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121.
Cascadia边缘与天然气水合物共生沉积物中有机质碳、氮同位素组成及意义 总被引:1,自引:1,他引:1
Hydrate Ridge南高点ODP204航次5个站位54个沉积物样品中有机碳C, N同位素组成及C/N比值表明沉积物中的有机质主要来自海洋. 对1245B孔的系统分析表明天然气水合物的发育改变了沉积物中有机碳和氮同位素的成岩演化轨迹, 水合物发育处δ15N值和C/N比值同时变低, 且δ13C值相对较重; 在水合物稳定带内δ15N值的亏损将近2‰. 水合物发育处沉积物中氮含量的增加和δ15N值的亏损, 推断可能与天然气水合物发育处沉积物中细菌(包括古细菌)的固氮作用有关. 沉积物中有机质中碳、氮同位素的分布与沉积环境的变化同步响应, 同时亦反映流体活动的变化. 相似文献
122.
本研究系应用数字地球系统理论于中央山脉保育轴经营管理机制建置 ,并依 IUCN之保育区划设标准 ,作为未来研订中央山脉保育计划之分区准则与数字台湾系统建立之发展模式。数字台湾之观念乃源于数字地球突破传统信息空间、政策经营之多向度信息整合 ,同时考虑克服科技应用与时间效益以及决策兼蓄解决传统资源管理在空间地理与生态艺术上之综合性问题。 相似文献
123.
PROBABLEMAXIMUMFLOODFORDAMSAFETYASSESSMENTC.F.LEE(Formerly,ManagerofGeotechnicalandHydraulicEngineeringDepartment;ManagerofCi... 相似文献
124.
A new deterministic technique for estimating a wavelet suggested by Loewenthal and Jakubowicz requires measurement of both pressure and vertical particle velocity. Through construction of the impedance function a deterministic estimation of the wavelet and the reflectivity can be obtained. This idea is tested for a one-dimensional model. The test is carried out by forming a synthetic seismogram of both pressure and particle velocity and checking the formulas for obtaining the estimated wavelet under noisy conditions. 相似文献
125.
Surging of the southwestern part of the Laurentide Ice Sheet 总被引:1,自引:0,他引:1
LEE CLAYTON JAMES T. TELLER JOHN W. ATTIG 《Boreas: An International Journal of Quaternary Research》1985,14(3):235-241
The southwestern part of the Laurentidc Ice Sheet, in central North America, repeatedly surged during the last part of the Wisconsin Glaciation. Evidence includes the extreme lobation of the ice margin, the gentle slopes of lateral moraines and other marginal features, a radiocarbon chronology indicating extremely rapid marginal advance and retreat, and the abundance of supraglacial flow till. Rapid ice movement was caused by subglacial water and was probably limited to areas of slowly permeable substrate, which slowed the escape of the water. 相似文献
126.
127.
The Hwacheon granulite complex (HGC), occupying the northeasternmargin of the Gyeonggi massif, consists mainly of garnetiferousleucocratic gneiss and leucogranite together with minor kyanitegarnetgneiss, aluminous gneiss, mafic granulite and garnet amphibolite.Mineral assemblages and reaction textures in various rock typesof the HGC document five distinct metamorphic stages: pre- (M1)and peak (M2) granulite-facies metamorphism; lower temperature,high (M3) and low (M4) pressure upper amphibolite-facies metamorphism;and local retrogression (M5) producing andalusite-bearing assemblages.Each metamorphic stage can be integrated to give a compositePT path consisting of two distinct trajectories, characterizedby clockwise PT loops at relatively high and low temperatures,respectively. The first PT trajectory (M1M3) correspondsto a Palaeoproterozoic tectonometamorphic event responsiblefor the formation of the granulite complex at 相似文献
128.
JONATHAN R. LEE JAMES ROSE JAMES B. RIDING BRIAN S. P. MOORLOCK RICHARD J. O. HAMBLIN 《Boreas: An International Journal of Quaternary Research》2002,31(4):345-355
The provenance of the Happisburgh Till and Corton Till of the Corton Formation is investigated using erratic clast lithologies and allochthonous palynomorphs to test whether the long held assumption that they were deposited by ice that originated in Scandinavia is valid. The results show a wide range of lithologies including Carboniferous Limestone and Coal Measures, and Permian Magnesian Limestone that are not found in Scandinavia, and an absence of distinctive Scandinavian material such as rhomb porphyry and larvikite. Lithologies found indicate deposition by an ice sheet which flowed southwards into north-east East Anglia from central and southern Scotland eroding and transporting materials derived from outcrops in these areas and from eastern England and the western margins of the southern North Sea Basin. It is concluded that the long held assumption that the Happisburgh Till and Corton Till of the Corton Formation were deposited by a Scandinavian ice sheet is erroneous and that they were instead deposited by Scottish ice. 相似文献
129.
LEE Byung-SuDepartment of Earth Science Education Chonbuk National University Jeonju - Korea Zhu Xiling 《《地质学报》英文版》2002,76(2):155-165
This paper presents a conodont biostratigraphic study on the Upper Cambrian Sesong and Hwajeol Formations in the Sabuk area, Korea. Two samples near the base of the Sesong Slate at the Pukil section contain lower Upper Cambrian conodonts, comprising Furnishina furnishi, F. kranzae, F. pernical, F. triangulate, Hertzina elongata, Laiwugnathus doidyxus?, Phakelodus elongatus, Muellerodus? obliquus, Westergaardodina matsushitai and W. moessebergensis. This is the first conodont record of the Upper Cambrian formations recovered yet in the northern limb of the Paekunsan syncline. The faunal assemblage is correctable with the lower Upper Cambrian W. matsushitai Zone of North China. Four local biozones are recognized in the Hwajeol Formation, i.e. the Proconodontus, Eoconodontus notchpeakensis, Cambrooistodus minutus and Cordylodus proavus Zones in ascending order. This zonal scheme is essentially equivalent to that of the southern limb of the Paekunsan syncline and they are correlatable with zones in other pa 相似文献
130.
An array of 24 strong-motion accelerometers produced records for the New-Lian River Bridge, a five-span continuous bridge, during 25 February 1995 earthquake (weak motion) and 25 June 1995 earthquake (strong motion). This paper describes the application of linear discrete-time system identification methodology to the array of strong-motion measurements, in order to assess seismic response characteristics of the bridge. The structural system identification will concentrate not only on the global identification but also on the local structural system identification. Results of this application show that: (1) weak and strong ground excitation will induce significant differences on the dynamic response of the bridge; (2) linear models provide an excellent fit to the measured motions of the bridge from the records of these two seismic events; (3) the rigid-body rocking of the bridge pier during strong shaking is significant and cannot be ignored during identification; (4) the transverse motion at mid-span of the bridge is controlled by the quasi-static response from the boundary system and this phenomenon is quite significant during strong ground excitation. Also, systematic estimates of modal damping ratio and equivalent assessments of pier stiffness developed in the bridge during earthquake are discussed. © 1997 by John Wiley & Sons, Ltd. 相似文献