":"Kilgore","given":"Brian","email":"bkilgore@usgs.gov","middleInitial":"D.","affiliations":[{"id":234,"text":"Earthquake Hazards Program","active":true,"usgs":true},{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"preferred":true,"id":378907,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018330,"text":"70018330 - 1993 - Particulate matter in pack ice of the Beaufort Gyre","interactions":[],"lastModifiedDate":"2024-05-07T00:07:20.117057","indexId":"70018330","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2328,"text":"Journal of Glaciology","active":true,"publicationSubtype":{"id":10}},"title":"Particulate matter in pack ice of the Beaufort Gyre","docAbstract":"<div class=\"abstract-content\"><div class=\"abstract\" data-abstract-type=\"normal\"><p>Ice observations and sediment samples were collected in the Beaufort Gyre in 1988. Fine sediment occurred in very small patches of turbid ice, as thin spotty surface layers, in mud pellets or in old snowdrifts. The latter were widespread south of 74°N, containing an estimated 22 tonnes of silt and clay km<span class=\"sup\">−2</span>. Average particle concentration in sea ice (40mg l<span class=\"sup\">−1</span>) was much higher than in sea water (0.8 mg l<span class=\"sup\">−1</span>) or in new snow, but the sediment load was significantly smaller and of finer texture compared to that observed in a shelfal source area after a major entrainment event. About 30% of the sediment consisted of small pellets. Mud in pellets has similar texture, clay minerals and organic/inorganic carbon content as dispersed mud. Particle sizes &lt;16μm dominate, sand is less than 1%, compared to as much as 8% in four samples obtained in 1971 and 1972. Organic carbon content is about 2%, illite dominates clay minerals (~50%), and diatoms suggest a shelf sediment source. From the prevalence of wind-reworked surficial deposits, the spotty occurrence of only small patches of turbid ice in old clean ice, and the virtual lack of sand-size material, we assume the sediment had drifted at least 2 years since entrainment and was distant from its source. Assuming one-third of the load is released each year, the estimated deposition rate would equal the measured Holocene rate (~2cm 1000year<span class=\"sup\">−1</span>). Therefore, modern sea-ice rafting represents a substantial fraction of the total Arctic Ocean sediment budget.</p></div></div>","language":"English","publisher":"Cambridge University Press","doi":"10.3189/S0022143000015823","issn":"00221430","usgsCitation":"Reimnitz, E., Barnes, P.W., and Weber, W.S., 1993, Particulate matter in pack ice of the Beaufort Gyre: Journal of Glaciology, v. 39, no. 131, p. 186-198, https://doi.org/10.3189/S0022143000015823.","productDescription":"13 p.","startPage":"186","endPage":"198","numberOfPages":"13","costCenters":[],"links":[{"id":480301,"rank":2,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.3189/s0022143000015823","text":"Publisher Index Page"},{"id":227108,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"39","issue":"131","noUsgsAuthors":false,"publicationDate":"2017-01-20","publicationStatus":"PW","scienceBaseUri":"505a7533e4b0c8380cd77a45","contributors":{"authors":[{"text":"Reimnitz, E.","contributorId":61557,"corporation":false,"usgs":true,"family":"Reimnitz","given":"E.","affiliations":[],"preferred":false,"id":379250,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, P. W.","contributorId":8819,"corporation":false,"usgs":true,"family":"Barnes","given":"P.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":379248,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Weber, W. S.","contributorId":9774,"corporation":false,"usgs":true,"family":"Weber","given":"W.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":379249,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70018333,"text":"70018333 - 1993 - Model for episodic flow of high-pressure water in fault zones before earthquakes","interactions":[],"lastModifiedDate":"2024-01-22T12:56:36.472016","indexId":"70018333","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1796,"text":"Geology","active":true,"publicationSubtype":{"id":10}},"title":"Model for episodic flow of high-pressure water in fault zones before earthquakes","docAbstract":"<div id=\"15575234\" class=\"article-section-wrapper js-article-section js-content-section  \" data-section-parent-id=\"0\"><p>In this model for the evolution of large crustal faults, water that originally came from the country rock saturates the initially highly porous and permeable fault zone. During shearing, the fault zone compacts and water flows back into the country rock, but the flow is arrested by silicate deposition that forms very low permeability seals between the fault zone and the country rock. Because of variations in temperature and mineralogical composition and the complex structure of the fault zone, a three-dimensional network of seals is formed in the fault zone itself; thus, the high-pressure fluid is not evenly distributed. As in deep oil reservoirs, the fluid will be confined to seal-bounded fluid compartments of various sizes and porosity that are not hydraulically connected with each other or with the hydrostatic regime in the country rock. When the seal between two of these compartments is ruptured, an electrical streaming potential will be generated by the sudden movement of fluid from the high-pressure compartment to the low-pressure compartment. When the pore pressure in the two compartments reaches its final equilibrium state, the average effective normal stress across them may be lower than it was initially, and, if the two compartments are large enough, this condition may trigger an earthquake. During an earthquake, many of the remaining seals will be ruptured, and the width of the fault zone will increase by failure of the geometric irregularities on the fault. This newly created, highly porous and permeable, but now wider fault zone will fill with water, and the process described above will be repeated. Thus, the process is an episodic one, with the water moving in and out of the fault zone, and each large earthquake should be preceded by an electrical and/or magnetic signal.</p></div>","language":"English","publisher":"Geological Society of America","doi":"10.1130/0091-7613(1993)021<0303:MFEFOH>2.3.CO;2","issn":"00917613","usgsCitation":"Byerlee, J., 1993, Model for episodic flow of high-pressure water in fault zones before earthquakes: Geology, v. 21, no. 4, p. 303-306, https://doi.org/10.1130/0091-7613(1993)021<0303:MFEFOH>2.3.CO;2.","productDescription":"4 p.","startPage":"303","endPage":"306","numberOfPages":"4","costCenters":[],"links":[{"id":227153,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"21","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a5baae4b0c8380cd6f702","contributors":{"authors":[{"text":"Byerlee, J.","contributorId":105838,"corporation":false,"usgs":true,"family":"Byerlee","given":"J.","affiliations":[],"preferred":false,"id":379258,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018382,"text":"70018382 - 1993 - Factors controlling the geochemical evolution of fumarolic encrustations, Valley of Ten Thousand Smokes, Alaska","interactions":[],"lastModifiedDate":"2012-03-12T17:19:24","indexId":"70018382","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2499,"text":"Journal of Volcanology and Geothermal Research","active":true,"publicationSubtype":{"id":10}},"title":"Factors controlling the geochemical evolution of fumarolic encrustations, Valley of Ten Thousand Smokes, Alaska","docAbstract":"Factor and canonical correlation analysis of geochemical data from eight fossil fumaroles suggest that six major factors controlled the formation and evolution of fumarolic encrustations on the 1912 ash-flow sheet in the Valley of Ten Thousand Smokes (VTTS). The six-factor solution model explains a large proportion (low of 74% for Ni to high of 99% for Si) of the individual element data variance. Although the primary fumarolic deposits have been degraded by secondary alteration reactions and up to 75 years of weathering, the relict encrustations still preserve a signature of vapor-phase element transport. This vapor-phase transport probably occurred as halide or oxyhalide species and was significant for As, Sb and Br. At least three, and possibly four, varied temperature leaching events affected the fumarolic deposits. High-temperature gases/liquids heavily altered the ejecta glass and mineral phases adjacent to the fumarolic conduit. As the fumaroles cooled. Fe-rich acidic condensate leached the ejecta and primary fumarolic deposits and resulted in the subsequent precipitation of Fe-hydroxides and/or Fe-oxides. Low- to ambient-temperature leaching and hydration reactions generated abundant hydrated amorphous phases. Up to 87% of the individual element data variance is apparently controlled by the chemistry of the ejecta on which the relict encrustations are found. This matrix chemistry factor illustrates that the primary fumarolic minerals surrounding the active VTTS vents observed by earlier workers have been effectively removed by the dissolution reactions. Element enrichment factors calculated for the VTTS relict encrustations support the statistical factor interpretations. On the average, the relict encrustations are enriched, relative to visibly unaltered matrix protolith, in As, Br, Cr, Sb, Cu, Ni, Pb, Fe, and LOI (an indirect measure of sample H2O content). ?? 1993.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of Volcanology and Geothermal Research","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","issn":"03770273","usgsCitation":"Kodosky, L., and Keith, T.E., 1993, Factors controlling the geochemical evolution of fumarolic encrustations, Valley of Ten Thousand Smokes, Alaska: Journal of Volcanology and Geothermal Research, v. 55, no. 3-4, p. 185-200.","startPage":"185","endPage":"200","numberOfPages":"16","costCenters":[],"links":[{"id":227247,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"55","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0ebee4b0c8380cd535de","contributors":{"authors":[{"text":"Kodosky, L.G.","contributorId":62767,"corporation":false,"usgs":true,"family":"Kodosky","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":379388,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Keith, T. E. C.","contributorId":11681,"corporation":false,"usgs":true,"family":"Keith","given":"T.","email":"","middleInitial":"E. C.","affiliations":[],"preferred":false,"id":379387,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018385,"text":"70018385 - 1993 - Characterizing the hydrogeologic framework of the Death Valley region, Southern Nevada and California","interactions":[],"lastModifiedDate":"2012-03-12T17:19:24","indexId":"70018385","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Characterizing the hydrogeologic framework of the Death Valley region, Southern Nevada and California","docAbstract":"Three-dimensional (3-D) hydrogeologic modeling of the complex geology of the Death Valley region requires the application of a number of Geoscientific Information System (GSIS) techniques. This study, funded by United States Department of Energy as a part of the Yucca Mountain Project, focuses on an area of approximately 100,000 square kilometers (three degrees of latitude by three degrees of longitude) and extends up to ten kilometers in depth. The geologic conditions are typical of the Basin and Range province; a variety of sedimentary and igneous intrusive and extrusive rocks have been subjected to both compressional and extensional deformation. GSIS techniques allow the synthesis of geologic, hydrologic and climatic information gathered from many sources, including satellite imagery and published maps and cross-sections. Construction of a 3-D hydrogeological model is possible with the combined use of software products available from several vendors, including traditional GIS products and sophisticated contouring, interpolation, visualization, and numerical modeling packages.","largerWorkTitle":"High Level Radioactive Waste Management","conferenceTitle":"Proceedings of the 4th Annual International Conference on High Level Radioactive Waste Management","conferenceDate":"26 April 1993 through 30 April 1993","conferenceLocation":"Las Vegas, NV, USA","language":"English","publisher":"Publ by ASCE","publisherLocation":"New York, NY, United States","isbn":"0872629503","usgsCitation":"Faunt, C., D'Agnese, F., Downey, J.S., and Turner, A.K., 1993, Characterizing the hydrogeologic framework of the Death Valley region, Southern Nevada and California, <i>in</i> High Level Radioactive Waste Management, Las Vegas, NV, USA, 26 April 1993 through 30 April 1993, p. 1193-1199.","startPage":"1193","endPage":"1199","numberOfPages":"7","costCenters":[],"links":[{"id":227294,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059f501e4b0c8380cd4c031","contributors":{"authors":[{"text":"Faunt, Claudia 0000-0001-5659-7529","orcid":"https://orcid.org/0000-0001-5659-7529","contributorId":50674,"corporation":false,"usgs":true,"family":"Faunt","given":"Claudia","affiliations":[],"preferred":false,"id":379394,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"D'Agnese, Frank","contributorId":85343,"corporation":false,"usgs":true,"family":"D'Agnese","given":"Frank","affiliations":[],"preferred":false,"id":379395,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Downey, Joe S.","contributorId":102454,"corporation":false,"usgs":true,"family":"Downey","given":"Joe","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":379396,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Turner, A. Keith","contributorId":39400,"corporation":false,"usgs":true,"family":"Turner","given":"A.","email":"","middleInitial":"Keith","affiliations":[],"preferred":false,"id":379393,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70018334,"text":"70018334 - 1993 - Factors Affecting 14C Ages of Lacustrine Carbonates: Timing and Duration of the Last Highstand Lake in the Lahontan Basin","interactions":[],"lastModifiedDate":"2012-03-12T17:19:24","indexId":"70018334","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3218,"text":"Quaternary Research","active":true,"publicationSubtype":{"id":10}},"title":"Factors Affecting 14C Ages of Lacustrine Carbonates: Timing and Duration of the Last Highstand Lake in the Lahontan Basin","docAbstract":"Two processes contribute to inaccurate 14C age estimates of carbonates precipitated within the Lahontan basin, NevadaCalifornia: low initial 14C/C ratios in lake water (reservoir effect) and addition of modern carbon to calcium carbonate after its precipitation. The mast reliable set of 14C ages on carbonates from elevations > 1310 m in the Pyramid and Walker Lake subbasins indicate that lakes in all seven Lahontan subbasins coalesced ???14,200 14C yr B.P. forming Lake Lahontan. Lake Lahontan achieved its 1330-m highstand elevation by ???13,800 14 C yr B.P. and receded to 1310 m by ???13,700 14C yr B.P. Calculations, based on measured carbonate-accumulation rates, of the amount of time Lake Lahontan exceeded 1310 and 1330 m (500 and 50 yr) are consistent with this chronology. The timing of the Lake Lahontan highstand is of interest because of the linkage of highstand climates with proximity to the polar jet stream. The brevity of the Lahontan highstand is interpreted to indicate that the core of the southern branch of the polar jet stream remained only briefly over the Lahontan basin.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Quaternary Research","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","doi":"10.1006/qres.1993.1020","issn":"00335894","usgsCitation":"Benson, L., 1993, Factors Affecting 14C Ages of Lacustrine Carbonates: Timing and Duration of the Last Highstand Lake in the Lahontan Basin: Quaternary Research, v. 39, no. 2, p. 163-174, https://doi.org/10.1006/qres.1993.1020.","startPage":"163","endPage":"174","numberOfPages":"12","costCenters":[],"links":[{"id":205857,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1006/qres.1993.1020"},{"id":227154,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"39","issue":"2","noUsgsAuthors":false,"publicationDate":"2017-01-20","publicationStatus":"PW","scienceBaseUri":"505a0e92e4b0c8380cd53515","contributors":{"authors":[{"text":"Benson, L.","contributorId":56793,"corporation":false,"usgs":true,"family":"Benson","given":"L.","affiliations":[],"preferred":false,"id":379259,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70187581,"text":"70187581 - 1993 - An earth remote sensing satellite- 1 Synthetic Aperture Radar Mosaic of the Tanana River Basin in Alaska ","interactions":[],"lastModifiedDate":"2017-05-09T13:55:15","indexId":"70187581","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3052,"text":"Photogrammetric Engineering and Remote Sensing","active":true,"publicationSubtype":{"id":10}},"title":"An earth remote sensing satellite- 1 Synthetic Aperture Radar Mosaic of the Tanana River Basin in Alaska ","docAbstract":"<p>Because the pixel location in a line of Synthetic Aperture Radar (SAR) image data is directly related to the distance the pixel is from the radar, terrain elevations cause large displacement errors in the geo-referenced location of the pixel. This is especially true for radar systems with small angles between the nadir and look vectors. Thus, to geo-register a SAR image accurately, the terrain of the area must be taken into account. (Curlander et al., 1987; Kwok et al., 1987, Schreier et al., 1990; Wivell et al., 1992). As part of the 1992 National Aeronautics and Space Administration's Earth Observing System Version 0 activities, a prototype SAR geocod-. ing and terrain correction system was developed at the US. Geological Survey's (USGS) E~os Data Center (EDC) in Sioux Falls, South Dakota. Using this system with 3-arc-second digital elevation models (DEMs) mosaicked at the ED^ Alaska Field Office, 21 ERS-I s.4~ scenes acquired at the Alaska SAR Facility were automatically geocoded, terrain corrected, and mosaicked. The geo-registered scenes were mosaicked using a simple concatenation. </p>","language":"English","publisher":"ASPRS","usgsCitation":"Wivell, C.E., Olmsted, C., Steinwand, D.R., and Taylor, C., 1993, An earth remote sensing satellite- 1 Synthetic Aperture Radar Mosaic of the Tanana River Basin in Alaska : Photogrammetric Engineering and Remote Sensing, v. 59, no. 4, p. 527-528.","productDescription":"2 p.","startPage":"527","endPage":"528","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":341011,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"59","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5912d53de4b0e541a03d454d","contributors":{"authors":[{"text":"Wivell, Charles E.","contributorId":65010,"corporation":false,"usgs":true,"family":"Wivell","given":"Charles","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":694631,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olmsted, Coert","contributorId":191894,"corporation":false,"usgs":false,"family":"Olmsted","given":"Coert","email":"","affiliations":[],"preferred":false,"id":694632,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Steinwand, Daniel R. steinwand@usgs.gov","contributorId":3224,"corporation":false,"usgs":true,"family":"Steinwand","given":"Daniel","email":"steinwand@usgs.gov","middleInitial":"R.","affiliations":[{"id":223,"text":"Earth Resources Observation and Science (EROS) Center (Geography)","active":false,"usgs":true}],"preferred":true,"id":694633,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Taylor, Christopher","contributorId":191895,"corporation":false,"usgs":false,"family":"Taylor","given":"Christopher","email":"","affiliations":[],"preferred":false,"id":694634,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70017915,"text":"70017915 - 1993 - Response of a 42-storey steel-frame building to the Ms = 7.1 Loma Prieta earthquake","interactions":[],"lastModifiedDate":"2023-10-17T16:10:00.194042","indexId":"70017915","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1518,"text":"Engineering Structures","active":true,"publicationSubtype":{"id":10}},"displayTitle":"Response of a 42-storey steel-frame building to the M<sub>s</sub> = 7.1 Loma Prieta earthquake","title":"Response of a 42-storey steel-frame building to the Ms = 7.1 Loma Prieta earthquake","docAbstract":"<p><span>A set of 14 acceleration records was obtained from a 42-storey steel-frame building, the Chevron Building, in San Francisco during the&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-2-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><mtext>M</mtext><msub><mi></mi><mn>s</mn></msub><mtext>= 7.1</mtext></math>\"><span class=\"MJX_Assistive_MathML\">M<sub>s</sub>= 7.1</span></span></span><span>&nbsp;Loma Prieta earthquake of 17 October 1989. Data were analysed using a system identification method based on the discretetime linear filtering, and the least-squares estimation techniques. The results show that the response of the building is dominated by two modes: a translational mode in the weaker (southwest-northeast) principal direction of the building at 0.16 Hz with 5% damping, and a translational-torsional mode along the east-west diagonal of the building's cross-section at 0.20 Hz with 7% damping. There are significant contributions from higher modes at 0.54 Hz, 0.62 Hz, 1.02 Hz and 1.09 Hz. All the modes incorporate some torsion, but the amplitudes of torsional components are small, about 10% of translational amplitudes. Soil-structure interaction influences the vibrations near 1.0 Hz. The contribution of soil-structure interaction to the peak displacements of the building is significant, particularly at lower floors.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0141-0296(93)90059-D","usgsCitation":"Safak, E., 1993, Response of a 42-storey steel-frame building to the Ms = 7.1 Loma Prieta earthquake: Engineering Structures, v. 15, no. 6, p. 403-421, https://doi.org/10.1016/0141-0296(93)90059-D.","productDescription":"19 p.","startPage":"403","endPage":"421","numberOfPages":"19","costCenters":[],"links":[{"id":228491,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","city":"San Francisco","otherGeospatial":"Chevron Building","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -122.40030911026395,\n              37.78930111764765\n            ],\n            [\n              -122.40006144607858,\n              37.789483176048705\n            ],\n            [\n              -122.40046283022482,\n              37.78981227881336\n            ],\n            [\n              -122.40068482596894,\n              37.78961088851446\n            ],\n            [\n              -122.40030911026395,\n              37.78930111764765\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"15","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505aaa25e4b0c8380cd86186","contributors":{"authors":[{"text":"Safak, E.","contributorId":104070,"corporation":false,"usgs":true,"family":"Safak","given":"E.","email":"","affiliations":[],"preferred":false,"id":377908,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70187463,"text":"70187463 - 1993 - Inorganic geochemistry of domed peat in Indonesia and its implication for the origin of mineral matter in coal","interactions":[],"lastModifiedDate":"2017-05-03T18:42:26","indexId":"70187463","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3459,"text":"Special Paper of the Geological Society of America","active":true,"publicationSubtype":{"id":10}},"title":"Inorganic geochemistry of domed peat in Indonesia and its implication for the origin of mineral matter in coal","docAbstract":"<p id=\"p-2\">The inorganic geochemistry of three domed ombrogenous peat deposits in Riau and West Kalimantan provinces, Indonesia, was investigated as a possible modern analogue for certain types of low-ash, low-sulfur coal. Mineral matter entering the deposits is apparently limited to small amounts from the allogenic sources of dryfall, rainfall, and diffusion from substrate pore water. In the low-ash peat in the interior of the deposits, a large portion of the mineral matter is authigenic and has been mobilized and stabilized by hydrological, chemical, and biological processes and conditions.</p><p id=\"p-3\">Ash yield and sulfur content are low through most of the peat deposits and average 1.1% and 0.14%, respectively, on a moisture-free basis. Ash and sulfur contents only exceed 5% and 0.3%, respectively, near the base of the deposits, with maximum concentrations of 19.9% ash and 0.56% sulfur. Peat water in all three deposits has a low pH, about 4 units, and low dissolved cation concentration, averaging 14 ppm. Near the base, in the geographic interior of each peat deposit, pH is about two units higher and dissolved cation concentration averages 110 ppm. Relative concentrations of the inorganic constituents vary, resulting in chemical facies in the peat. In general, Si, Al, and Fe are the abundant inorganic constituents, although Mg, Ca, and Na dominate in the middle horizon in the geographic interior of coastal peat deposits.</p><p id=\"p-4\">The composition of the three deposits reported in this paper indicates that domed ombrogenous peat deposits will result in low ash and sulfur coal, probably less than 10% ash and 1% sulfur, even if marine rocks are laterally and vertically adjacent to the coal.</p>","language":"English","publisher":"Geological Society of America","doi":"10.1130/SPE286-p23","usgsCitation":"Neuzil, S.G., , S., Cecil, C.B., Kane, J.S., and Soedjono, K., 1993, Inorganic geochemistry of domed peat in Indonesia and its implication for the origin of mineral matter in coal: Special Paper of the Geological Society of America, v. 286, p. 23-44, https://doi.org/10.1130/SPE286-p23.","productDescription":"22 p. ","startPage":"23","endPage":"44","costCenters":[],"links":[{"id":340808,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"286","noUsgsAuthors":false,"publicationDate":"1993-01-01","publicationStatus":"PW","scienceBaseUri":"590aec4ce4b0fc4e4492abb5","contributors":{"authors":[{"text":"Neuzil, Sandra G. 0000-0002-2097-9100 sneuzil@usgs.gov","orcid":"https://orcid.org/0000-0002-2097-9100","contributorId":572,"corporation":false,"usgs":true,"family":"Neuzil","given":"Sandra","email":"sneuzil@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":694072,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":" Supardi","contributorId":191737,"corporation":false,"usgs":false,"given":"Supardi","email":"","affiliations":[],"preferred":false,"id":694073,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cecil, C. Blaine 0000-0002-9032-1689","orcid":"https://orcid.org/0000-0002-9032-1689","contributorId":22797,"corporation":false,"usgs":true,"family":"Cecil","given":"C.","email":"","middleInitial":"Blaine","affiliations":[],"preferred":false,"id":694074,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kane, Jean S.","contributorId":22359,"corporation":false,"usgs":true,"family":"Kane","given":"Jean","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":694075,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Soedjono, Kadar","contributorId":191738,"corporation":false,"usgs":false,"family":"Soedjono","given":"Kadar","email":"","affiliations":[],"preferred":false,"id":694076,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70187599,"text":"70187599 - 1993 - Palynostratigraphic correlation of the Fort Union formation (Paleocene) in the Wind River Reservation and Waltman Area, Wind River Basin, Wyoming","interactions":[],"lastModifiedDate":"2017-05-09T18:40:50","indexId":"70187599","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Palynostratigraphic correlation of the Fort Union formation (Paleocene) in the Wind River Reservation and Waltman Area, Wind River Basin, Wyoming","docAbstract":"<p class=\"indent\">Palynologic samples of the Fort Union Formation (Paleocene) were collected from selected composite measured sections and a drill hole in the Wind River Basin. Intervals studied are in outcrop in the Wind River Reservation in the Shotgun Butte area and near Hudson, Wyoming, and in the subsurface in the Muddy Ridge field. Age determinations were made using the palynostratigraphic zonation originally developed near Waltman, Wyoming, in the northeastern part of the basin. Although parts of the zonation have been called into question by other recent work in the basin, only the basal Paleocene biozone (P1) is in need of modification, and the zonation remains an effective tool for age determination and correlation in these rocks. Age control is sparse in parts of some sections studied, mostly because of a dominance of sandstone and conglomerate facies, but palynostratigraphy permits correlation of the study areas with each other and with the Waltman reference section.</p><p class=\"indent\">Palynology supports the following correlations: The lower unnamed member of the Fort Union Formation in the Shotgun Butte area correlates stratigraphically and chronologically with the lower part of the formation in the subsurface at Muddy Ridge field, with a short interval in the Hudson area, and with the lower and middle parts of the unnamed member in the Waltman area. The Shotgun Member correlates chronologically with the coal-bearing upper part of the Fort Union Formation in the subsurface at Muddy Ridge field and with the upper part of the unnamed member and Waltman Shale Member in the Waltman area. These correlations show that significant coal deposits in the subsurface have little or no expression in outcrop because of changes in facies.</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Wyoming Geological Association spe­ cial symposium on oil and gas and other resources of the Wind River basin, Wyoming","largerWorkSubtype":{"id":12,"text":"Conference publication"},"language":"English","publisher":"Wyoming Geological Association","usgsCitation":"Nichols, D.J., and Flores, R.M., 1993, Palynostratigraphic correlation of the Fort Union formation (Paleocene) in the Wind River Reservation and Waltman Area, Wind River Basin, Wyoming, <i>in</i> Wyoming Geological Association spe­ cial symposium on oil and gas and other resources of the Wind River basin, Wyoming, p. 175-189.","productDescription":"15 p. ","startPage":"175","endPage":"189","costCenters":[],"links":[{"id":341032,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":341031,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://archives.datapages.com/data/wga/data/055/055001/175_wga0550175.htm"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5912d53ce4b0e541a03d4543","contributors":{"authors":[{"text":"Nichols, D. J.","contributorId":55466,"corporation":false,"usgs":true,"family":"Nichols","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":694695,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flores, R. M.","contributorId":106899,"corporation":false,"usgs":true,"family":"Flores","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":694696,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70185758,"text":"70185758 - 1993 - Application of borehole geophysics in defining the wellhead protection area for a fractured crystalline bedrock aquifer","interactions":[],"lastModifiedDate":"2017-03-28T16:22:46","indexId":"70185758","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2631,"text":"Log Analyst","active":true,"publicationSubtype":{"id":10}},"title":"Application of borehole geophysics in defining the wellhead protection area for a fractured crystalline bedrock aquifer","docAbstract":"<p><span>Wellbore geophysical techniques were used to characterize fractures and flow in a bedrock aquifer at a site near Blackwater Brook in Dover, New Hampshire. The primary focus ofthis study was the development of a model to assist in evaluating the area surrounding a planned water supply well where contaminants introduced at the land surface might be induced to flow towards a pumping well. Well logs and geophysical surveys used in this study included lithologic logs based on examination of cuttings obtained during drilling; conventional caliper and natural gamma logs; video camera and acoustic televiewer surveys; highresolution vertical flow measurements under ambient conditions and during pumping; and borehole fluid conductivity logs obtained after the borehole fluid was replaced with deionized water. These surveys were used for several applications: 1) to define a conceptual model of aquifer structure to be used in groundwater exploration; 2) to estimate optimum locations for test and observation wells; and 3) to delineate a wellhead protection area (WHPA) for a planned water supply well. Integration of borehole data with surface geophysical and geological mapping data indicated that the study site lies along a northeast-trending intensely fractured contact zone between surface exposures of quartz monzonite and metasedimentary rocks. Four of five bedrock boreholes at the site were estimated to produce more than 150 gallons per minute (gpm) (568 L/min) of water during drilling. Aquifer testing and other investigations indicated that water flowed to the test well along fractures parallel to the northeast-trending contact zone and along other northeast and north-northwest-trending fractures. Statistical plots of fracture strikes showed frequency maxima in the same northeast and north-northwest directions, although additional maxima occurred in other directions. Flowmeter surveys and borehole fluid conductivity logging after fluid replacement were used to identify water-producing zones in the boreholes; fractures associated with inflow into boreholes showed a dominant northeast orientation. Borehole fluid conductivity logging after fluid replacement also gave profiles of such water-quality parameters as fluid electrical conductivity (FEC), pH, temperature, and oxidation-reduction potential, strengthening the interpretation of crossconnection of boreholes by certain fracture zones. The results of this study showed that the application of these borehole geophysical techniques at the Blackwater Brook site led to an improved understanding of such parameters as fracture location, attitude, flow direction and velocity, and water quality; all of which are important in the determination of a WHPA.</span></p>","language":"English","publisher":"Society of Petrophysicists and Well-Log Analysts","usgsCitation":"Vernon, J., Paillet, F., Pedler, W., and Griswold, W., 1993, Application of borehole geophysics in defining the wellhead protection area for a fractured crystalline bedrock aquifer: Log Analyst, v. 34, no. 1, p. 41-57.","productDescription":"1 p.","startPage":"41","endPage":"57","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338504,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":338503,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.onepetro.org/journal-paper/SPWLA-1993-v34n1a3"}],"volume":"34","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58db7639e4b0ee37af29e4ea","contributors":{"authors":[{"text":"Vernon, J.H.","contributorId":189986,"corporation":false,"usgs":false,"family":"Vernon","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":686680,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Paillet, F.L.","contributorId":189369,"corporation":false,"usgs":false,"family":"Paillet","given":"F.L.","email":"","affiliations":[],"preferred":false,"id":686681,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pedler, W.H.","contributorId":26456,"corporation":false,"usgs":true,"family":"Pedler","given":"W.H.","affiliations":[],"preferred":false,"id":686682,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Griswold, W.J.","contributorId":189985,"corporation":false,"usgs":false,"family":"Griswold","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":686683,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70182706,"text":"70182706 - 1993 - Adult survival of Black-legged Kittiwakes <i>Rissa tridactyla</i> in a Pacific colony","interactions":[],"lastModifiedDate":"2017-02-27T13:59:40","indexId":"70182706","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1961,"text":"Ibis","active":true,"publicationSubtype":{"id":10}},"title":"Adult survival of Black-legged Kittiwakes <i>Rissa tridactyla</i> in a Pacific colony","docAbstract":"<p><span>Breeding Black-legged Kittiwakes </span><i>Rissa tridactyla</i><span> survived at a mean annual rate of 0.926 in four years at a colony in Alaska. Survival rates observed in sexed males (0.930) and females (0.937) did not differ significantly. The rate of return among nonbreeding Kittiwakes (0.839) was lower than that of known breeders, presumably because more nonbreeders moved away from the study plots where they were marked. Individual nonbreeders frequented sites up to 5 km apart on the same island, while a few established breeders moved up to 2.5 km between years. Mate retention in breeding Kittiwakes averaged 69% in three years. Among pairs that split, the cause of changing mates was about equally divided between death (46%) and divorce (54%). Average adult life expectancy was estimated at 13.0 years. Combined with annual productivity averaging 0.17 chick per nest, the observed survival was insufficient for maintaining population size. Rather, an irregular decline observed in the study colony since 1981 is consistent with the model of a closed population with little or no recruitment. Compared to their Atlantic counterparts, Pacific Kittiwakes have low productivity and high survival. The question arises whether differences reflect phenotypic plasticity or genetically determined variation in population parameters.</span></p>","language":"English","publisher":"Wiley","doi":"10.1111/j.1474-919X.1993.tb02841.x","usgsCitation":"Hatch, S.A., Roberts, B.D., and Fadely, B.S., 1993, Adult survival of Black-legged Kittiwakes <i>Rissa tridactyla</i> in a Pacific colony: Ibis, v. 135, no. 3, p. 247-254, https://doi.org/10.1111/j.1474-919X.1993.tb02841.x.","productDescription":"8 p.","startPage":"247","endPage":"254","costCenters":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true}],"links":[{"id":336237,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Middleton Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -146.43470764160156,\n              59.380960825646525\n            ],\n            [\n              -146.25720977783203,\n              59.380960825646525\n            ],\n            [\n              -146.25720977783203,\n              59.485716839798464\n            ],\n            [\n              -146.43470764160156,\n              59.485716839798464\n            ],\n            [\n              -146.43470764160156,\n              59.380960825646525\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"135","issue":"3","noUsgsAuthors":false,"publicationDate":"2008-04-03","publicationStatus":"PW","scienceBaseUri":"58b2a5a1e4b01ccd54fca167","contributors":{"authors":[{"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":673376,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Roberts, Bay D.","contributorId":181868,"corporation":false,"usgs":false,"family":"Roberts","given":"Bay","email":"","middleInitial":"D.","affiliations":[{"id":6987,"text":"U.S. Fish and Wildlife Sevice","active":true,"usgs":false}],"preferred":false,"id":673377,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fadely, Brian S.","contributorId":184042,"corporation":false,"usgs":false,"family":"Fadely","given":"Brian","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":673378,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70018046,"text":"70018046 - 1993 - A fortran program for Monte Carlo simulation of oil-field discovery sequences","interactions":[],"lastModifiedDate":"2013-01-21T15:17:57","indexId":"70018046","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1315,"text":"Computers & Geosciences","printIssn":"0098-3004","active":true,"publicationSubtype":{"id":10}},"title":"A fortran program for Monte Carlo simulation of oil-field discovery sequences","docAbstract":"We have developed a program for performing Monte Carlo simulation of oil-field discovery histories. A synthetic parent population of fields is generated as a finite sample from a distribution of specified form. The discovery sequence then is simulated by sampling without replacement from this parent population in accordance with a probabilistic discovery process model. The program computes a chi-squared deviation between synthetic and actual discovery sequences as a function of the parameters of the discovery process model, the number of fields in the parent population, and the distributional parameters of the parent population. The program employs the three-parameter log gamma model for the distribution of field sizes and employs a two-parameter discovery process model, allowing the simulation of a wide range of scenarios. ?? 1993.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Computers and Geosciences","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Elsevier","publisherLocation":"Amsterdam, Netherlands","doi":"10.1016/0098-3004(93)90066-E","issn":"00983004","usgsCitation":"Bohling, G.C., and Davis, J., 1993, A fortran program for Monte Carlo simulation of oil-field discovery sequences: Computers & Geosciences, v. 19, no. 10, p. 1529-1543, https://doi.org/10.1016/0098-3004(93)90066-E.","startPage":"1529","endPage":"1543","numberOfPages":"15","costCenters":[],"links":[{"id":266166,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1016/0098-3004(93)90066-E"},{"id":228788,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"19","issue":"10","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e3e1e4b0c8380cd4628f","contributors":{"authors":[{"text":"Bohling, Geoffrey C.","contributorId":43109,"corporation":false,"usgs":false,"family":"Bohling","given":"Geoffrey","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":378301,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, J.C.","contributorId":72121,"corporation":false,"usgs":true,"family":"Davis","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":378302,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70017831,"text":"70017831 - 1993 - Epiguruk: A late Quaternary environmental record from northwestern Alaska","interactions":[],"lastModifiedDate":"2023-12-26T13:22:56.827933","indexId":"70017831","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1786,"text":"Geological Society of America Bulletin","active":true,"publicationSubtype":{"id":10}},"title":"Epiguruk: A late Quaternary environmental record from northwestern Alaska","docAbstract":"<p>Epiguruk, a prominent bluff along the Kobuk River in northwestern Alaska, exposes a rich depositional record of Quaternary eolian and fluvial sand, with associated loess, paleosols, and periglacial features. Three major complexes of alluvial and eolian deposits are separated by two conspicuous organic-rich paleosols which formed during cool-moist interstadial intervals. Sediments between the two paleosols include eolian, channel, and flood-plain deposits that formed during alluviation of the Kobuk River to a height of about 12 m above the present level. The youngest depositional complex, which overlies the upper paleosol, is divisible into late Wisconsinan and Holocene components and into fluvial-channel, flood-plain, eolian-dune, sand-sheet, loess, and pond facies. Eolian sand from the active Kobuk sand sea overloaded the river during late Wisconsinan time, causing it to alluviate to about 13 m above its modern level. The Holocene record reflects erosion and deposition by a small southern tributary to the Kobuk River, downcutting by the Kobuk River toward its modern level, and subsequent erosion across a meander belt nearly 8 km wide.</p><div id=\"15007965\" class=\"article-section-wrapper js-article-section js-content-section  \" data-section-parent-id=\"0\"><p>Sixty-six radiocarbon ages, many from rooted shrubs, provide a firm chronology for the past 35 k.y. at Epiguruk. The Kobuk River incised to near its present level by about 35 ka, and the upper paleosol began forming near that level about 33 ka, coincident with the Fox termal event of central Alaska. Although higher-standing sandy facies of this paleosol began forming earlier, thick peat beds did not accumulate until about 33 ka at those sites. Late Wisconsinan loess influx and alluviation began about 24 ka, synchronous with the Itkillik II glaciation of the Brooks Range. The river overlapped progressively higher surfaces of the upper paleosol, attaining its maximum height of about 13 m above modern river level between 20 and 19 ka. It downcut about 18.5 ka and subsequently migrated northward. Deposits at the north end of the bluff show that the river had begun building its modern flood plain by 8.6 ka, and it has varied little in elevation since that time.</p></div>","language":"English","publisher":"Geological Society of America","doi":"10.1130/0016-7606(1993)105<0583:EALQER>2.3.CO;2","usgsCitation":"Hamilton, T.D., and Ashley, G., 1993, Epiguruk: A late Quaternary environmental record from northwestern Alaska: Geological Society of America Bulletin, v. 105, no. 5, p. 583-602, https://doi.org/10.1130/0016-7606(1993)105<0583:EALQER>2.3.CO;2.","productDescription":"20 p.","startPage":"583","endPage":"602","numberOfPages":"20","costCenters":[],"links":[{"id":228776,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Alaska","volume":"105","issue":"5","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0a0ae4b0c8380cd5217d","contributors":{"authors":[{"text":"Hamilton, T. D.","contributorId":36921,"corporation":false,"usgs":true,"family":"Hamilton","given":"T.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":377683,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ashley, G.M.","contributorId":99313,"corporation":false,"usgs":true,"family":"Ashley","given":"G.M.","email":"","affiliations":[],"preferred":false,"id":377684,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70017973,"text":"70017973 - 1993 - The susceptibility of rock slopes to earthquake-induced failure","interactions":[],"lastModifiedDate":"2023-11-03T00:24:13.733038","indexId":"70017973","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1115,"text":"Bulletin of the Association of Engineering Geologists","active":true,"publicationSubtype":{"id":10}},"title":"The susceptibility of rock slopes to earthquake-induced failure","docAbstract":"<p>Faulure of rock slopes is a major cause of damage and casualties during moderate and strong earthquakes. This article presents a method for assessing the seismic stability of rock slopes, which can be applied on a regional scale, using data from existing maps, reports, aerial photographs, and reconnaissance-level field observations. The method is based on observed associations between landslide concentrations and slope characteristics in 24 earthquakes that occurred in various parts of the world.&nbsp;</p>","language":"English","publisher":"Association of Engineering Geologists","usgsCitation":"Keefer, D.K., 1993, The susceptibility of rock slopes to earthquake-induced failure: Bulletin of the Association of Engineering Geologists, v. 30, no. 3, p. 353-361.","productDescription":"9.","startPage":"353","endPage":"361","numberOfPages":"9","costCenters":[],"links":[{"id":228544,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"30","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb0dce4b08c986b3250bf","contributors":{"authors":[{"text":"Keefer, D. K.","contributorId":21176,"corporation":false,"usgs":true,"family":"Keefer","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":378073,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018312,"text":"70018312 - 1993 - Seismic response of eccentrically braced tall buildings","interactions":[],"lastModifiedDate":"2013-03-14T19:47:45","indexId":"70018312","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2467,"text":"Journal of Structural Engineering","active":true,"publicationSubtype":{"id":10}},"title":"Seismic response of eccentrically braced tall buildings","docAbstract":"Spectral analysis and system identification techniques are used to analyze a set of acceleration reponse records obtained during the Loma Prieta earthquake from the 47-story, moment-resisting framed and eccentrically braced Embarcadero Building (EMB). The EMB was constructed in 1979 based on the 1976 Uniform Building Code requirements and a design response spectra defined by two levels of earthquake performances. The EMB is in the lower market area of San Francisco, which is of great interest to the engineering community because of the area's soft soil characteristics that amplify ground motions originating at long distances, and because the Embarcadero freeway suffered extensive damage during the earthquake and was razed in 1991. The first modal frequencies of the building at approximately 0.19 Hz (north-south) and 0.16 Hz (east-west) are identified. The torsional response and rocking motions of the building are insignificant. Discontinuity of stiffness and mass at the 40th floor level causes significant response issues above that floor such as excessive drift ratios.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of Structural Engineering","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"ASCE","doi":"10.1061/(ASCE)0733-9445(1993)119:4(1188)","issn":"07339445","usgsCitation":"Çelebi, M., 1993, Seismic response of eccentrically braced tall buildings: Journal of Structural Engineering, v. 119, no. 4, p. 1188-1205, https://doi.org/10.1061/(ASCE)0733-9445(1993)119:4(1188).","startPage":"1188","endPage":"1205","numberOfPages":"18","costCenters":[],"links":[{"id":227553,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":269379,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1061/(ASCE)0733-9445(1993)119:4(1188)"}],"volume":"119","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b8b5ae4b08c986b317785","contributors":{"authors":[{"text":"Çelebi, Mehmet 0000-0002-4769-7357 celebi@usgs.gov","orcid":"https://orcid.org/0000-0002-4769-7357","contributorId":3205,"corporation":false,"usgs":true,"family":"Çelebi","given":"Mehmet","email":"celebi@usgs.gov","affiliations":[{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"preferred":false,"id":379195,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018260,"text":"70018260 - 1993 - Estimation of undiscovered deposits in quantitative mineral resource assessments-examples from Venezuela and Puerto Rico","interactions":[],"lastModifiedDate":"2012-03-12T17:19:27","indexId":"70018260","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2879,"text":"Nonrenewable Resources","active":true,"publicationSubtype":{"id":10}},"title":"Estimation of undiscovered deposits in quantitative mineral resource assessments-examples from Venezuela and Puerto Rico","docAbstract":"Quantitative mineral resource assessments used by the United States Geological Survey are based on deposit models. These assessments consist of three parts: (1) selecting appropriate deposit models and delineating on maps areas permissive for each type of deposit; (2) constructing a grade-tonnage model for each deposit model; and (3) estimating the number of undiscovered deposits of each type. In this article, I focus on the estimation of undiscovered deposits using two methods: the deposit density method and the target counting method. In the deposit density method, estimates are made by analogy with well-explored areas that are geologically similar to the study area and that contain a known density of deposits per unit area. The deposit density method is useful for regions where there is little or no data. This method was used to estimate undiscovered low-sulfide gold-quartz vein deposits in Venezuela. Estimates can also be made by counting targets such as mineral occurrences, geophysical or geochemical anomalies, or exploration \"plays\" and by assigning to each target a probability that it represents an undiscovered deposit that is a member of the grade-tonnage distribution. This method is useful in areas where detailed geological, geophysical, geochemical, and mineral occurrence data exist. Using this method, porphyry copper-gold deposits were estimated in Puerto Rico. ?? 1993 Oxford University Press.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Nonrenewable Resources","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisherLocation":"Kluwer Academic Publishers","doi":"10.1007/BF02272805","issn":"09611444","usgsCitation":"Cox, D.P., 1993, Estimation of undiscovered deposits in quantitative mineral resource assessments-examples from Venezuela and Puerto Rico: Nonrenewable Resources, v. 2, no. 2, p. 82-91, https://doi.org/10.1007/BF02272805.","startPage":"82","endPage":"91","numberOfPages":"10","costCenters":[],"links":[{"id":205942,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF02272805"},{"id":227551,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"2","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0bbce4b0c8380cd5285a","contributors":{"authors":[{"text":"Cox, D. P.","contributorId":82689,"corporation":false,"usgs":true,"family":"Cox","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":379036,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018261,"text":"70018261 - 1993 - Basic concepts in three-part quantitative assessments of undiscovered mineral resources","interactions":[],"lastModifiedDate":"2012-03-12T17:19:27","indexId":"70018261","displayToPublicDate":"1993-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2879,"text":"Nonrenewable Resources","active":true,"publicationSubtype":{"id":10}},"title":"Basic concepts in three-part quantitative assessments of undiscovered mineral resources","docAbstract":"Since 1975, mineral resource assessments have been made for over 27 areas covering 5??106 km2 at various scales using what is now called the three-part form of quantitative assessment. In these assessments, (1) areas are delineated according to the types of deposits permitted by the geology,(2) the amount of metal and some ore characteristics are estimated using grade and tonnage models, and (3) the number of undiscovered deposits of each type is estimated. Permissive boundaries are drawn for one or more deposit types such that the probability of a deposit lying outside the boundary is negligible, that is, less than 1 in 100,000 to 1,000,000. Grade and tonnage models combined with estimates of the number of deposits are the fundamental means of translating geologists' resource assessments into a language that economists can use. Estimates of the number of deposits explicitly represent the probability (or degree of belief) that some fixed but unknown number of undiscovered deposits exist in the delineated tracts. Estimates are by deposit type and must be consistent with the grade and tonnage model. Other guidelines for these estimates include (1) frequency of deposits from well-explored areas, (2) local deposit extrapolations, (3) counting and assigning probabilities to anomalies and occurrences, (4) process constraints, (5) relative frequencies of related deposit types, and (6) area spatial limits. In most cases, estimates are made subjectively, as they are in meteorology, gambling, and geologic interpretations. In three-part assessments, the estimates are internally consistent because delineated tracts are consistent with descriptive models, grade and tonnage models are consistent with descriptive models, as well as with known deposits in the area, and estimates of number of deposits are consistent with grade and tonnage models. All available information is used in the assessment, and uncertainty is explicitly represented. ?? 1993 Oxford University Press.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Nonrenewable Resources","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisherLocation":"Kluwer Academic Publishers","doi":"10.1007/BF02272804","issn":"09611444","usgsCitation":"Singer, D., 1993, Basic concepts in three-part quantitative assessments of undiscovered mineral resources: Nonrenewable Resources, v. 2, no. 2, p. 69-81, https://doi.org/10.1007/BF02272804.","startPage":"69","endPage":"81","numberOfPages":"13","costCenters":[],"links":[{"id":205943,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF02272804"},{"id":227552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"2","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059efe1e4b0c8380cd4a4d2","contributors":{"authors":[{"text":"Singer, D.A.","contributorId":69128,"corporation":false,"usgs":true,"family":"Singer","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":379037,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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