黑龙江气候变暖的时空变化特征

进入80年代以来，黑龙江气温明显变暖，近120年来年平均气温上升1.4℃，春季次之，气温突变在1990年前后，从年、各季平均气温变化趋势与全国北半球及全球气温变化进行比较，年及冬季我国增暖中心在黑龙江，春季增暖中心在内蒙古北部及黑龙江省；夏秋增暖不明显，但仍有上升趋势，近50年来，50～70年代黑龙江省及全国各大区域普遍增暖不明显，80年代开始黑龙江省增暖明显，三北地区次之，90年代黑龙江增暖更加明显，而全国及其他区域上升已达到80年代北方增温幅度，这里从黑龙江变暖的事实，突变时间，与全球、北半球、全国区域的气温及雪盖海温变化关系来揭示黑龙江气候变化的时空特点。     

显式自由表面模型时间分裂格式的一个积分方案

讨论了有关显式自由表面模型的时间分裂格式中的分裂误差。在传统的积分方案中，由于采用蛙跳格式，斜压动量方程具有三层的时间离散结构，但是，正压动量方程在相应的时间层上只有二层的离散结构。因此，正压方程与斜压方程的时间离散结构是不相容的。分析结果表明，这是导致分裂误差的原因。本提出一种能保持时间离散结构相容的正压和斜压方程的时间积分方案。该积分方案的分裂误差很小因此特别适合于需要长期积分的气候研究。该方案在北太平洋的一个自由表面模型中得到了应用。     

Electrical aerosol spectrometer of Tartu University

The electrical aerosol spectrometer (EAS) of the parallel measuring principle at Tartu University is an efficient instrument for rapid measurement of the unstable size spectrum of aerosol particles. The measuring range from 10 nm to 10 μm is achieved by simultaneously using a pair of differential mobility analyzers with two different particle chargers. The particle spectrum is calculated and measurement errors are estimated in real time by using a least-squares method. Experimental calibration ensures reliability of measurement. The instrument is well suited for continuous monitoring of atmospheric aerosol.     

东天山晚古生代内生金属矿床成矿系列和成矿规律

东天山造山带是我国重要的金铜矿产富集区之一，通过初步研究，按照成矿系列的学术思想将区内金属矿床划分为6个矿床成矿亚系列，并对每个成矿亚系列形成的构造环境和主要地质作用进行了简要论述，进而探讨了该地区区域成矿规律与构造演化的关系，总结了该地区构造活动的时－空演化导致该地区独具特色的内生金属矿床侧向分带现象。     

雷达遥感在澜沧江中下游地区锰矿调查评价中的应用

澜沧江吓游地区地处热带-亚热带，植被及第四系覆盖严重，应用雷达遥感技术可以初步揭露植覆盖，利用SAR图像识别主要岩石类型和构造形式，并圈定了主要含锰岩系，进而确定了成锰有利地段。     

GPS进行长边控制测量分析

采用基准和基准转换模型的不同会导致GPS观测边长与坐标计算边长不一致。因此由GPS测量的WGS－84坐标系向我国的北京54坐标系转换计算时，应尽可能选择参考点作对比分析。若满足精度要求，可采用全国精密参数作转换计算，若不能满足精度要求或达不到实测点的定位精度，可先将边长作高程异常改正，再对起算点作方位改正。     

Study on effects of damping in laminated rubber bearings on seismic responses for a ⅛ scale isolated test structure

The effects of damping in various laminated rubber bearings (LRB) on the seismic response of a ?‐scale isolated test structure are investigated by shaking table tests and seismic response analyses. A series of shaking table tests of the structure were performed for a fixed base design and for a base isolation design. Two different types of LRB were used: natural rubber bearings (NRB) and lead rubber bearings (LLRB). Three different designs for the LLRB were tested; each design had a different diameter of lead plug, and thus, different damping values. Artificial time histories of peak ground acceleration 0.4g were used in both the tests and the analyses. In both shaking table tests and analyses, as expected, the acceleration responses of the seismically isolated test structure were considerably reduced. However, the shear displacement at the isolators was increased. To reduce the shear displacement in the isolators, the diameter of the lead plug in the LLRB had to be enlarged to increase isolator damping by more than 24%. This caused the isolator stiffness to increase, and resulted in amplifying the floor acceleration response spectra of the isolated test structure in the higher frequency ranges with a monotonic reduction of isolator shear displacement. Copyright © 2002 John Wiley & Sons, Ltd.     

Numerical Analysis of Space–Time Finite Element Formulations for Miscible Displacements

A finite element formulation is proposed to approximate a nonlinear system of partial differential equations, composed by an elliptic subsystem for the pressure–velocity and a transport equation (convection–diffusion) for the concentration, which models the incompressible miscible displacement of one fluid by another in a rigid porous media. The pressure is approximated by the classical Galerkin method and the velocity is calculated by a post-processing technique. Then, the concentration is obtained by a Galerkin/least-squares space–time (GLS/ST) finite element method. A numerical analysis is developed for the concentration approximation. Then, stability, convergence and numerical results are presented confirming the a priori error estimates.     

中超长钻孔灌注桩的沉降计算

针对现有的桩基沉降计算理论不仅难以完整地描述桩－土系统的复杂程度，在应用上也难以满足各方面的要求，根据中超长钻孔灌注桩的实际情况，采取一些合理的简化措施后，提出了一种实用的桩基沉降计算方法，实例分析表明，该方法可较好地预测桩的沉降量。