Characteristic of crustal structure in the Shulu fault basin and its vicinity

（王椿镛，张先康，林中洋，李学清）ＣｈａｒａｃｔｅｒｉｓｔｉｃｏｆｃｒｕｓｔａｌｓｔｒｕｃｔｕｒｅｉｎｔｈｅＳｈｕｌｕｆａｕｌｔｂａｓｉｎａｎｄｉｔｓｖｉｃｉｎｉｔｙ￥Ｃｈｕｎ－ＹｏｎｇＷＡＮＧＩ；Ｘｉａｎ－ＫａｎｇＺＨＡＮＧ；Ｚｈｏｎｇ－ＹａｎｇＬ...     

基于SMS的GRAPES数值预报作业自动化系统

在深入剖析SMS （Supervisor Monitor Scheduler）技术架构的基础上,分析了GRAPES （Global and Regional Assimilation and Prediction Systesm）数值预报的特点,并对GRAPES传统运行技术和基于SMS技术的运行流程做了对比。运用SMS技术构建了客户端/服务器结构的GRAPES数值预报作业自动化系统,对GRAPES数值预报模式运行的流程做了详尽的划分,将功能类似GRAPES模式的模块组合在一起,在实施过程中将复杂的单一模块拆分成多个任务,把单个任务的功能简单化,以图形化界面直观的显示模式运行流程,实现了GRAPES预报模式作业流程的自动化,极大的提高GRAPES模式业务运行能力,保证模式运行的可靠性和时效性。     

用深地震反射方法研究邢台地震区地壳细结构

为了取得邢台地震区的地壳细结构,1990年冬,国家地震局地球物理研究所等实施了一条穿过华北平原中部束鹿断陷盆地的深地震反射剖面.经过叠加和偏移后的剖面显示出清晰的地壳细结构图像.剖面图上1-4s之间的强反射对应于由一组正断层产生的沉积层变形,其中新河断裂为束鹿盆地和新河凸起之间的边界主断裂,它伸展到8km以下深处.在5s左右显示出一组较强的反射界面,它可能对应于脆性上地壳的下界面.10-11s之间的壳-幔过渡带包含一组振幅大、连续性好的强反射,在震源下方的Moho界面上似乎被间断.岩浆从上地幔顶部侵入到地壳中,使得地壳可能出现部分熔融,这一过程是产生扩张盆地和发生邢台地震的主要原因.     

河南宝泉抽水蓄能电站近场区断裂活动特征及对兴建电站的稳定性评价

本文通过野外调查和人工地震反射剖面法对河南宝泉抽水蓄能电站近场区内的断裂进行了详细的研究, 结果表明近场区内的断裂活动在晚更新世以来均已停止, 断裂活动将不会影响该电站的稳定性。     

SPH Numerical Modeling for the Wave-Thin Structure Interaction

In this paper, a numerical model of 2D weakly compressible smoothed particle hydrodynamics (WCSPH) is developed to simulate the interaction between waves and thin structures. A new color domain particle (CDP) technique is proposed to overcome difficulties of applying the ghost particle method to thin structures in dealing with solid boundaries. The new technique can deal with zero-thickness structures. To apply this enforcing technique, the computational fluid domain is divided into sub domains, i.e., boundary domains and internal domains. A color value is assigned to each particle, and contains the information of the domains in which the particle belongs to and the particles can interact with. A particle, nearby a thin boundary, is prevented from interacting with particles, which should not interact with on the other side of the structure. It is possible to model thin structures, or the structures with the thickness negligible with this technique. The proposed WCSPH module is validated for a still water tank, divided by a thin plate at the middle section, with different water levels in the subdomains, and is applied to simulate the interaction between regular waves and a perforated vertical plate. Finally, the computation is carried out for waves and submerged twin-horizontal plate interaction. It is shown that the numerical results agree well with experimental data in terms of the pressure distribution, pressure time series and wave transmission.     

Effects of near-fault and far-fault ground motions on nonlinear dynamic response and seismic damage of concrete gravity dams

As the forward directivity and fling effect characteristics of the near-fault ground motions, seismic response of structures in the near field of a rupturing fault can be significantly different from those observed in the far field. The unique characteristics of the near-fault ground motions can cause considerable damage during an earthquake. This paper presents results of a study aimed at evaluating the near-fault and far-fault ground motion effects on nonlinear dynamic response and seismic damage of concrete gravity dams including dam-reservoir-foundation interaction. For this purpose, 10 as-recorded earthquake records which display ground motions with an apparent velocity pulse are selected to represent the near-fault ground motion characteristics. The earthquake ground motions recorded at the same site from other events that the epicenter far away from the site are employed as the far-fault ground motions. The Koyna gravity dam, which is selected as a numerical application, is subjected to a set of as-recorded near-fault and far-fault strong ground motion records. The Concrete Damaged Plasticity (CDP) model including the strain hardening or softening behavior is employed in nonlinear analysis. Nonlinear dynamic response and seismic damage analyses of the selected concrete dam subjected to both near-fault and far-fault ground motions are performed. Both local and global damage indices are established as the response parameters. The results obtained from the analyses of the dam subjected to each fault effect are compared with each other. It is seen from the analysis results that the near-fault ground motions, which have significant influence on the dynamic response of dam–reservoir–foundation systems, have the potential to cause more severe damage to the dam body than far-fault ground motions.     

薄互层条件下AVO技术的应用

本文结合实际资料在详细分析砂泥岩薄互层反射特征基础上,提出气层反射特征不仅有AVO正异常,还有AVO负异常及非正非负AVO异常.由于实际的砂泥岩薄互层组合的复杂变化,在解释中不能硬套通常的厚层反射或单个薄层的模式.针对不同地区不同层位,必须制作与实际地质情况相一致的CDP道集记录地震模型,才能得到正确的反射特征.应用本文提出的方法预测了宋站等地区的气藏分布,经钻探证实,获得了满意的结果.     

唐山地区慢剪切波的时间延迟:强地面运动台阵资料分析

利用唐山地区强地面运动台阵资料 ,根据剪切波分裂的 CDP分析方法 ,对唐山地区剪切波分裂时间延迟参数进行了讨论。通过选取具有相同射线方向的波形记录的剪切波分裂分析 ,得到较大地震 (ML 5.2 )之前的时间延迟值高于震后的时间延迟值。特别是 ,文章提出的研究剪切波分裂时间延迟的时间变化的思路 ,是实际分析中需要加以注意的。文章认为 ,利用剪切波分裂进行较大地震的监控和预测 ,具有重要的意义