一个全球变网格多层原始方程差分模式的设计   总被引：1，自引：1，他引：1       下载免费PDF全文

廖洞贤 《应用气象学报》1997,8(1):1-10

文章设计了一个以均匀网格差分模式为基础的全球变网格多层原始方程差分模式。还证明了如果前者满足了一定条件，从而具有质量与能量守恒性质以及与连续情况一致的动能、位能和表面位能之间的转换关系，则变网格模式也同样具有。而且，把前者改变为后者增加的运算量很小，也非常方便。  相似文献   

中国热带东,西部地区冬季气候的差异与橡胶树的引种   总被引：8，自引：0，他引：8  

江爱良 《地理学报》1997,52(1):45-53

由于青藏高原的动力影响，使得西部地区冬季出现下沉气流，多日照，利于橡胶树的越冬，而东部则出现上升气流，少日照，不利越冬，又由于青藏高原大山体，冬季明显地阻挡低层空气平流，导致高原南侧的西部地区冬季降温和缓，有利橡胶树越冬，而东部地区因无高大山体阻挡，寒潮初期降温剧烈，后期低温阴雨天气持续甚久，易导致橡胶树的严重寒害。  相似文献   

区域经济联系定量分析初探：以上海与苏锡常地区经济联系为例   总被引：49，自引：2，他引：49  

王德忠  庄仁兴 《地理科学》1996,16(1):51-57

针对目前区域联合日益广泛和经济联系量化研究不足的现状，在联系强度等方面提出一些新概念；阐述了经济联系量化指标的选取，建立了经济联系定量分析模型。  相似文献   

华北中北部高级变质岩区的构造区划及其晚太古代构造演化   总被引：12，自引：4，他引：12  

李江海  翟明国 《岩石学报》1996,12(2):179-192

通过区域构造编图及重点地段的详细研究，在华北克拉通中北部识别出一条ＮＮＥ向的构造带——龙泉关－桑干带，它以大规模的韧性剪切带网络、重熔钾质花岗岩带、数量众多的高压麻粒岩构造透镜体或岩片为特征。剪切带以低角度逆冲为主，矿物拉伸线理指示运动方向为ＮＷ－ＳＥ向。这些剪切带造成东西两侧基底杂岩与表壳岩系包括孔兹岩系的广泛构造叠置，以及高压麻粒岩的近等温减压上隆。从更大的范围看，龙泉关－桑干带处于鄂尔多斯克拉通和阜平－赞皇克拉通之间，并且被五台－吕梁裂谷型绿岩带截切或不整合覆盖。该带应形成于晚太古代，记录了上述两个克拉通斜向拼合的构造过程  相似文献   

460铀矿床成矿构造背景   总被引：1，自引：1，他引：1  

任之鹤  万天丰 《铀矿地质》1997,13(3):154-158

４６０矿床为一个大型斑岩型铀－钼矿床。晚侏罗世近东西向分布的火山岩系为铀元素的预富集打下了基础。白垩纪流纹斑岩为其主要的成矿母岩，可能为ＮＥ向展布。早第三纪末期的热液活动使铀进一步富集成矿，在区域应力场作用下，矿体呈ＮＷ走向。晚第三纪的表生淋积作用，使矿体上部近地表处形成次生富集带。基于上述研究，可以进一步明确此类矿床的找矿方向。  相似文献   

构造层次与大陆壳动力学机制转变关系   总被引：6，自引：1，他引：6  

孙忠实  冯亚民 《吉林地质》1997,16(4):15-21

针对构造层次研究现状和存在的问题，把大陆壳划分为深部，中部，浅部和浅－表部四个构造层次。依据各自所处特定的构造位置、组成构造岩类型、形成的制约因素和地质时代等方面的区别，各构造层次分别是壳－幔间滑动，大陆张裂、隆－滑构造和变质核杂岩构造等多种大陆壳动力学机制转变过程中的产物。构造层次与大陆壳动力学机制转变关系的确定，更有利于古老板构造连续性、整体性的研究以及多期、多层次、多旋回大陆地壳演化模式的建  相似文献   

辽北清原地区太古宙地质演化及其对成矿的控制作用     

毛德宝  沈保丰  李俊建  李双保 《华北地质》1997,(3)

辽北清原地区在时空上有系统地发育了三个太古亩地体：浑河以南的小莱河花岗岩-绿岩带（ＸＧＧＢ）、浑河以北的清原花岗岩-绿岩带（ＱＧＧＢ）和在ＱＧＧＢ东北部出露的景家沟麻粒岩-片麻岩区（ＪＧＧＲ）。绿岩带中火山岩组合在ＸＧＧＢ中以双峰式岩套为特征，而在（ＱＧＧＢ中以连续的钙碱性系列为特征。ＸＧＧＢ中斜长角门岩全岩Ｓｍ－Ｎｄ等时线年龄为３０１８±２０Ｍａ，Ｎｄ（ｔ）＝＋０．１９±０．１７，ＴＤＭ＝３３４７～３７３５Ｍａ，而ＱＧＧＢ中的斜长角闪岩全岩Ｓｍ～Ｎｄ等时线年龄为２８８４±４８Ｍａ，∈Ｎｄ（ｔ）＝＋２．６１±０．４１，ＴＤＭ＝２９３８～２９９２Ｍａ。ＪＧＧＲ中黑云麻粒岩的Ｒｂ－Ｓｒ等时线年龄为２９９４±３２５Ｍａ，可能代表变质年龄，表明其形成在ＸＧＧＢ之前。综合研究表明辽北地区太古亩地质演化模式很可能为：ＪＧＧＢ代表了古中太古代古陆的残骸，ＸＧＧＢ于中太古代形成在这个古陆边缘的裂谷盆地内，ＱＧＧＢ则形成在新太古代的大陆边缘岛弧环境，并于新太古代晚期与ＸＧＧＢ拼贴。在此陆一弧碰撞过程中，ＱＧＧＢ逆冲推覆于ＪＧＧＲ之上，后者由于后期的伸展作用而出露于地表。成矿作用是地质演化的组成部分，并受制于各个演化阶段的构造环境  相似文献   

Seismic Ground Motion Expected for the Eastern District of Naples     

C. Nunziata  F. Vaccari  G.F. Panza  G. Luongo  D. FÄH 《Natural Hazards》1997,15(2-3):183-197

The seismic ground motion of a test area in the eastern district of Naples is computed with a hybrid technique based on the mode summation and the finite difference methods. This technique allows us the realistic modelling of source and propagation effects, including local soil conditions. In the modelling, we consider the 1980 Irpinia earthquake, a good example of strong shaking for the area of Naples, which is located about 90 km from the epicenter.The detailed geological setting is reconstructed from a large number of drillings. The sub-soil is mainly formed by alluvial (ash, stratified sand and peat) and pyroclastic materials overlying a pyroclastic rock (yellow neapolitan tuff), representing the neapolitan bedrock. The detailed information available on mechanical properties of the sub-soil and its geometry warrants the application of the sophisticated hybrid technique.As expected, the sedimentary cover causes an increase of the signal's amplitudes and duration. If thin peat layers are present, the amplification effects are reduced, and the peak ground accelerations are similar to those observed for the bedrock model. This can be explained by the backscattering of wave energy at such layers, that tend to seismically decouple the upper from the lower part of the structure.For SH-waves, the influence of the variations of the S-wave velocities on the spectral amplification is studied, by considering locally measured velocities and values determined from near-by down-hole measurements. The comparison between the computed spectral amplifications confirms the key role of an accurate determination of the seismic velocities of the different layers.The comparison performed between a realistic 2-D seismic response and a standard 1-D response, based on the vertical propagation of waves in a plane layered structure, shows considerable difference, from which it is evident that serious caution must be taken in the modelling of expected ground motion at a specific site.  相似文献   

Optimal weighting in the finite difference solution of the convection-dispersion equation     

H. Q. Wang  M. Lacroix 《Journal of Hydrology》1997,200(1-4):228-242

Oscillation and numerical dispersion limit the reliability of numerical solutions of the convection-dispersion equation when finite difference methods are used. To eliminate oscillation and reduce the numerical dispersion, an optimal upstream weighting with finite differences is proposed. The optimal values of upstream weighting coefficients numerically obtained are a function of the mesh Peclet number used. The accuracy of the proposed numerical method is tested against two classical problems for which analytical solutions exist. The comparison of the numerical results obtained with different numerical schemes and those obtained by the analytical solutions demonstrates the possibility of a real gain in precision using the proposed optimal weighting method. This gain in precision is verified by interpreting a tracer experiment performed in a laboratory column.  相似文献   

Study on simulation of spatial correlative earthquake ground motion field     

Xiao-Jun Li  Feng-Xin Zhao  Yu-Xian Hu 《地震学报(英文版)》1997,10(2):267-271

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