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21.
川东北地区发育上三叠统须家河组须四段和下侏罗统自流井组珍珠冲段两套陆相砾岩储层。根据对岩心、测井、岩石薄片、物性等多种资料的深入研究,认为两类砾岩分别发育于高位冲积扇和低位扇三角洲体系中,西部须家河组以钙质砾岩为主,胶结作用为方解石胶结,发育裂缝型储层; 东部须家河组和整个珍珠冲段以石英质砾为主,硅质砾及火山岩砾次之,主要为粘土矿物胶结和硅质胶结,发育孔隙-裂缝型储层,两类砾岩邻近烃源岩,具备良好的生储盖条件,是有利的勘探目标。 相似文献
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象山港航道冲淤变化初步分析 总被引：1，自引：1，他引：1
利用象山港海湾不同年份的水深地形资料,运用GIS技术采用航道轴线剖面水深地形叠加对比和海床平面冲淤计算相结合的方法,应用以往水文泥沙等资料综合分析象山港航道区域的冲淤变化。结果表明40a来象山港航道区域总体冲淤基本平衡,大致以双德山附近海域为界,以东牛鼻山浅段和西屿山-双德山深段两区段以微淤为主,平均厚度分别为0.08~0.24m和0.51~0.58m,并具有缓慢淤积的趋势;以西的浅段和深段则以微冲为主,平均厚度为0.32~0.62m,并具有轻微冲刷的趋势。 相似文献
23.
Comparison of historical and of post-seismic triangulation data is used to model vertical crustal movements in the vicinity of the Kapareli Fault (or the Alkynonides earthquakes North Fault), one of the two antithetic normal faults which reactivated during the 1981, Gulf of Corinth (Ms = 6.7) earthquakes. This fault is characterized by a much smaller geomorphological signature than the South (or Perachora) fault of the same seismic sequence. Analysis of geodetic data on the basis of polynomial filtering and elastic dislocation modelling, as well as analysis of structural and coastal change data permits us to conclude that the upper bound in the uncertainty level of most of the available elevation changes is 20–30 cm, usually lower than the corresponding dislocation signal. In addition, the available geodetic data have a systematic pattern and are consistent with structural data. For this reason they permit more precise constraints on the geometry and the role of the Kapareli Fault (or the Alkyonides earthquakes North Fault): its total length is estimated about 17 km, about 50% longer than its surface trace; about 30–40 cm subsidence of its hanging wall, as well as at least 15 cm maximum uplift of its footwall is also inferred. This new evidence suggests that although in the long-term the Kapareli fault may represent a rather secondary, antithetic fault to the Alkyonides earthquakes South (Perachora) fault, during the 1981 earthquakes it probably had a more important structural role. 相似文献
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Finite element modelling has been used to simulate the development of segment structures, deformed layer segments separated by veins, such as boudins, mullions, and bone-boudins. A parameter sensitivity analysis is used to compare the influence of the nature of the flow, the relative viscosities of veins in necks and the host rock, and the initial geometry of the layer segments. Parameter fields have been determined for the relative viscosity of veins and layers, and the kinematic vorticity number of flow. Reworked segment structures can have several shapes such as bone-, bulging, shortened bone-boudins and their asymmetric equivalents such as domino- and shearband-boudin geometry. The model for asymmetric reworked segment structures is applied to such features from the Lower Ugab Metaturbidites in NW Namibia. The model suggests that these structures form where the neck veins are stronger than the boudinaged layer, with a significant simple shear component of the bulk flow. The quartz filled necks in the Lower Ugab are therefore stronger than the quartz-rich wall rock in greenschist facies where the progressive deformation occurred. Bone-boudins are usually interpreted to form in transpressional flow, but simulations of the rotation of tension gashes show that they can also form in simple shear or slightly transtensional shear flow. 相似文献
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