Genetic algorithms for symbolic clustering

This paper introduces a novel methodology for clustering of symbolic objects by making use of Genetic Algorithms (GAs). GAs are a family of computational models inspired by evolution. These algorithms encode potential solutions to specific problems on simple chromosome-like data structures and apply recombination operators to these structures so as to preserve critical information. A new type of representation for chromosome structure is presented here along with a new method for mutation. The efficacy of the proposed method is examined by application to numeric data of known number of classes and also to assertion type of symbolic objects drawn from the domain of fat oil, microcomputers, microprocessors and botany. The validity of the clusters obtained is examined.     

条形药包药量计算公式探讨

本文通过现有诸药量计算公式的总结和统计分析，认为经验函数划（ｎ）以二次式较合适。并根据流体动力学理论和临界能量密度破碎准则，推导出ｆ（ｎ）的二次项公式，得ｑ＝ＫＷ２（１十ｎ２）／２；该式较符合实际，故推荐供参考。     

二滩电厂双缸液压启闭机原理及故障分析

二滩电厂表孔采用弧形门,启闭形式为双缸液压启闭机.自投入运行以来,运行状况良好.汛期启闭方式已由原来的现地手动操作过渡到远方控制自动启闭.在闸门起落的过程中,由于工况的不同,两缸会出现不同步现象,因此设计中考虑了纠偏回路.本文简单介绍了二滩电厂表孔液压启闭机的原理和故障情况.     

丰城电厂1～4号循环水泵电机线圈温度异常分析及处理

分析了循环水泵电机线圈温度高的原因，提出处理温度高的措施并实施。     

Three-dimensional stability analysis of the dam foundation at Baise

It is usually difficult to determine the actual safety factors of rock masses in an ordinary two-dimensional stability analysis if the safety factors of the different cross sections in the rock mass vary significantly. In addition to the actual slope, arch dam abutment, and the actual foundation of a high building, another example is that the different cross sections of the foundation in the monolith of a gravity dam vary significantly, just like the condition at the overflow dam in the Baise project. A three-dimensional stability analysis method based on the upper-bound theorem was employed to solve this problem. The parameters used in the analysis were obtained from geomechanics tests, as well as continuity simulations of the randomly distributed joints. Two failure patterns against sliding are analyzed. One pattern is the foundation slide along deep-seated planes which were determined by calculations. The other pattern is the foundation slide along the planes across the bottom of the high steps in the foundation pit. The results indicate that a special overflow dam monolith can be considered to be safe in case of considering the three dimensional effect. However, a key wall with a depth of 5m must be constructed at the upper side of this monolith in order to ensure the safety of the foundation. Translated from Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 533–538 [译自: 岩土力学与工程学报]     

非饱和土壤水分运动数值模拟研究综述

土壤水是地表水和地下水联系的纽带，在水循环过程中起着重要作用，它和农业、水文、环境等领域有着密切关系。本文从土壤水分运动机理出发，评述了国内外水力参数取值方法和数值模拟的研究动态，对非饱和土壤水分运动数值模拟传统的有限元和有限差分研究方法进行了综合分析，并讨论了两种改进的数值计算方法——有限元质量集中法和有限体积法。本文认为非饱和土壤水分运动的数值模拟虽然取得了一些进展，但对土壤水分运动较为复杂的情况仍然手段有限，该领域的研究工作有待继续深化。     

新型废水厌氧处理工艺——内循环厌氧反应器

介绍内循环(IC)厌氧反应器的发展、基本结构、运行机理。分析该反应器的工艺过程,指出该工艺具有处理效率高、抗冲击能力强等优点。针对IC反应器存在的缺陷,人们对该反应器进行技术改进:通过提高它的内循环的气量进行处理低浓度有机废水;增加外循环装置缩短IC反应器的启动周期。     

陕西省引红济石调水工程1#支洞塌方原因分析及对策

塌方是隧洞施工过程中经常遇到的难题,本文针对引红济石工程1#支洞在施工过程中出现的两次塌方原因进行分析,总结出隧洞施工过程中避免塌方的主要方法和策略,具有普遍的借鉴意义。