GPS在动态监测大坝施工吊车运行防撞中的应用

以单频GPSOEM版在大坝施工巨型吊车防撞系统中的应用为研究对象,结合实际项目进行了GPS高速率载波相位平滑伪距的算法研究、软件实现和具体应用试验,结果表明该系统可以较好的解决该工程中大型移动吊车机械设备的实时动态安全监测问题。     

基于事件数据的雅鲁藏布江-布拉马普特拉河国际河流安全分析

雅鲁藏布江-布拉马普特拉河是我国重要的国际河流,近年的水电开发活动,使其日益成为国内外国际河流研究关注的热点。本文基于国际关系研究中常用的事件分析方法,在构建事件数据库的基础上,从事件类型、涉及国别、事件频率、影响程度四方面进行分析,结果表明：水资源分配问题是雅江流域主要问题;中国在雅江国际河流问题上与下游国家的联系主要以与印度或孟加拉国的双边联系为主;随着时间的推移,雅江冲突与合作事件的频率都表现出增加的趋势;雅江围绕国际河流的国际关系局势大致可分为4个阶段：60年代的平稳阶段、70年代的紧张阶段、80年代的沉寂阶段、90年代后的持续关注阶段。     

Numerical study of the effects of check dams on erosion and sedimentation in the Pachang River

Scouring and deposition processes resulting from variable rainfall and typhoon occurrence in tropical climatic conditions induce significant changes in the riverbeds of Taiwan. Along the Pachang River of western Taiwan, severe damage occurs during typhoons due to large and sudden variations in discharge, erosion, sediment transport and deposition. In order to simulate this process, the NETSTARS numerical modeling tool was used in the present paper. The influence of existing and planned check dam structures on flow control was also analyzed to determine their capacity to resist river erosion or to not be buried beneath sediments. Not only does the modeling tool allow calculation of the erosion-deposition behavior at the scale of the whole river, but it also provides local determination of the optimum location and characteristics such as foundation depth and lateral encroachment of future check dams. The results of a 10-year, long-term modeling simulation in terms of riverbed stability and scouring potential thus provide insights about unsafe future behavior at 4 sites. This numerical model provides a better general understanding and useful information for the optimal prevention of both the scouring damage and the burial related to sediment deposition with large changes in discharge and sediment transport.     

Using live vegetation volume to analyze the effects of plot Pinus massoniana Lamb on water and soil conservation under natural rainfall events

The 3-D spatial distributions of vegetation are of great significance for water and soil conservation but are rarely concerned in literatures. The live vegetation volume （LVV） was used to relate to water/soil loss under 144 natural erosive rainfall events from 2007 to 2010 in a typical water-eroded area of southern China. Quadratic polynomial regression models were established for five pure tree （Pinus massoniana Lamb） plots between LVV and water （rtmoff）/soil conservation effects （RE/SE）. RE/SE corresponds to the ratios of runoff depth/soil loss of the pure tree plots to that of the control plot under each rainfall event. Increasing LVV exhibits descending （DS）, descending-ascending （DA）, ascending-descending （AD）, and ascending （AS） trends in the LVV-RE and LVV-SE curves. The effects of soil conservation on the plots were generally more noticeable than the effects of water conservation, and most of the RE and SE values reflected the positive effects of water and soil conservation. The effects were mainly positive under heavy rains （e.g., rainfall erosivity, R = 140 MJ mm ha-l h, maximum 30 min intensity, I30 = 16 mm h-l）, whereas the effects were mainly negative under light rains （e.g., R = 45 MJ mm ha-1 h, I30 = 8 mm h-l）. The trees＇ water/soil conservation effects notably transformed when rainfall erosivity and intensity were lower than the positive or negative effects to a certain threshold. About 50% rainfall events led to obvious transform effects when LVVs were near 0.5 or 0.6. These results are able to aid in the decision making on the forest reconstruction in water-eroded areas.     

极值理论在台湾地区地震趋势预测中的应用

利用陈培善等人对极值理论修改后的极值分布函数模型对1971-01～2012-06台湾地区的地震资料进行统计分析。根据地震活动和地震地质构造特征划分区域、确定边界,单位时间的选取由其地震发生的频度和能量来确定,单位时间内最小与最大地震的确定分别考虑相关区域内台网的监控能力以及删除余震后的实际情况,根据修正后的极值理论统计计算出相应地震的复发周期及在未来一定时间内可能发生相应地震的次数与发震概率,并对有关结果进行模型检验和映震能力分析,同时与利用M-T图及震级与G-R关系获取的M≥7.0级地震的复发周期进行比较。     

基桩质量智能提取模型研究

针对声波反射法检测基桩质量的应用,提出了一种智能提取模型.该模型首先选取标准样本信息对系统进行训练,并提取适合于测量环境的模型参数;然后将参数输入到由FFT变换、小波去噪、Hilbert变换组成的混合模型中,提取由反射波引起的瞬时相位突变点,实现对被测基桩的缺陷位置和长度的检测.将该模型应用于水电站锚杆锚固质量检测,实测结果为:平均长度测量误差和平均缺陷定位误差分别为2.5%和2.1%,大大优于常规方法,且能在现场实时给出测量结果.     

扩展的倾斜角和倾斜角总水平导数方法

为了突出显示重磁场中地质体分布、断裂构造特征等信息,使图像显示错落有序、层次分明、清楚直观,有利于解释人员从不同角度认识重磁场异常特征.本文通过分析倾斜角概念,根据反余切函数特性,提出了扩展的倾斜角(iTdr)和倾斜角总水平导数(iTdr_Thdr)方法,来增强重磁异常信息,突出异常形状特点,以便于识别重磁异常中地质体边界和提取地质体分布、断裂构造平面展布特征等信息.理论模型和实际资料对比分析表明该方法简单、实用、具有较好的识别效果和较高的分辨能力,能够获取丰富的地质信息,对识别地质体边界、划分大地构造单元、确定断裂带和地质构造走向等具有实际意义.     

基于数据库存储方案的高性能瓦片地图服务研究

实时渲染与网络传输是影响WebGIS性能的两大因素,瓦片技术是改进系统性能的最佳选择,它通过对地图数据预先渲染、切片,有效减轻服务器处理压力,减少网络负载和响应延迟,但瓦片数据量庞大,磁盘存储碎片化,影响IO性能,数据可迁移性差,无论是数据备份、迁移或是恢复都耗时漫长。该文设计实现了一种新的基于文件数据库的瓦片存储方案,并将分布式缓存系统Memcached作为缓存支持集成在方案中,不仅克服了传统瓦片储存的缺陷,还在性能方面取得了优异的表现,是构建高性能瓦片地图服务的有益尝试。     

不同结构性黄土的强度规律及传统强度准则适应性分析

在真三轴试验基础上揭示了多种不同结构性原状黄土的强度变化规律,分析了在岩土工程实践中常用的Mohr-Coulomb准则和Matsuoka-Nakai准则对不同结构性原状黄土的适应性。结果表明:当结构性黄土的强度越大时,其在π平面上的破坏线越接近于抹圆曲边三角形,反之其在π平面上的破坏线越接近于抹圆角三角形;结构性黄土随着结构性的增大在π平面上的强度破坏线从抹圆角三角形逐渐向抹圆曲边三角形发展,最终趋近于Mises圆;两个强度准则所描述的强度都比结构性原状黄土的实际强度值小,Mohr-Coulomb准则的误差比Matsuoka-Nakai准则的误差大,并且随着结构性的增强其误差也逐渐增大。     

锈蚀钢筋混凝土压弯构件恢复力模型研究

根据目前已有试验资料和理论分析,结合钢筋锈蚀引起结构破坏形态的改变,综合考虑结构各种耐久性损伤因素,并对箍筋锈蚀进行修正,提出了锈蚀钢筋混凝土压弯构件基于地震损伤的恢复力模型的确定方法.通过与现有试验进行对比分析,表明模型描绘的骨架曲线与试验结果总体吻合较好,模型计算的滞回曲线所描述的现象与试验一致,该恢复力模型可在损伤钢筋混凝土结构地震反应分析中采用.