某水电站心墙坝和面板坝沉降变形比选研究

某拟建坝基覆盖层深,层厚变化大,物质多样,物质分布不均,坝基沉降量大,不均匀沉降显著.采用分层总和法和三维数值模拟,对心墙坝和面板坝两种坝型的坝基沉降变形进行分析评价.发现两种坝型的坝基覆盖层沉降变形和不均匀沉降均未超过规范量值,但面板坝沉降量和沉降差皆优于心墙坝.     

THE EVALUATION OF ECO－ENVIRONMENTAL SUSCEPTIBILITY TO HUMAN ACTIVITY IN YULIN REGION

ＴＨＥＥＶＡＬＵＡＴＩＯＮＯＦＥＣＯ－ＥＮＶＩＲＯＮＭＥＮＴＡＬＳＵＳＣＥＰＴＩＢＩＬＩＴＹＴＯＨＵＭＡＮＡＣＴＩＶＩＴＹＩＮＹＵＬＩＮＲＥＧＩＯＮ陈利顶，傅伯杰ＴＨＥＥＶＡＬＵＡＴＩＯＮＯＦＥＣＯ－ＥＮＶＩＲＯＮＭＥＮＴＡＬＳＵＳＣＥＰＴＩＢＩＬＩ...     

一类与算子有关的级数转化公式

利用算子之间的相互关系将算子g(xΔ)展成3种不同的形式,构造一些级数转化公式,并结合Eulerian多项式简化这些级数转化公式、最后讨论这些级数转化公式在寻找求和公式及组合恒等式证明中的一些应用。     

Amplification of strong ground motion in the city of Zagreb, Croatia, estimated by computation of synthetic seismograms

A hybrid technique consisting of modal summation and subsequent finite differences modelling is applied for the computation of synthetic accelerograms along a profile crossing the city of Zagreb, the capital of Croatia. Assuming the source geometry is known, the amplification properties of the underlying soil may be determined by comparison of synthetics and their response spectra computed for a bedrock model with the ones obtained under the assumption of a realistic laterally varying local model. The peak ground acceleration is larger by a factor of up to 3.5 than the value obtained for the bedrock model. The amplification of the response spectra is most prominent for frequencies below 2 Hz, and increases sharply to the SW from the mapped fault running through the centre of the city.     

GPS网先验误差的选择与加权配置

分析了先验误差对于GPS网平差的意义 ,指出先验误差的计算及确定的一些方法 ;最后说明如何在GPS网平差中进行加权配置。     

Seismic monitoring of explosions: a method to extract information on the isotropic component of the seismic source

The design of a monitoring system for detecting explosions is a very topical problem, both for routine data processing at seismological observatories as well as for the monitoring of a Comprehensive Test Ban Treaty. In this framework it is desirable to have the possibility to quantify the presence of the isotropic component in the seismic source. For this purpose a method is presented, which is based on waveform inversion for the full moment tensor retrieval. The method inverts either full waveforms or separate seismic phases and returns the mechanism and time history of a point source. Moreover, it allows to redefine the hypocentral depth of the event and, in a simplistic way, to optimize the structural model as well. In order to model strong laterally heterogeneous structures, different pairs of structural models can be used for each source-receiver path. The source is decomposed into a volumetric part (V), representing an explosive or implosive component, and into a deviatoric part, containing both the double couple (DC) and the compensated linear vector dipole (CLVD) components. The method is applied to an area in central Switzerland and to the network of the Swiss Seismological Service. The events of interest include both earthquakes and explosions. Despite some modelling inadequacies of the source-time function, the explosions can be well identified with the inverted isotropic component in the source, as long as the number of stations used for the inversion is larger than three. The results of the inversion are better for large epicenter-station distances of the order of 40–90 km.     

基于Clenshaw求和法的重力场元计算

重力场计算中,经常需要计算以有限阶球谐级数表示的重力场元。常规计算中除需存储(N 1)^2个系数值外,还需迭代计算出(N 2)(N 1)／2个完全正常化勒让德函数值。Clenshaw求和法不需要计算单个球谐函数值而直接计算级数和,因而计算速度上有所提高。总结了球谐函数的零阶导数级数和,并推导了一阶导数级数和。通过数值试验,对于任意点的重力场元,使用C1enshaw求和法计算零阶导数球谐函数和比常规方法节省一半的时间,一阶导数球谐函数之和的计算速度提高幅度不大,并分析了其中的原因。