The relationship between X-ray variability amplitude and black hole mass in active galactic nuclei     

Paul M. O'Neill  Kirpal Nandra  Iossif E. Papadakis  T. J. Turner 《Monthly notices of the Royal Astronomical Society》2005,358(4):1405-1416

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The unresolved hard X-ray background: the missing source population implied by the Chandra and XMM–Newton deep fields     

M. A. Worsley  A. C. Fabian  F. E. Bauer  D. M. Alexander  G. Hasinger  S. Mateos  H. Brunner  W. N. Brandt  D. P. Schneider 《Monthly notices of the Royal Astronomical Society》2005,357(4):1281-1287

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Pressures of Crystallization of Icelandic Magmas   总被引：1，自引：0，他引：1  

Kelley  Daniel F.; Barton  Michael 《Journal of Petrology》2008,49(3):465-492

Iceland lies astride the Mid-Atlantic Ridge and was createdby seafloor spreading that began about 55 Ma. The crust is anomalouslythick (20–40 km), indicating higher melt productivityin the underlying mantle compared with normal ridge segmentsas a result of the presence of a mantle plume or upwelling centeredbeneath the northwestern edge of the Vatnajökull ice sheet.Seismic and volcanic activity is concentrated in 50 km wideneovolcanic or rift zones, which mark the subaerial Mid-AtlanticRidge, and in three flank zones. Geodetic and geophysical studiesprovide evidence for magma chambers located over a range ofdepths (1·5–21 km) in the crust, with shallow magmachambers beneath some volcanic centers (Katla, Grimsvötn,Eyjafjallajökull), and both shallow and deep chambers beneathothers (e.g. Krafla and Askja). We have compiled analyses ofbasalt glass with geochemical characteristics indicating crystallizationof ol–plag–cpx from 28 volcanic centers in the Western,Northern and Eastern rift zones as well as from the SouthernFlank Zone. Pressures of crystallization were calculated forthese glasses, and confirm that Icelandic magmas crystallizeover a wide range of pressures (0·001 to 1 GPa), equivalentto depths of 0–35 km. This range partly reflects crystallizationof melts en route to the surface, probably in dikes and conduits,after they leave intracrustal chambers. We find no evidencefor a shallow chamber beneath Katla, which probably indicatesthat the shallow chamber identified in other studies containssilica-rich magma rather than basalt. There is reasonably goodcorrelation between the depths of deep chambers (> 17 km)and geophysical estimates of Moho depth, indicating that magmaponds at the crust–mantle boundary. Shallow chambers (<7·1 km) are located in the upper crust, and probablyform at a level of neutral buoyancy. There are also discretechambers at intermediate depths (11 km beneath the rift zones),and there is strong evidence for cooling and crystallizing magmabodies or pockets throughout the middle and lower crust thatmight resemble a crystal mush. The results suggest that themiddle and lower crust is relatively hot and porous. It is suggestedthat crustal accretion occurs over a range of depths similarto those in recent models for accretionary processes at mid-oceanridges. The presence of multiple stacked chambers and hot, porouscrust suggests that magma evolution is complex and involvespolybaric crystallization, magma mixing, and assimilation. KEY WORDS: Iceland rift zones; cotectic crystallization; pressure; depth; magma chamber; volcanic glass  相似文献   

滇西点苍山—哀牢山变质岩系锆石SHRIMP定年及其地质意义   总被引：21，自引：14，他引：7  

李宝龙  季建清  付孝悦  龚俊峰  宋彪  庆建春  张臣 《岩石学报》2008,24(10):2322-2330

滇西点苍山和哀牢山主体分别由下元古界苍山群和哀牢山群深变质岩系组成,被认为是前寒武纪结晶基底。选取点苍山的花岗闪长质糜棱岩(DCS-1)和哀牢山元江段黑云母花岗闪长质片麻岩(SM07-1)之中的锆石进行U-Pb SHRIMP定年。样品DCS-1和SM07-1测年结果分别为233±2.6Ma和239.8±2.8Ma。结合前人对滇西地区花岗质岩类所做的研究,揭示滇西地区在三叠纪经历一期在空间上广泛分布的岩浆事件,点苍山花岗质糜棱岩和哀牢山花岗质片麻岩的原岩为三叠纪侵位的花岗岩,其构造环境属于大陆裂谷,反映了滇西地区在三叠纪地壳物质的重新调整,而该变质岩系不是前寒武纪的结晶基底,其变质作用与山体出露地表过程和新生代构造作用有关。  相似文献   

鲁中南隆起区第四纪晚期断裂活动特征   总被引：6，自引：1，他引：6  

王志才  石荣会  晁洪太  陶九庆  韩延宏  逄锦亮  张春华 《海洋地质与第四纪地质》2001,21(4):95-102

根据野外调查，并综合前人的研究资料，对鲁中南地区第四纪晚期断裂活动进行了分析，研究表明，鲁中南隆起区第四纪断裂活动具有时空不均匀性，主要表现为第四纪时期断层活动强度变化和断裂活动的群集性以及第四纪晚期断裂活动段分布的局限性上。对于鲁中南地区而言，活动断层可以分为中更新世中期（500kaBP)至晚更新世初期（90kaBP)活断层和晚更新世中、晚期至全新世早期活断层两类；其中前一类（主要是中更新世断裂）断裂数量较多，分布较为广泛，而晚更新世晚期以来的活动断裂段的数量较少，分布较局限。它们对地震的控制能力不同，前者可控制5．5级左右的地震，而后一类可控制6－7级地震的发生。  相似文献   

Neural Network-Based Active Control for Offshore Platforms     

周亚军  赵德有 《中国海洋工程》2003,17(3)

1 .IntroductionWiththedevelopmentofoceantechnology ,moreandmoreextremelylargeandlongflexibleoff shoreplatformsusedforoilexplorationanddrillingoperationarebuiltinhostileoceanenvironments .Ingeneral,thiskindofplatformsisanonlineardistributedparametersystemanditsnaturalfrequencyfallsclosertothedominantwavefrequencieswiththeincreaseofwaterdepth .Besides ,itsstructureisverycomplexandtheexternalwaveforceontheplatformisuncertain .Thus ,theseplatformsarepronetoexcessivewave inducedoscillationsunderbot…  相似文献   

珠江口海域无机氮和活性磷酸盐含量的时空变化特征   总被引：17，自引：1，他引：17  

黄小平  黄良民 《台湾海峡》2002,21(4):416-421

主要利用1998年在珠江口海域连续同步观测资料，研究该海域无机氮、活性磷酸盐含量和富营养化状况。结果表明，无机氮主要来自四个口门的径流，但深圳湾附近的陆源亦有一定贡献；无机氮的形态主要以硝酸氮为主，而在深圳湾附近海域则以氨氮为主；无机氮含量普遍超过0．30mg/dm^3的我国海水水质标准二类标准值，大部分海域已超过0．50mg/dm^3的四类水质标准值，径流对活性磷酸盐含量的贡献不显著，而深圳湾附近的陆源则有明显的贡献，从珠江口附近由沿岸流和涨潮流带来的活性磷酸盐亦有明显的影响；除深圳湾附近海域活性磷酸盐含量超过0．030mg/dm^3的二类海水水质标准值外，其他海域基本符合0.015mg/dm^3的一类海水水质标准值要求。该海域的N／P值普遍较高，而且北部海域的高于南部海域；最高值超过300，最小值也大小30；该水域的营养盐主要为磷限制。  相似文献   

好氧颗粒污泥系统快速启动试验研究   总被引：2，自引：0，他引：2  

王琳  孙磊  林跃梅 《中国海洋大学学报(自然科学版)》2006,36(2):299-302

采用3组圆柱型SBR反应器进行活性污泥颗粒化培养,接种浓度分别为12 500mg.L-1,4 400mg.L-1和1 800mg.L-1。由于采用逐步缩短沉降时间这一有效措施,系统启动20d后,颗粒污泥初步形成,污泥浓度可达到6 000~8 000mg.L-1,高于普通活性污泥系统,且沉降性能良好,SVI值在50mL.g-1左右。颗粒污泥的平均粒径稳定在0.2~0.25mm。在活性污泥颗粒化的启动试验中,在生物化学条件相同的条件下,逐步缩短沉淀时间可以加快好氧污泥颗粒化系统的启动。  相似文献   

基于活动目录的通用授权管理平台的设计与实现     

唐瑞春  毛健  徐建良  任丽婕 《中国海洋大学学报(自然科学版)》2006,36(6):1013-1018

考虑应用系统中如何安全、高效的进行统一的人员管理及权限管理问题,研究基于微软活动目录构建通用中间件并以WebService方式发布的解决方案。具体内容包括把活动目录作为统一的人员库;构建通用授权管理平台统一管理用户在不同的软件系统中的角色和权限;该管理平台以WebService的方式向其它的应用系统提供接口。文中示例表明该方案切实可行,应用范围广。  相似文献   

Stability of waterfront retaining wall subjected to pseudo-static earthquake forces     

Deepankar Choudhury  Syed Mohd. Ahmad 《Ocean Engineering》2007,34(14-15):1947-1954

Waterfront retaining walls supporting dry backfill are subjected to hydrostatic pressure on upstream face and earth pressure on the downstream face. Under seismic conditions, if such a wall retains a submerged backfill, additional hydrodynamic pressures are generated. This paper pertains to a study in which the effect of earthquakes along with the hydrodynamic pressure including inertial forces on such a retaining wall is observed. The hydrodynamic pressure is calculated using Westergaard's approach, while the earth pressure is calculated using Mononobe-Okabe's pseudo-static analysis. It is observed that when the horizontal seismic acceleration coefficient is increased from 0 to 0.2, there is a 57% decrease in the factor of safety of the retaining wall in sliding mode. For investigating the effect of different parameters, a parametric study is also done. It is observed that if φ is increased from 30° to 35°, there is an increase in the factor of safety in the sliding mode by 20.4%. Similar observations were made for other parameters as well. Comparison of results obtained from the present approach with [Ebeling, R.M., Morrison Jr, E.E., 1992. The seismic design of waterfront retaining structures. US Army Technical Report ITL-92-11. Washington DC] reveal that the factor of safety for static condition (k_h=0), calculated by both the approaches, is 1.60 while for an earthquake with k_h=0.2, they differ by 22.5% due to the consideration of wall inertia in the present study.  相似文献