基于生物启发计算的警用流动人口分析系统

目前对流动人口的管理仅停留在数据查询比对和简单统计上,缺少对数据的深层次分析,难以对决策指挥提供支持。针对流动人口的分析问题,提出了构建一个基于生物启发计算的智能分析系统,用于发现流动人口中各类人员的流动模式以及流动人口的趋势性问题,找出异常的流动信息和模式。该系统综合运用了前沿的生物启发计算技术——基于多层染色体基因表达式编程算法、重叠基因表达进化算法、基于概念相似度神经网络分类模型和层次距离计算的聚类算法搭建了一个警用流动人口的分析平台。同时根据实际需求,提出了一种新的基于智能分析结果的分级报警模型。实验表明系统具有较高的性能和实用性。     

水下隧道穿越管道保护效果测试评价

本文通过对四川气田北干线涪江隧道穿越管道阴极保护电参数的现场测试，取得了实际可信的基础数据，验证了处于水下隧道洞内的穿越段管道，能得到陆上强制电流阴极保护系统的有效保护，保护电流所必经的岩石层和锚喷钢筋混凝土层对保护电流没有构成屏蔽的结论，对管道工程设计和运行管理具有指导作用。     

蒙特·卡罗方法的现状和展望

通信网络、输电网络、集成电路网络、交通网络等网络现今已遍布社会生活的各个方面,它们的可靠性关系到国计民生,对它们可靠性研究有十分重要的意义。由于通信网络等的复杂度,对通信网络的系统可靠性分析具有相当大的难度,所以本文蒙特.卡罗方法对通信网络系统可靠性分析进行了深入的研究。     

A new similarity computing method based on concept similarity in Chinese text processing

The paper proposes a new text similarity computing method based on concept similarity in Chinese text processing. The new method converts text to words vector space model at first, and then splits words into a set of concepts. Through computing the inner products between concepts, it obtains the similarity between words. The new method computes the similarity of text based on the similarity of words at last. The contributions of the paper include： 1） propose a new computing formula between words; 2） propose a new text similarity computing method based on words similarity; 3） successfully use the method in the application of similarity computing of WEB news; and 4） prove the validity of the method through extensive experiments.     

基于基础测绘信息的四川省防汛决策支持系统初步研究

以四川省基础测绘信息成果为基础,从辅助防汛指挥决策的角度研究了四川防汛决策支持系统的策略和目标,初步构建了四川省防汛决策支持系统,并将成果应用于2012年防汛实际工作,取得了良好的社会和经济效益,研究的支持策略和模型方法对其他地区防汛决策支持系统的建立具有一定的参考意义和实用价值。     

清单模式下石油天然气建设项目造价管理研究

阐述石油天然气工程建设项目和工程造价的特点,分析目前中国石油天然气建设工程项目工程造价管理中遇到的问题,对比国际通行的工程造价管理模式。在此基础上,对我国石油建设工程量清单的特点进行分析,探讨石油天然气建设工程项目工程造价管理模式及计价方式改革。     

山区河流船闸支墩浮式导航墙浮囤潜水渡洪

主要介绍了山区河流枢纽上游引航道外导航墙的工作条件,通过几种上游引航道外导航墙常用形式的比较,提出一种在中低水级的河床式枢纽上较为适用的支墩浮式导航墙结构形式.然而由于山区河流洪水暴涨暴落、峰谷悬殊,使得这种形式的导航墙,要么采用高大的支墩,要么渡洪时浮囤拆卸、系泊困难.为此,结合嘉陵江草街船闸的实际布置,提出了浮囤潜水渡洪的方案,既节约工程投资,又解决了渡洪问题.文中着重介绍了导航墙浮囤的主要结构及浮囤潜水渡洪的原理及过程,突出其建筑物高程低于设计洪水,汛期渡洪无须专人驻船管理的优点.     

Influence of boundary conditions on the cooling effect of crushed-rock embankment in permafrost regions of Qinghai–Tibetan Plateau

The crushed-rock layer is a highly porous medium that has been used to ensure the stability of embankment in permafrost regions. At present, depending on different boundary conditions (impermeable and permeable) of crushed-rock layer in embankment, the crushed-rock embankments are divided into two kinds of structures in the construction of Qinghai–Tibetan railway in China. One is a closed-boundary crushed-rock embankment; the other is an open-boundary crushed-rock embankment. In order to investigate the influence of boundary conditions (impermeable and permeable) on the cooling effect of a crushed-rock embankment, two numerical models of the unsteady two-dimensional hydrokinetic equations for incompressible fluid are presented to analyze the velocity and temperature characteristics of crushed-rock embankment with different embankment heights under impermeable and permeable boundary conditions for a period of 50 years. The results indicate: (1) the boundary conditions (impermeable and permeable) of crushed-rock embankment can have a very large impact on the heat transfer pattern within it in windy permafrost regions of Qinghai–Tibetan Plateau. The cooling effect of the closed crushed-rock embankment mainly relies on natural convection within crushed-rock layer, which is caused by the thermal boundary condition, but the cooling effect of the open crushed-rock embankment is due to the heat transfer enhancement because of internal forced convection induced by the external low temperature air flow (wind); (2) from the temperature distributions of crushed-rock embankments, it can be found that, under the assumption that the air temperature will be warmed up by 2.6 °C in a period of 50 years and in the areas where the mean annual air temperature is − 4.0 °C, when embankment is low, the cooling effects of crushed-rock embankment have no obvious difference under the two boundary conditions, and the cooling effect of closed crushed-rock embankment is only a little better than that of open one; however, when embankment is high, the boundary conditions cause a distinct influence on the temperature distribution of crushed-rock embankment, and the cooling effect under the permeable boundary condition is far better than that under the impermeable boundary condition. However, the asymmetric temperature distribution problem of the high crushed-rock embankment, caused by permeable boundary and external wind, must be considered when it is designed and constructed.     

地下储气库注采井不同井段水泥环密封性能实验

针对我国西南地区首座地下储气库——相国寺储气库投产后注采井出现较大比例的B环空异常带压问题,采用室内实验的方法,根据注采井100 m、900 m、2 000 m垂深处温度和压力差异,设计了不同的水泥石养护温度和加载围压,并采用小尺寸的水泥环完整性测试装置基于应力等效原理测试了从井底到井口水泥环在试压和注采时的密封能力。实验结果表明:①井筒不同深度段水泥候凝温度和围压差异较大,同一种水泥浆体系在实际固井后沿井筒深度具有不同的机械性能,导致不同井段水泥环密封性能存在着巨大的差异;②交变载荷会导致水泥环的压实和累积损伤,加剧水泥环的密封失效;③注采井2 000 m处水泥环在试压和注采工况条件下,密封性完好,没有发生泄漏,1 000 m处水泥环在试压工况下能保持完好,在循环交变载荷下存在着水泥环密封失效的现象,井口附近100 m处水泥环在试压工况和注采工况时均出现了泄漏;④实验结果揭示,在试压和注采工况下,井筒中上部水泥环密封失效是造成B环空异常带压的根本原因。结论认为,该研究成果可以为提高地下储气库注采井固井水泥环密封的可靠性提供实验数据支撑。     

方钢管混凝土框架内置两侧开洞薄钢板剪力墙的抗震性能研究

分别对单跨2层1/3比例的方钢管混凝土框架内置两侧开洞薄钢板剪力墙和未开洞薄钢板剪力墙进行了低周反复荷载试验,对比分析了方钢管混凝土框架内置薄钢板剪力墙的受力机理和破坏机制。采用有限元软件ABAQUS对试验试件进行了非线性数值分析,并将数值分析结果与试验结果进行对比,研究其抗震性能。结果表明：方钢管混凝土框架内置两侧开洞和未开洞薄钢板剪力墙均具有较高的承载力、良好的耗能能力和刚度,破坏机制符合“弱板强框架”的抗震理念,基本达到双重抗震设防目标。利用有限元足尺模型研究了钢板剪力墙开洞率、轴压比对结构抗震性能的影响,结果表明：开洞率的增大使结构承载力和耗能能力减小,但对刚度退化影响较小;轴压比对结构承载力、滞回耗能和刚度退化等影响很小。