基于地震周期谱分析的线性合成概率预测方法研究

在地震周期谱分析和地震间隔周期出现概率分析的基础上。建立了线性合成概率预测方法。实际资料应用研究表明，该方法可以提取地震活动周期节点优势分布时段，为强震趋势预测提供综合判定依据。     

移动地图理论基础研究

移动地图主要指可以随用户移动的电子地图。本文首先从广义和狭义两方面介绍了移动地图的定义,认为移动地图具有易读、实时和交互性等特点。移动环境下,地图信息在制图者与用图者之间的传输是双向且不断循环的,体现了空间信息加工者和使用者之间的交互,这种交互有利于空间信息加工者和使用者对空间信息的认知达成一致,提高地图信息传输的效率,同时也反映了空间信息由静态的地图表现,发展到动态信息服务的演化过程。在空间信息传输过程中,用户一方面接收信息加工者发送的空间信息,另一方面接收客观环境刺激、并对获得的信息进行选择、分类等加工方式获得客观环境的空间信息,并综合分析和比较这两种空间信息,获得对客观世界的认识。在此过程中,需要在大脑中对地理信息空间进行旋转,该旋转时间的长短与现实生活中实际旋转一个物体所费时间的长短相应,旋转角度越大,则历时越长。人们的习惯用语中的空间术语不仅影响人们对空间关系的知觉和记忆,还会影响人们对空间关系的推理,因为不同的空间参考框架有不同的逻辑特征。最后总结了开展移动地图理论基础研究的重要意义。     

Structural evidence for large-scale top-to-the-north normal displacement along the Median Tectonic Line in southwest Japan

Abstract   The Median Tectonic Line (MTL) is a first-order tectonic boundary that separates the Sanbagawa and Ryoke Metamorphic Belts. Strike-slip movements on the MTL have been well documented by many workers. New field based structural studies in the Sanbagawa Belt close to the MTL reveal a large number of secondary faults and semibrittle shear bands indicating a top-to-the-north normal sense of displacement. The strikes of these shear zones and their spatial distributions suggest that development of these structures is related to movements on the MTL. These results imply that the MTL has a large-scale normal shear component on a regional scale that can help account for the exhumation of the Sanbagawa Belt. Our proposed history of the MTL can also account for changes in the geometry of folds in the Sanbagawa Belt.     

界面起伏条件下反射／透射算子+单程波方程的地震波模拟方法

本文导出了一种由单程波方程利用反射／透射算子的可分表示方法模拟复杂介质中一次反射地震波的数值算法. 文中利用算子可分表示理论将反射／透射算子分解成适合于双域（空间域和波数域）运算的表达形式，使得本文得到的地震波数值模拟算法可适应于一定程度横向非均匀介质和界面起伏情况，在入射角小于45°时能够准确模拟振幅随入射角(AVA)的关系. 就模拟一次反射地震波而言，与前人研究的双程波动方程伪谱法地震波模拟相比，本文算法具有足够高的模拟精度，且计算效率成倍地提高.     

A highly wave dissipation offshore breakwater

The aim of this paper is to develop an offshore breakwater, for which coefficients of both the wave reflection and transmission have low values. The breakwater is suggested to compose of n layers of porous materials with different porosities. A complex eigen function method is used in the theoretical analysis. Continuities of both mass flux and fluid pressure are assumed at interfaces between every two adjoining porous materials and at the interface between end materials and water region. Following a series of mathematical processes, the coefficients of the wave transmission and reflection along with the wave energy loss are calculated. The porosity of materials is varied in computations; and results are compared among structures composing of different layers of porous materials. A single layer offshore breakwater is shown to reduce simultaneously the coefficients of transmission and reflection only when the structure is very wide in the direction of wave propagation, and the structure material has a high porosity. A multilayer breakwater, however, can function well in reducing both coefficients at a much narrower width; structure having more layers can be more effective at narrower width. Finally, several experiments are conducted; theoretical computations and experimental results agree well.     

BPL脉位调制方案及数据传送

实现BPL长波信道能力扩展的一个重要技术环节是对组重复间隔（GRI）脉冲的脉位调制,在将信源消息变成脉位调制电平的数据传输过程中,还有一系列的信号格式转换,提出了实现脉位调制的若干方法,探讨了数据流的详细传送过程并给出了相应的软件。     

一个长生命期准静止中尺度对流系统的观测特征及其持续的环境条件

2010年5月31日至6月1日华南特大暴雨过程经历了三次集中降水期,共有4次MCS（Mesoscale Convective Systems）演变过程,其中一个TL/AS MCS（Training Line/Adjoining Stratiform Mesoscale Convective System,邻接层状单向发展的中尺度对流系统）在广西壮族自治区中部准静止地维持了10多个小时,导致了多个观测站出现极端强降水。用观测资料和数值模拟结果重点探讨了该TL/AS MCS的观测特征及其发展持续的环境条件。结果表明,准静止TL/AS MCS发展在一个高空强辐散、低空气旋性汇合环流的天气尺度环境中,TL/AS MCS维持期间热力环境特征表现为对流层中低层持续高湿近饱和态、偏中性层结、合适的对流有效位能和极小的对流抑制能量。在对流层中低层,低空急流的加强发展维持与对流层中层相对弱的环境风形成了风垂直切变随高度呈现强逆转,近地层风垂直切变垂直于对流线的分量大,而在中层风垂直切变平行于对流线的分量占绝对优势,风切变特征可能是TL/AS MCS 准静止的原因;低空急流和中层环流的相互作用、对流层动力和热力条件有利于强上升运动的长时间维持与发展,不断触发新对流从而组织成一个长生命期准静止的TL/AS MCS     

Computational issues and applications of line-elements to model subsurface flow governed by the modified Helmholtz equation

Two new approaches are presented for the accurate computation of the potential due to line elements that satisfy the modified Helmholtz equation with complex parameters. The first approach is based on fundamental solutions in elliptical coordinates and results in products of Mathieu functions. The second approach is based on the integration of modified Bessel functions. Both approaches allow evaluation of the potential at any distance from the element. The computational approaches are applied to model transient flow with the Laplace transform analytic element method. The Laplace domain solution is computed using a combination of point elements and the presented line elements. The time domain solution is obtained through a numerical inversion. Two applications are presented to transient flow fields, which could not be modeled with the Laplace transform analytic element method prior to this work. The first application concerns transient single-aquifer flow to wells near impermeable walls modeled with line-doublets. The second application concerns transient two-aquifer flow to a well near a stream modeled with line-sinks.     

南水北调中线工程对汉江中下游水环境的影响与可持续发展研究

南水北调中线工程的实施,对汉江中下游流域的水环境会造成一系列的影响,汉江丹江口以下的水量、水质将发生变化,防洪、水体污染、水土流失、水资源配置与供给、工农业生产以及城市发展等将受到不同程度的影响.通过分析南水北调工程对汉江中下游流域环境的不利影响,提出促进汉江中下游地区可持续发展的基本思路,如生态保护的措施与对策.     

An analytical solution for wave-induced seabed response in a multi-layered poro-elastic seabed

In this study, a new analytical solution for the wave-induced seabed response in a multi-layered poro-elastic seabed is developed. The seabed is treated as a multi-layered porous medium and characterized by Biot’s theory. The displacements of the solid skeleton and the pore pressure are expressed in terms of two scalar potentials and one vector. Then, the Biot’s dynamic equation can be solved using Fourier transformation and reducing to Helmholtz equations. To obtain the general solutions for the multi-layered poro-elastic seabed in the frequency-wave-number domain, the transmission and reflection matrices (TRM) method is used to form the equivalent stiffness. Using the boundary conditions and continuous conditions, the frequency-wave-number domain solutions are obtained. Finally, the time-space domain solutions for the multi-layered poro-elastic seabed are obtained by means of the inverse Fourier transformation with respect to the horizontal coordinate. Based on the new solution, a parametric study is carried out to examine the effects of soil characteristics (number of layers, permeability and shear modulus) and wave characteristics (water depth and wave steepness) on seabed responses. The results indicate that the seabed response is affected significantly by permeability, shear modulus and relative water depth.