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301.
复杂性理论与滑坡动态预测研究新思路 总被引:11,自引:0,他引:11
概述了复杂性理论的发展及其对滑坡动态研究的影响;在概括滑坡预测研究现状的基础上,分析了滑坡动态预测的研究进展,最后是关于预测的几点思考,亦即滑坡动力学预测的研究方向。 相似文献
302.
本文根据极值理论建立了烈度超越给定值Ij的平均重现期公式,根据最大熵原理建立了未来T年烈度超越给定值Ij的概率和烈度超越给定值Ij的平均重现期之间的关系式。利用1022─1993年的地震资料,计算了临汾(36.10°N,111.50°E)周围4级以上地震在临汾造成的烈度,绘制了未来100年临汾的烈度超越概率曲线(地震危险性曲线)。结果表明,计算场地烈度的极值理论方法可作为地震危险性分析的综合概率法的补充和验证。 相似文献
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304.
Application of stress-pore pressure coupling theory for porous media to the Xinfengjiang reservoir earthquakes 总被引:1,自引:0,他引:1
Theory of the coupling of stress-pore pressure in the saturated, elastic porous media is used in the study of the formation mechanism of the Xinfengjiang reservoir-induced earthquakes. Based on the results, it is believed that compared with the mechanism of additional stress in the vicinity of the reservoir, the mechanism of the coupling of additional stress and pore pressure may be more well-founded for the occurrence of reservoir-induced earthquakes. 相似文献
305.
本文讨论利用三维反射地震数据进行波场反演的一种方法,旨在取得高分辨率的地球模型.这种方法用Backus-Gilbert的理论构造波动方程非线性反问题的逐次线性化迭代格式,用逆散射原理导出泛函的Frechet导数,并用最佳折衷准则求解线性化后的方程组.根据迭代过程中不断提高分辨率的思想和减少计算成本的原则,设计了可供实用的反演算法流程. 相似文献
306.
E. O. Frind E. A. Sudicky S. L. Schellenberg 《Stochastic Environmental Research and Risk Assessment (SERRA)》1987,1(4):263-279
The migration of contaminants in heterogeneous aquifers involves dispersive processes that act at different scales. The interaction of these processes as a plume evolves can be studied by micro-scale modelling whereby two scales, a local- or micro-scale and an aquifer- or macro-scale, are covered simultaneously. Local-scale dispersive processes are represented through the local dispersion coefficient in the transport equation, while large-scale dispersion due to heterogeneities is represented through the resolution of the flow field and the diffusive exchange between streamtubes. The micro-scale model provides both the high degree of resolution compatible with local-scale processes, and the extent required for the approach to asymptotic conditions, using grids of up to a million nodal points. The model is based on the dual potential-streamfunction formulation for flow, and the transport problem is formulated in a natural coordinate system provided by the flownet. Simulations can be used to verify stochastic theories of dispersion, without the restrictive assumptions inherent in the theory. For the two-dimensional case, results indicate convergence of the effective dispersivity to the theoretical macrodispersivity value. Convergence takes place within a travel distance of about 50 correlation lengths of the hydraulic conductivity field. However, the approach taken to asymptotic conditions, as well as the macrodispersivity value, may differ for different realizations of the same medium. The influence of early-time events such as plume splitting on the asymptotic convergence remains to be investigated. 相似文献
307.
André Deprit Jesúus Palacián Etienne Deprit 《Celestial Mechanics and Dynamical Astronomy》2001,79(3):157-182
The relegation algorithm extends the method of normalization by Lie transformations. Given a Hamiltonian that is a power series = 0+ 1+ ... of a small parameter , normalization constructs a map which converts the principal part 0into an integral of the transformed system — relegation does the same for an arbitrary function [G]. If the Lie derivative induced by [G] is semi-simple, a double recursion produces the generator of the relegating transformation. The relegation algorithm is illustrated with an elementary example borrowed from galactic dynamics; the exercise serves as a standard against which to test software implementations. Relegation is also applied to the more substantial example of a Keplerian system perturbed by radiation pressure emanating from a rotating source.This revised version was published online in October 2005 with corrections to the Cover Date. 相似文献
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309.
A non-hydrostatic numerical model, the Regional Atmospheric Modeling System (RAMS), has been used to investigate the development of katabatic jumps in Coats Land, Antarctica. In the control run with a 5 m s-1downslope directed initial wind, a katabatic jump develops near the foot of the idealized slope. The jump is manifested as a rapid deceleration of the downslope flow and a change from supercritical to subcritical flow, in a hydraulic sense, i.e., the Froude number (Fr) of the flow changes from Fr > 1 to Fr> 1. Results from sensitivity experiments show that an increase in the upstream flow rate strengthens the jump, while an increase in the downstream inversion-layer depth results in a retreat of the jump. Hydraulic theory and Bernoulli's theorem have been used to explain the surface pressure change across the jump. It is found that hydraulic theory always underestimates the surface pressure change, while Bernoulli's theorem provides a satisfactory estimation. An analysis of the downs balance for the katabatic jump indicates that the important forces are those related to the pressure gradient, advection and, to a lesser extent, the turbulent momentum divergence. The development of katabatic jumps can be divided into two phases. In phase I, the t gradient force is nearly balanced by advection, while in phase II, the pressure gradient force is counterbalanced by turbulent momentum divergence. The upslope pressure gradient force associated with a pool of cold air over the ice shelf facilitates the formation of the katabatic jump. 相似文献
310.