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991.
本文应用卫星云图与数值模拟结果对2000年6月2日发生的一次影响江苏的江淮气旋暴雨过程进行研究分析,阐述了这次暴雨过程表现的MCS基本特征。分析表明:MCS的形成可以由几个中β尺度对流云或对流带开始,在特定的环境场中汇合成合并;在其发展过程中必须维持湿度平流,低层到中层有暖平流,骨强偏南风急流伸向形成区,同时在其东北方向有一支高空西风急流相耦合;低层的辐合、整层凝结潜热的释放、垂直运动的增强、高层的辐散引起的正反馈机制是MCS发展的动因。 相似文献
992.
Prediction of surface horizontal displacements, and gravity and tilt changes caused by filling the Three Gorges Reservoir 总被引:11,自引:0,他引:11
Horizontal displacements, and gravity and tilt changes induced by filling the Three Gorges Reservoir are modeled using elastic
loading Green functions. When the water surface reaches its highest level, the effects become maximum on the reservoir banks.
The longitudinal and latitudinal components of the horizontal displacements reach −8.2 and 7.7 mm respectively, gravity is
increased by up to 3.4 mGal, and the prime vertical and meridian components of the tilt changes are −7.8 and −17.5 arcseconds
respectively. Accordingly, the filling of the reservoir will influence values observed from global positioning system (GPS),
gravimetry and tilt measurements in the area. The results given can be used to provide important corrections for extracting
earthquake-related signals from observed data.
Received: 19 January 2001 / Accepted: 3 September 2001 相似文献
993.
Eric J.E. Molin Harmen Oppewal Harry J.P. Timmermans 《Journal of Geographical Systems》2002,4(4):343-358
In this paper, two approaches for measuring residential group preferences, based on the method of Hierarchical Information
Integration (HII), are compared. In particular, the hypothesis that group-based preference models estimated from integrated
HII experiments better predict group preferences than part individual-based group models estimated from classical HII experiments
is tested. To that effect, the models' ability to predict group preferences for new residential alternatives is compared in
a study of residential preferences of co-ops. Results indicate that integrated HII group experiments indeed result in better
predictions of residential preferences. 相似文献
994.
登陆台风Winnie(1997)的数值模拟研究Ⅱ:结构演变特征分析 总被引:26,自引:14,他引:26
利用“登陆台风Winnie(1997)的数值模拟研究Ⅰ”的数值模拟结果 ,讨论了Winnie(1997)台风在登陆后变性阶段和重新加强阶段的环流、动力和热力结构特征以及演变过程。在结构上 ,变性阶段主要完成了从基本对称的垂直分布到斜压非对称分布的转换。在变性阶段的初期 ,热力和动力以及环流结构上都还留有一些热带气旋的影子 ,但是在强度和空间分布上已经发生了明显的变化 ,同时也反映了台风登陆后由于下垫面的变化 ,使来自海面的暖湿水汽输送呈明显的不对称分布 ,导致热力结构上的不对称分布。到变性阶段的后期 ,无论从环流结构还是动力结构上 ,都形成了和冷暖锋相对应的倾斜分布特征 ,并且和冷空气对应的锋区在低层侵入到气旋中心 ,使热带气旋经过变性阶段最终演变为锋面气旋。在重新发展阶段 ,通过与西风带低槽的结合 ,变性后的气旋获得了重新发展的机会。并且在此过程中得到了一次来自附近洋面的高暖湿能量的输送 ,也为发展提供了有利的条件 ,使变性后的气旋进一步加强为成熟的温带气旋。 相似文献
995.
西北区东部一次暴雨的数值模拟试验 总被引:19,自引:23,他引:19
运用双向嵌套的中尺度数值预报模式MM5,对1998年7月上旬西北区东部一次暴雨过程进行了高分辨率数值模拟和敏感性试验。结果表明,该模式能较好地模拟这次暴雨过程,对这次暴雨过程相关的中尺度系统的发生发展也作出了较成功的模拟;大尺度及积云对流尺度的凝结潜热在降水过程中是一个主要因子,潜热释放将加热中高层大气,促使高层大气辐散,低层辐合,垂直运动加强,导致较大的降水;初始时刻不同地区低层大气水汽含量的多寡直接对本次暴雨产生影响,并为这次暴雨提供了水汽源;地面水汽和感热的垂直输送为暴雨的发生发展补充了能量。 相似文献
996.
1 INTRODUCTION There were many flood disasters in China in recent years. When the water level in a river is very high, weak parts of its dike may be destroyed resulted in the submersion of the protected land and properties. It is of significance for decision-makers to exactly predict the processes of flood propagation during flood control. There are many modes of dike bursting, such as seepage destroying by overflow on top of dike caused by dike body sinking induced by piping and soil fl… 相似文献
997.
Hiroshi Kobayashi Keiichi Tamura Shunsuke Tanimoto 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1135-1141
In order to improve seismic design technology of bridges, it is necessary to evaluate the vibration characteristics of a bridge–soil system that consists of soil, foundation structure, pier and superstructure. However, there have been few experimental studies on seismic behavior of bridge–soil system. In this paper, we conducted the hybrid vibration experiment on seismic behavior of bridge–soil system, and examined the applicability of hybrid vibration experiment to study seismic response of bridge–soil system. Based on the experiment results, seismic response of bridge was quantitatively studied. 相似文献
998.
Xiaoxian Zhang A. Glyn Bengough John W. Crawford Iain M. Young 《Journal of Hydrology》2002,260(1-4):75-87
The non-linear solvers in numerical solutions of water flow in variably saturated soils are prone to convergence difficulties. Many aspects can give rise to such difficulties and in this paper we address the gravity term and the prescribed-flux boundary in the Picard iteration. The problem of the gravity term in the Picard iteration is iteration-to-iteration oscillation as the gravity term is treated, by analogy with the time-step advance technique, ‘explicitly’ in the iteration. The proposed method for the gravity term is an improvement of the ‘implicit’ approach of Zhang and Ewen [Water Resour. Res. 36 (2000) 2777] by extending it to heterogeneous soil and approximating the inter-nodal hydraulic conductivity in the diffusive term and the gravity term with the same scheme. The prescribed-flux boundary in traditional methods also gives rise to iteration-to-iteration oscillation because there is no feedback to the flux in the solution at the new iteration. To reduce such oscillation, a new method is proposed to provide such a feedback to the flux. Comparison with traditional Picard and Newton iteration methods for a wide range of problems show that a combination of these two proposed methods greatly improves the stability and consequently the computational efficiency, making the use of small time step and/or under-relaxation solely for convergence unnecessary. 相似文献
999.
Chen Po-fang 《地震学报(英文版)》2002,15(5):519-525
To improve the accuracy of the numerical evaluation through the 3-D finite difference method, the surface boundary conditions
are added to modify the old program. The author has tested the new program by making calculations for the model constructed
by Wanamaker, et al (1984). The comparison between the numerical results obtained from this paper and those by Wannamaker, et al (1984) indicates that a pronounced improvement is realized in the evaluation of the horizontal magnetic components. Moreover,
better calculations for the vertical magnetic components are also obtainable by using the new program. 相似文献
1000.
Under seismic excitation, liquefied clean medium to dense cohesionless soils may regain a high level of shear resistance at large shear strain excursions. This pattern of response, known as a form of cyclic mobility, has been documented by a large body of laboratory sample tests and centrifuge experiments. A plasticity-based constitutive model is developed with emphasis on simulating the cyclic mobility response mechanism and associated pattern of shear strain accumulation. This constitutive model is incorporated into a two-phase (solid–fluid), fully coupled finite element code. Calibration of the constitutive model is described, based on a unique set of laboratory triaxial tests (monotonic and cyclic) and dynamic centrifuge experiments. In this experimental series, Nevada sand at a relative density of about 40% is employed. The calibration effort focused on reproducing the salient characteristics of dynamic site response as dictated by the cyclic mobility mechanism. Finally, using the calibrated model, a numerical simulation is conducted to highlight the effect of excitation frequency content on post-liquefaction ground deformations. 相似文献