从近年来我国地层学的可喜进展谈地层学方法论

“乐平统”作为国际二叠系年代地层系统的最上一个统的全球对比标准 ,是我国学者金玉研究员为首的研究集体多年艰辛研究的结果 ;几乎同时 ,以陈旭研究员为首的科研集体以详尽的资料和全面系统的工作 ,在我国浙江黄泥塘剖面建立了中奥陶统达瑞威尔阶的全球层型剖面点——中国第一个“金钉子”剖面。这两项成就 ,是我国学者在上一世纪对地层学的显著贡献之一 ,从他们精雕细刻的剖面资料和详尽系统的研究成果中 ,可以研读出对“地层时代对比”这一博大精深的理论课题的工作方法 ,由此而诱发出对地层学方法论的探讨 ,从而对某些下结论还为时过早的问题进行必要的评述。     

基于投影域数据恢复的低剂量CT稀疏角度重建

针对目前CT的X射线电离辐射危害,提出了一种基于低剂量CT投影数据进行稀疏角度重建的方法来降低辐射剂量。本方法首先对低剂量CT的投影数据采用惩罚加权最小二乘(PWLS)方法进行去噪处理,然后对去噪后的投影数据进行稀疏角度的CT图像重建。对Shepp-Logan模体仿真实验及真实实验数据重建结果表明:本文提出的基于低剂量CT的稀疏重建方法可有效地抑制重建图像噪声和条形伪影,实现稀疏角度的低剂量CT图像重建。     

东海陆架盆地伸展率和压缩率及构造跃迁

东海陆架盆地位于欧亚板块的东南缘和西太平洋活动大陆边缘,本文选取了东海陆架盆地主要凹陷的17条地震剖面,采用平衡剖面技术,计算了主要凹陷新生代不同演化阶段的伸展率和压缩率。分析表明,东海陆架盆地构造演化总体由西向东跃迁。晚白垩世至晚古新世东海陆架盆地裂陷中心在西部坳陷带,始新世东迁至东部坳陷带,上新世东迁至东海陆架盆地东侧的冲绳海槽盆地。古新世中后期东海陆架盆地西部坳陷带北侧昆山凹陷反转;中新世东部坳陷带的西湖凹陷反转。东海陆架盆地西部坳陷带与东部坳陷带构造演化不同,证明了东海陆架盆地的东西分带。西部坳陷带北部的长江坳陷和南部的台北坳陷构造演化不同,东部坳陷带北部的西湖凹陷和南部的钓北凹陷构造演化不同,证明了东海陆架盆地的南北分块。     

小刺豆荚软珊瑚化学成分研究

对采自南海南沙群岛永暑礁水域的小刺豆荚软珊瑚Lobophytummicrospiculatum的化学成分进行了研究,分离出7个化合物。其中化合物1为新的神经酰胺,命名为小刺酰胺。化合物3为22－表－孕马烷甾醇,首次从软珊瑚中分离到。     

基于军民融合视角的我国海岛管理研究

海岛是捍卫国家权益、保障国防安全的战略前沿。在我国海权建设和军民融合建设的大背景下,面对我国海岛治理"赤字",探究海岛管理与军民融合制度之间的关系显得尤为重要。文章通过对我国海岛管理军民融合内涵及意义的分析,在对其发展历程和现状进行充分了解的基础上,着重剖析了海岛管理军民融合所面临的挑战,试图探索建立与丰富海岛管理制度,切实推进习近平强军思想落地生根。     

不同湍流模型在波浪水槽数值模拟中的 应用与比较

为了研究不同湍流模型在建立数值水槽中的适用性,选用计算流体力学软件,采用S-A、标准的k-着及RNG k-着 等8种不同的湍流模型对水槽中的波浪进行了数值模拟,通过对比得到：RNG k-着模型不仅具有较高的精度,而且又节省计 算资源,较其它模型更具优势。     

截水帷幕技术在元宝山露天煤矿的应用与效果评价

内蒙古元宝山露天煤矿是国内外罕见的特大富水型露天煤矿,为解决多年疏干排水造成的生产成本高和环保风险大等问题,拟采用截水帷幕技术对矿坑渗流补给通道进行帷幕截流。通过分析矿坑水文地质和工程地质条件,提出弧形半封闭落底式帷幕与群井疏干水力帷幕相结合的地下水控制方式,采用防渗膜垂向隐蔽叠覆铺设与抗渗混凝土充填工艺,在矿坑高程+452 m平盘开展帷幕试验研究,建造一座平面长度1 369 m、平均深度29 m、有效厚度大于0.8 m、底部嵌入基岩面3 m的截水帷幕。试验研究过程中,确定了元宝山露天矿的截水帷幕工艺,获得其单幅槽段开挖长度(14 m)、护壁泥浆密度(1.05~1.25 g/cm3)和防渗膜叠覆宽度(1 m)等主要技术参数,提出防渗膜水下磁吸式连接技术,通过加装磁条,利用阴阳磁吸原理实现防渗膜叠覆处的水下自粘连。试验工程结束后,通过取心验证、流场分析和流量变化等方法检验帷幕墙的质量和截水效果。结果表明:混凝土浇筑充填连续、密实;墙体内外水位差已达15 m以上;盲沟补给流量消失,截水效果显著。试验研究证实截水帷幕技术适用于元宝山露天煤矿,为后续工程开展提供了关键技术参数,完善了我国露天煤矿截水帷幕技术体系。      

Implications of the Precambrian Non-stromatolitic Carbonate Succession Making up the Third Member of Mesoproterozoic Gaoyuzhuang Formation in Yanshan Area of North China

A particular non-stromatolitic carbonate succession making up the third member of the Mesoproterozoic Gaoyuzhuang (高于庄) Formation might demonstrate that a stromatolite decline of the Mesoproterozoic occurring at ca. 1 450 Ma besides other three events of the Proterozoic,respectively,occurred at ca. 2 000 Ma,ca. 1 000 Ma,and ca. 675 Ma. The forming duration of this non-stromatolitic carbonate succession can be generally correlative to that of a similar depositional succession in North America,i.e. a non-stromatolitic carbonate succession made up by the Helena Formation of the Belt Supergroup,which suggests that the stromatolite decline occurring at ca. 1 450 Ma may be a global event. This information endows the non-stromatolitic carbonate succession making up the third member of the Gaoyuzhuang Formation in the Yanshan (燕山) area with important significance for the further understanding of Precambrian sedimentology. The Mesoproterozoic Gaoyuzhuang Formation in Yanshan area is a set of more than 1 000 m thick carbonate strata that can be divided into four members (or subformations). The first member (or the Guandi (官地) subformation) is marked by a set of stromatolitic dolomites overlying a set of transgressive sandstones; the second member (or the Sangshu'an (桑树鞍) subformation) is a set of manganese dolomites with a few stromatolites; the third member (or the Zhangjiayu (张家峪) subformation) is chiefly made up of leiolite and laminite limestones and is characterized by the development of molar-tooth structures in leiolite limestone; the fourth member (or the Huanxiusi (环秀寺) subformation) is composed of a set of dolomites of stromatolitic reefs or lithoherms. Sequence-stratigraphic divisions at two sections,i.e. the Jixian (蓟县) Section in Tianjin (天津) and the Qiangou (千沟) Section of Yanqing (延庆) County in Beijing (北京),demonstrate that a particularly non-stromatolitic succession making up the third member of the Mesoproterozoic Gaoyuzhuang Formation is developed in the Yanshan area of North China,in which lots of grotesque matground structures (wrinkle structures and palimpsest ripples) are developed in beds of leiolite limestone at the Qiangou Section and lots of molar-tooth structures are developed in beds of leiolite limestone at the Jixian Section. The time scale of the Gaoyuzhuang Formation is deduced as 200 Ma (from 1 600 Ma to 1 400 Ma). The duration of an obvious hiatus between the Gaoyuzhuang Formation and the underlying Dahongyu (大红峪) Formation is deduced as 50 Ma to 100 Ma,thus the forming duration of the GaoyuzhuangFormation is thought as 100 Ma (1 500 Ma to 1 400 Ma). Furthermore,the age of the subface of the third member of the Gaoyuzhuang Formation that is just in the mid position of the Gaoyuzhuang Formation can be deduced as about 1 450 Ma,which is the basis to infer a stromatolite decline of the Mesoproterozoic occurring at ca. 1 450 Ma. Importantly,several features of both the molar-tooth structure and the stromatolite,such as the particular forming environment,the important facies-indicative meaning,and the episodic distribution in the earth history,might express the evolutionary periodicity of the surface environment of the earth and can provide meaningful clues for the understanding of the Precambrian world,although their origin and forming mechanism is highly contentious. Therefore,like other three stromatolitic declines,respectively,occurring at ca. 675 Ma,ca. 1 000 Ma,and ca. 2 000 Ma,the identification of the stromatolite decline occurring at ca. 1 450 Ma during the Golden Age of stromatolites (2 800 Ma to 1 000 Ma) has important meaning for the further understanding of the evolving carbonate world of the Precambrian.     

三峡井网井水位对汶川8.0级地震的同震响应特征研究h

系统分析了三峡井网8口井水位对汶川8.0级地震的同震响应及其后效特征,揭示出这些特征因井而异,其差异性在井孔结构相似的条件下主要取决于井点的构造部位、观测含水层的地下水埋藏类型、含水层的导水系数等条件;深入研究了井水位同震后效特征中残留阶升与阶降的力学含义及其地震预测意义,并用仙女山断裂带上近期地震活动验证了残留阶升区可能是未来地震危险区的科学推论．      

水库诱发地震地下水监测网建设的若干问题探讨

根据国内外已发生的水库诱发地震的基本特点,结合三峡工程诱发地震地下水监测网与金沙江下游水电工程地下水监测网建设的经验及我国地震地下水动态观测网建设与运行中得到的科学认识,探讨了水库诱发地震的地下水监测井网建设中的布网区及其范围、观测井间距确定、观测井位置选择、观测含水层选择与观测井深度和结构设计等若干技术问题.