边坡稳定离心模型试验中离心力分布不均匀的影响   总被引：5，自引：0，他引：5  

陈丛新 《岩土力学》1994,15(4):39-45

边坡稳定离心模型试验中离心力分布不均匀会给试验结果带来误差。本文用圆弧滑动计算法探讨了这种误差的大小、影响因素及变化规律，提出了减少误差的措施。  相似文献   

用误差椭圆分析正直,交向摄影的点位精度     

周光文 《四川测绘》1994,17(4):150-156

本文应用几何法推导出正直、文向摄影的点位精度公式和计算点位误差椭圆参数公式，由此用于点位精度分析。  相似文献   

THE INSTABILITY OF TRAJECTORY AND ERROR GROWTH^*          下载免费PDF全文

Li Zhijin  Ji Liren 《Acta Meteorologica Sinica》1994,8(4):392-402

The purpose of this paper is to study the dynamical mechanism of error growth in the numerical weather prediction.The error is defined in the sense of generalized energy,simply called energy error.From the spectral form of the primitive equations,we have derived the evolution equations of error in detail.The analyses of these equations have shown that the error growth rate is determined by the tangent linear equations.The nonlinear advection caused by the error perturbation itself contributes nothing to the error growth rate,and only redistributes the error.Furthermore,an approach to calculation of the error growth rate has been developed,which can also be used to study the local instability of time-independent basic state as well as time-dependence basic state.This approach is applied to well-known Lorenz's system,and the results are indicative of the correctness and significance of the theoretical analyses.  相似文献   

BD—1标定信号发生器研制原理及性能     

张秀艳 《东北地震研究》1994,(3)

为提高标定仪器的技术性能和功能，满足台网地震遥测系统分段标定的使用要求，研制了ＢＤ—１型标定信号发生器．该仪器采用比较先进的单板机技术，用数字合成的方法产生标定需要的十八点频正弦波信号．  相似文献   

北京塔院井水位短临预报指标的研究          下载免费PDF全文

张大维  田竹君 《地震地质》1994,16(2):179-187

对塔院井３年水位、气压、固体的逐时值进行一系列数据处理，并用三角多项式拟合以消除年周期影响，把水位日气压系数和水位残差日均方差的余差作为塔院井短临预报指标，改进了水位前兆异常的提取方法。同时用熵的概念对这两个参数做出较客观的评价，计算出它们的前兆效益水平分别达到０．６５和０．５９，说明其较好的反映了地震的前兆信息  相似文献   

地下水动态观测网优化设计研究   总被引：4，自引：0，他引：4  

仵彦卿 《地质灾害与环境保护》1994,5(3):56-64

本文采用状态空间分析法,通过对地下水流系统输入变量、输出变量及地下水动态测量值的研究,提出了地下水流系统确定一随机性数值模型。运用该模型的模拟解,进行地下水动态观测网优化设计。该方法把地下水动态观测网密度、位置及观测频率优化与地下水流系统结合起来研究。为了克服该模型计算量大的缺陷,本文提出了一种改进算法,使这一观测网优化方法适于在微机上实现,减少了计算工作量。该方法曾用于陕西某地区地下水位动态观测网的优化设计,取得了显著经济效益。  相似文献   

A statistical analysis of exploration geochemical data for uranium   总被引：1，自引：0，他引：1  

D. D. Sarma  G. S. Koch Jr. 《Mathematical Geology》1980,12(2):99-114

This paper describes a statistical analysis of reconnaissance exploration geochemical data for uranium. Three sets of data were analyzed, as they related to: (a) Charlotte-Winston-Salem and (b) Charlotte two-degree NTMS quadrangles of the south-eastern U.S.A. The coefficient of variation for uranium in each of the three sets of data was less than unity and hence no transformation of the original variable was needed. These data were subjected to correlogram analysis. A first-order Markovian model of the type: Y₀ exp (-a |p|) was fit by the least-squares method to serial correlation coefficients of these data using the method proposed by Deming (1948). The model was tested by computing the variance-volume relationship for assumed individual blocks of unit length. The noise in the input (record) was eliminated by the application of an optimum bilateral exponential smoothing technique developed by Agterberg. A comparison of spectral density estimates obtained by a maximum entropy method employing Yule-Walker equations and the Burg algorithm was also made. The prediction error coefficients needed to determine the order of the autoregressive process and hence the spectral densities were determined in both cases for the three sets of data.On leave from National Geophysical Research Institute, Hyderabad-7, India.  相似文献   

On the estimation of the generalized covariance function   总被引：1，自引：0，他引：1  

T. H. Starks  J. H. Fang 《Mathematical Geology》1982,14(1):57-64

The estimation of the generalized covariance function, K, is a major problem in the use of intrinsic random functions of order k to obtain kriging estimates. The precise estimation by least-squares regression of the parameters in polynomial models for K is made difficult by the nature of the distribution of the dependent variable and the multicollinearity of the independent variables.  相似文献   

一种土木工程结构变形测量误差校正方法     

吴泽献 《北京测绘》2021,35(2):245-249

在实际校正土木工程结构变形测量误差时,存在冗余误差信息干扰,导致最终校正误差数值过小,针对这一不足,研究一种土木工程结构变形测量误差校正方法。计算工程结构沉降系数,预测测量误差,采用一个抗干扰能力较好的最小平方距离相关函数,消除冗余信息干扰,建立误差校正模型,完成校正方法的研究。实验制造工程结构构件,模拟工程测量环境,与两种传统校正方法进行对比实验,结果表明:与传统误差校正方法相比,文中校正方法的校正数值更大。  相似文献   

Aerial perspective for shaded relief     

Bernhard Jenny  Tom Patterson 《制图学和地理信息科学》2021,48(1):21-28

ABSTRACT

Aerial perspective is an essential design principle for shaded relief that emphasizes high elevation terrain using strong luminance contrast and low elevations with low contrast. Aerial perspective results in a more expressive shaded relief and helps the reader to understand the structure of a landscape more easily. We introduce a simple yet effective method for adding aerial perspective to shaded relief that is easy to control by the mapmaker.  相似文献