贝赛尔大地主题解算分析

贝赛尔大地主题解算是少数适合长距离大地主题计算的方法之一。文章通过对贝赛尔大地主题解算进行计算分析,发现贝赛尔大地主题反算中的大地线长计算精度受起点方位角的影响很大,误差可达8m。为了消去这一巨大误差,本文提出在大地主题反算时互换大地线起点和终点的方法,计算结果表明该方法可以有效消除方位角对大地线长误差的影响。     

用Excel2003和CGIS计算村庄压煤储量的简便方法

本文主要阐述了利用Excel2003和CGIS结合计算村庄压煤储量的简便方法。这种方法较之以前原始的计算村庄压煤的方法很简便,节省了时间和人力、财力,可以说是十分行之有效的方法。     

关于在平行断面法资源／储量估算中限制使用梯形体公式的建议

通过理论推导,指出在平行断面法资源／储量估算中,在块段相邻剖面不具有相等对应边的情况下,梯形体公式只是一个近似估算公式,存在着一定的误差。而截面圆锥体公式则是一个精确的通用公式,其使用不受相对面积差大小的限制。因此,在这种情况下,建议放弃使用梯形体公式,而统一使用截面圆锥体公式。     

水准式光电测距三角高程的再认识与反思

传统的水准式光电测距方法存在着理论上的缺陷,这种缺陷导致了测量精度的降低.从球面几何学的原理出发,探讨了水准式光电测距三角高程测量的原理,推导出了光电测距三角高程测量的严密计算公式,给出了水准式光电测距三角高程测量的实用计算公式.     

两相介质近场波动模拟的一种解耦有限元方法

本文将求解近场波动问题的一种解耦技术推广到两相介质,得到了一种求解两相介质近场波动问题的直接解耦方法,包括集中质量有限元模型、时域显式积分格式和局部人工边界条件. 首先应用加权残数法,并依据波动模拟的精度要求,得到了两相介质集中质量有限元模型. 然后,结合两相介质中波动的衰减特性,实现了透射边界在两相介质近场波动中的运用. 最后,通过数值实验,并与解析解对比,验证了本文方法的有效性.     

Effect of consolidation ratios on maximum dynamic shear modulus of sands

The dynamic shear modulus (DSM) is the most basic soil parameter in earthquake or other dynamic loading conditions and can be obtained through testing in the field or in the laboratory. The effect of consolidation ratios on the maximum DSM for two types of sand is investigated by using resonant column tests. And, an increment formula to obtain the maximum DSM for cases of consolidation ratio κc>1 is presented. The results indicate that the maximum DSM rises rapidly when κc is near 1 and then slows down, which means that the power function of the consolidation ratio increment κc-1 can be used to describe the variation of the maximum DSM due to κc>1. The results also indicate that the increase in the maximum DSM due to κc>1 is significantly larger than that predicted by Hardin and Black's formula.     

嵌入式GIS导航系统中快速偏航算法的设计与实现

诸如汽车拉力赛等特殊领域的车载导航系统中,需要在资源有限的嵌入式GIS平台上,满足地图快速刷新前提下实现偏航算法的实时性,为此本文改进了比较耗时的欧氏浮点距离计算公式,采用定点整型数描述空间位置,并用移位运算代替乘除计算.理论分析和测试结果表明,改进算法带来的相关误差符合导航需求,改进算法显著提高了一般偏航算法的实时性...     

Evaluation of the compression index of soils using an artificial neural network

The compression index is a one of the important soil parameters that is essential to geotechnical designs. As the determination of the compression index from consolidation tests is relatively time-consuming, empirical formulas based on soil parameters can be useful. Over the decades, a number of empirical formulas have been proposed to relate the compressibility to other soil parameters, such as the natural water content, liquid limit, plasticity index, specific gravity, and others. Each of the existing empirical formulas yields good results for a particular test set, but cannot accurately or reliably predict the compression index from various test sets. In this study, an alternative approach, an artificial neural network (ANN) model, is proposed to estimate the compression index with numerous consolidation test sets. The compression index was modeled as a function of seven variables including the natural water content, liquid limit, plastic index, specific gravity, and soil types. Nine hundred and forty-seven consolidation tests for soils sampled at 67 construction sites in the Republic of Korea were used for the training and testing of the ANN model. The predicted results showed that the neural network could provide a better performance than the empirical formulas.     

潜水完整井抽水时水跃值研究

针对艾连别格尔水跃值经验公式,用最小二乘法对其进行修正。通过实例对修正前后两公式进行验证,得出如下结论：艾连别格尔的水跃值经验公式过于保守,误差很大,而经最小二乘法修正后的公式能更好的反应实际情况,误差明显减小。说明修正后的公式更适用于实际工程。