南海东北部新构造运动及其动力学机制     

孙金龙  徐辉龙  李亚敏 《海洋地质与第四纪地质》2009,(3)

南海东北部地处欧亚板块与菲律宾海板块的交汇区,新构造运动活跃。根据地震活动性、震源机制解和GPS资料对该区的新构造活动特征进行分析,在此基础上讨论该区新构造运动的动力学机制。分析发现,菲律宾海板块NW向俯冲对该区的影响最为显著,导致了该区较强的地震活动性以及与俯冲方向一致的构造应力场。而印藏碰撞产生的侧向应力传递也影响到该区,控制华南地块向SE方向运动,并与菲律宾海板块的NW向俯冲共同作用,使华南地块在SE向运动的同时伴有逆时针旋转。印藏碰撞的SE向应力传递对俯冲产生的NW向水平挤压的抵消作用,使得地震活动性自东向西减弱以及构造应力场P轴方位角顺时针旋转。在这一背景下,区内滨海断裂带的活动控制了该区的地震、海岸带构造升降等新构造运动。  相似文献   

湖北随州 ML4.7地震序列基础资料分析     

李峰  李垠  薛军蓉  陈俊华 《大地测量与地球动力学》2007,27(Z1):56-61,88

依据随州三里岗ML4.7地震序列的地震监测和宏观调查所获得的基础资料,对此次地震序列的时空强特征及地震成因机理进行了分析。为使地震资料准确可靠,对混淆在序列中的爆破波形与地震波形进行了鉴别和剔除。结合这些基础资料和震源机制解结果。分析认为随州地震序列在成因上与该地区存在的北东和北西向两组断裂构造有关,但主发震构造是北西向断裂。  相似文献   

上海海域海水水质变化趋势及应对措施   总被引：1，自引：0，他引：1       下载免费PDF全文

吴旭云  裘诚  王岳峰  王统泽  袁瑞 《海洋开发与管理》2020,37(1):46-50

强化区域海洋生态环境评价,推进海洋生态环境监测体系建设,全面提升海洋环境保护监督管理效能,是上海建设全球海洋中心城市、发挥在"一带一路"倡议中桥头堡作用的必然要求。文章基于近年来上海海域环境质量监测资料,重点对无机氮、活性磷酸盐等海域主要污染物进行分析,结合流域来水与区域排污情况,阐明上海海域水质变化特征及总体趋势,并从体系建设、基础能力、执法监督、行业管理、生态修复与科技创新等方面提出合理化应对措施。  相似文献   

Composite analytical solutions for a soil vapour extraction system     

Jui‐Sheng Chen  Ching‐Ping Liang  Chih‐Yu Chen  Chen‐Wuing Liu 《水文研究》2007,21(11):1506-1516

Soil vapour extraction (SVE) is a common remediation technique for cleaning up unsaturated soils contaminated by volatile organic compounds (VOCs). Analytical solutions, which result from simple mathematical models, can allow the fast approximation of the time‐dependent effluent concentration and the gaining of insight into the processes that take place during soil remediation. Deriving the analytical solutions to advection–dispersion equations that simultaneously take into account the mechanical dispersion and molecular diffusion is very difficult because of the variable dependence of governing equations' coefficients. In this study, we first present two simplified analytical solutions that only consider mechanical dispersion or molecular diffusion. The two developed analytical solutions are compared with the numerical solution that simultaneously considers both mechanical dispersion and molecular diffusion to examine the applicability of the two simplified analytical solutions and distinguishes the individual contribution of the mechanical dispersion and molecular diffusion to total VOCs transport in an SVE system. Results show that dispersion plays an important role during SVE decontamination and neither the diffusion‐dominated solution nor the dispersion‐dominated solution can agree well with the numerical solution when both mechanical dispersion and molecular diffusion have significant contributions to the total VOCs transport flux. A composite analytical solution that linearly couples the diffusion‐ and dispersion‐dominated analytical solutions, which is proposed herein to eliminate the discrepancy between the analytical solutions and the numerical solution. Results indicate that the proposed composite analytical solution agrees well with the numerical solution and is an effective tool for quickly and accurately evaluating the time‐dependent effluent concentration for parameters of the different ranges of interest in an SVE remedial system. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

实验研究岩石圈深部流体及相关科学问题   总被引：1，自引：0，他引：1  

张荣华  胡书敏  王军  张雪彤 《地球学报》2004,25(1):17-24

实验研究地球岩石圈深部流体和对地球深部流体的观测发现,水溶液在跨越临界态时有许多特殊性质。使用水热金刚石压钻在200～800MPa,300～700℃条件下,可观测到：NaCl-H2O溶液两相不混溶相区的结构和近临界态现象。测量高温高压下NaCl溶液的电导率,在近临界和跨越临界态时发现最大电导率值。在对大洋中脊热水观测中可发现大多数喷口是在2200m深。喷口正在近临界态条件下喷出含矿流体。这些临界态研究对于重新分析岩石圈的地球物理测量结果和对认识大陆岩石圈内流体性质有很大意义。  相似文献   

�Ͷ�Ms5.1��������о�     

陈俊华  陈正松  蒋玲霞  吴海波  乔岳强  贾治革 《大地测量与地球动力学》2014,34(3):10-14

?????????????е??о??????????Ms5.1????????????????????????Ρ?????????????????????????????NEE????????????????????????????????????????5~7 km??????????λ????????????????????????о?????ж?,???Ms5.1??????????λ??????????????????????????????????????  相似文献   

����������Molodensky����     

�ų��  ������  ������  ����  ��Ԫ� 《大地测量与地球动力学》2014,34(6):148-156

????????????λ??T??u,θ??λ???????????????????????????????????????????????T??u,θ??λ???????n???????????????????к?u??????Q??m??n(u)?????????к?θ??λ?????????T??m??n(b,θ,λ)????????????(b?????)???????????????????u,θ,λ??????T????SX??????T??????n??SX?????????????????????У????????????????????????????????????????????????????????????????????е?Q??m??n(u)???SX??????Q??m??n(u??n)??????n??SX??????Δu??????????????Δu=u-b??????????????Δu??????????????????????????????μ?T??m??n(b,θ,λ)????????????????????????????λT??u??R,θ,λ??????????????а?????????????棬?????????????????????????????????????????????????????????????????????ī???????λ????е??????????????  相似文献   

����GNSS�͹����Ǿ��ܶ�����ٽ��㷽��     

田英国  郝金明  刘伟平  于合理  王鸿  杨剑伟 《大地测量与地球动力学》2014,34(1):157-160

???????GNSS??????????????????????????????????????????????α?????????????????????????????????ò????????????????????????????????????????????????Ч???????α????????????????????????????з??????????????ù?????????????? ??I_i-1????I_i?????????????в?????????????????????????????÷???????Ч???  相似文献   

带Sobolev临界指数的非齐次拟线性椭圆型方程正解的存在性     

赵元章  林开勇 《中国海洋大学学报(自然科学版)》2014,44(8):114-118

在RN上讨论带临界项的拟线性椭圆型方程正解的存在性问题。在一个正锥上应用Ekeland变分原理构造一个比P.S(.)c序列要弱的序列,通过证明该序列具有相对紧性,得到一个弱正上解,进而利用上下解方法得出所研究的问题至少存在一个弱正解。  相似文献   

Study on deformation law of circular foundation under combined loading     

ZHANG Qiyi  and SHI Hongda 《中国海洋大学学报(英文版)》2014,13(1):51-56

The foundations of some ocean engineering structures are built to withstand not only the vertical gravity load V, but also the horizontal load H induced by sea waves and current. The horizontal load includes the concentrated force load, the moment load M, and the torque load T termed also as combined loading. It is of academic and engineering significance to study the deformation law of submarine seabed due to combined loading. On the basis of the three-dimensional elastic mechanics solution of circular foundation, numerical methods are used to analyze the deformation law of submarine soil under circular foundation with six degrees of freedom. The finite element analysis results give the elastic deformation law of soil in three dimensional spaces, modify the theoretical elasticity solution, and presents nonlinear soil deformation mechanism under the circular foundation with six degrees of freedom.  相似文献