A time-dependent numerical model of the mild-slope equation

On the basis of the previous studies, the simplest hyperbolic mild-slope equation has been gained and the linear time-dependent numerical model for the water wave propagation has been established combined with different boundary conditions. Through computing the effective surface displacement and transforming into the real transient wave motion, related wave factors will be calculated. Compared with Lin’s model, analysis shows that calculation stability of the present model is enhanced efficiently, because the truncation errors of this model are only contributed by the dissipation terms, but those of Lin’s model are induced by the convection terms, dissipation terms and source terms. The tests show that the present model succeeds the merit in Lin’s model and the computational program is simpler, the computational time is shorter, and the computational stability is enhanced efficiently. The present model has the capability of simulating transient wave motion by correctly predicting at the speed of wave propagation, which is important for the real-time forecast of the arrival time of surface waves generated in the deep sea. The model is validated against analytical solution for wave diffraction and experimental data for combined wave refraction and diffraction over a submerged elliptic shoal on a slope. Good agreements are obtained. The model can be applied to the theory research an d engineering applications about the wave propagation in a biggish area.     

A new analytical solution of tidal water table fluctuations in a coastal unconfined aquifer

This paper presents a new perturbation solution of the non-linear Boussinesq equation for one-dimensional tidal groundwater flow in a coastal unconfined aquifer. Built upon the work of Parlange et al. [Parlange, J.-Y., Stagnitti, F., Starr, J.L., Braddock, R.D., 1984. Free-surface flow in porous media and periodic solution of the shallow-flow approximation, J. Hydrol., 70, 251–263], the solution adopts a new perturbation parameter that is by definition less than unit, and thus is applicable to a wider range of physical conditions within the constraint of the Boussinesq approximation. This approach avoids a secular term in the third-order perturbation equation of Parlange et al. (1984), enabling the derivation of the third- and higher-order solutions. In comparison with a numerical (“exact”) solution, the new perturbation solution is shown to be slightly more accurate than that of Parlange et al. (1984) with the second-order approximation. The obtained third-order solution exhibits considerable improvement in accuracy. In relatively simple analytical forms, the present perturbation solution will help to understand better the non-linear characteristics of tidal water table fluctuations in as modeled by the non-linear Boussinesq equation coastal unconfined aquifers.     

近场立交成因模式及强震预报

详细地讨论了强震孕育的近场立交成因模式,将其应用于强震的预报,并提出了强震预报的思路.作者还进一步讨论了横向断层对传播断层的止裂条件及深部断层的存在等问题.     

南黄海地震区的地震活动性研究

北纬３１°—３５°、东经１１９°—１２５°范围内的南黄海地震区,中强地震活动频繁,这主要是由一组北北东向和北西—北西西向共轭走滑活动断层及张性铲形活动断层引起的,该区内的中强震活动具有准周期性,震中呈东移趋势,区内地震在原地或同一构造部位重复发生的概率比较高,且空间分布是不均匀的,其中,海域地震强度明显高于陆域地震,在第Ⅲ、Ⅳ地震活跃期内,中强震主要发生在北纬３３°±１°、东经１２１°±１°所在的南黄海海域的南部盆地,本区第Ⅳ活跃期内中强地震的活动水平与近期内中小地震的活动水平相当,同时,海域地震还具有成丛性及５７ 年、６ 年的节律,地震震中具有南北迁移的特征     

鄂尔多斯地块地壳内S波衰减特征的研究

采用分布于鄂尔多斯地块及其周缘的32个地震台站记录到的19次地震事件共487条数字化波形记录, 利用遗传算法反演得到了整个鄂尔多斯地块地壳内S波的三段几何扩散参数、S波非弹性衰减Q值随频率变化的关系式、32个台站的场地响应以及19次地震的震源参数. 计算结果表明, 鄂尔多斯地块地壳内S波非弹性衰减在1 Hz处的Q值比地质构造活跃地区的结果要大得多. 32个地震台站的场地响应在高频部分除个别台站外基本没有表现出明显的放大效应,但在低频区间部分台站之间有一定的差异. 19次地震事件的地震矩对数值与震级ML有很好的线性关系.      

An analytical model for evaluating the dynamic response of a tunnel embedded in layered foundation soil with different saturations

This paper proposes an analytical model for evaluating the dynamic response of an underground railway tunnel in layered foundation soil with different saturations. The soil is modeled as layered media, and the circular tunnel lining is modeled as an infinite Flügge cylindrical shell. The separation of variables method is used to solve the motion equation of the shell, and the wave equation of the soil is solved using the Helmholtz decomposition theorem. A dynamic matrix reflecting the wave vecto...     

江西省云水资源特征分析

利用江西周边11个探空站资料与江西省内84个站1959—2007年降水资料,根据天气学原理和数理统计学方法,对江西省大气中总水汽量、总云水量、水汽交换次数、水汽更新率、实际总降水量等进行计算分析。结果表明:总水汽量、总云水量最大值均出现在6月(1975年),最小值出现在12月(1963年);中度干旱频率区域总云水量值最大,轻度干旱频率区域总云水量值最小;水汽交换次数平均为7.23次/月;水汽更新率平均4.22天/次;总水汽量、总云水量的地理分布呈北部高、南部低趋势分布;总水汽量、总云水量、总降水量相关性比较好,年变化呈现多峰型。     

江淮地震区的地震活动性研究

江淮地震区是以５－６级地震为主的中强地震活动区,其地震活动存在百年尺度和数十年尺准周期性,中强地震活动存在东移和逆时针迁移二种运动,１９９０年以来本区与华北及华南地区的交界带地震活跃。根据以上分析贝斯估计、地震复发的条件概率预测、下世纪初可能发生６级左右地震,位置估计在本区东部的南黄海海域,苏、皖交界也有发生中等以上地震的可能。     

江苏省地震监测信息化架构研究

在全面梳理江苏省地震监测业务体系的基础上,运用信息工程及信息资源管理的理念和方法,给出了一种江苏省地震监测信息化架构模型,以期对地震监测体系信息化管理具有一定参考作用,并为信息系统设计与开发提供全程统一的规划。