利用地面激光扫描数据进行建筑物变化检测

利用地面激光扫描仪具有的数据获取速度快、精度高、实时性强、能全天候工作等优点,在快速获取三维点云的基础上,通过点云自动拼接、Hausdorff距离检测不同时期建筑物的三维模型变化,并改进了检测算法,提高了算法的执行效率。通过拟合平面构建Delaunay三角网求解变化区域的面积来评估灾害对建筑物的破坏程度,从而为灾害应急响应以及保险理赔等提供了可靠的决策依据。     

基于GIS的公交可达性指数算法

借助于GIS空间分析方法,以福州市金山新区为例,对公交可达性的问题进行了探讨。研究过程中建立了研究区范围内包括交通网络信息的地理空间数据库,并通过综合考虑相关影响因子,提出了一种公交可达性指数的计算方法,并进行实地价。这一算法可为选址分析等各类问题提供相对定量化的公交可达性信息。     

Shear strength of compacted soil: effects on splash erosion by single water drops

The persistence of soil compaction, caused by farmers' vehicles (tractors wheelings) during the dry season, can affect splash distribution and soil erosion so that surface flow starts at an earlier stage than between the wheelings. To investigate the effects of soil compaction on splash distribution, a dry clayey agricultural soil was compacted in steel cups with a hydraulic piston, and the shear strength was measured with a fall‐cone penetrometer. Two cups were compacted in the same manner, using one to measure the shear strength and the second for splash erosion measurements. A laboratory splash board of 1 m radius, divided into 13 concentric compartments, was used to collect the splashed particles. The water drop diameter used was 4·9 mm falling onto a soil splash cup of 50·2 cm² area from 8 m height with a terminal velocity of 8·8 m s^?1. The spatial distribution of the splashed particles, for different soil compactions, fitted the fundamental splash distribution function (FSDF) model better than the exponential function. The shapes of the curves of this function demonstrated the importance of the source area size; the smaller the cup diameter the better the spatial distribution is expressed by an exponential function. In addition, variability in soil surface conditions contributes to variation in splash characteristics. Detachment rates and average radial distance followed second degree relationships in terms of shear strength. Copyright © 2010 John Wiley & Sons, Ltd.     

浅埋大跨小净距隧道断面形态及合理间距的优化研究

对于大跨度小净距隧道而言,合理扁平率及双洞间距的设计对于节约成本,提高隧道线型规划具有至关重要的作用,因此,优化大跨度小净距隧道的扁平率及其间距是隧道设计施工面临的关键问题。利用大型有限元分析软件ABAQUS的标准设计语言Python编程,对某拟建大跨度小净距隧道不同扁平率及其间距进行参数化设计;采用精确罚函数法以及Nelder-Mead优化算法相结合的有限元优化分析计算程序,以隧道开挖面积、围岩塑性区、地表沉降和拱顶下沉等作为优化目标值,对建立的参数化模型进行计算,提出依托工程条件下扁平率及间距的最优组合。研究方法和成果对推动大断面小净距隧道的发展和应用具有重要的现实意义。     

梯度电测深剖面法及其应用

针对常规直流电测深的应用情况,改革布极方式,研究提出梯度测深剖面法。该法能简化布极工序,可用多台接收机或多通道电测仪在多个电测深点上同时(连续)观测,大大提高工作效率。其装置有三极测深、四极测深和中梯测深等,其观测剖面上由于采用供电极稀设方式,能很好地适应二维正反演计算网格,宜于获得带地形的电阻率、极化率断面,实现电测深数据的层折成像。目前,该梯度测深方法已应用于金属矿勘查和工程勘察之中,取得成效。     

基于GIS的福州市医疗机构空间分布研究

利用GIS技术,计算医疗机构的质量指数、距离指数以及频率指数,同时构建福州市市区医疗机构的优势度模型,并实现了GIS空间分析可视化．研究结果显示：1）福州市主要的综合性医疗中心大部分分布在鼓楼区、台江区,晋安区、仓山区数量较少．2）随着福州城市化进程加快,医疗机构的发展跟不上人口分布的变化,在金山地区表现尤为明显．建议有关部门给予重视,为区域可持续发展,合理配置医疗站点．     

A simplified approach to design fuzzy logic controller for an underwater vehicle

Fuzzy logic controller (FLC) performance is greatly dependent on its inference rules. In most cases, the more rules being applied to an FLC, the accuracy of the control action is enhanced. Nevertheless, a large set of rules requires more computation time. As a result, an FLC implementation requires fast and high performance processors. This paper describes a simplified control scheme to design a fuzzy logic controller (FLC) for an underwater vehicle namely, deep submergence rescue vehicle (DSRV). The proposed method, known as the single input fuzzy logic controller (SIFLC), reduces the conventional two-input FLC (CFLC) to a single input FLC. The SIFLC offers significant reduction in rule inferences and simplifies the tuning process of control parameters. The performance of the proposed controller is validated via simulation by using the marine systems simulator (MSS) on the Matlab/Simulink^® platform. During simulation, the DSRV is subjected to ocean wave disturbances. The results indicate that the SIFLC, Mamdani and Sugeno type CFLC give identical response to the same input sets. However, an SIFLC requires very minimum tuning effort and its execution time is in the orders of two magnitudes less than CFLC.     

爆心距对爆破震动信号频谱的影响分析

结合临沂某一隧洞工程,利用matlab分析软件分析了不同爆心距下的爆破震动信号的频谱变化情况。得出：在爆破中近区,震动信号的主频在垂直方向的分量较水平方向大,随着爆心距的增加地面震动峰值速度的主震方向会由水平方向向垂直方向转化,总体呈衰减趋势,震动主频趋向于低频;在爆破参数和爆区特征类似于本工程的工程爆破现场其中低频震动信号在水平方向上的分量所占能量比例高于垂直分量的能量比例,在距爆源较远的位置也不能忽略爆破震动对建筑结构的影响,尤其是要加强水平方向的抗震设防。     

Appraisal of storm beach buffer width for cyclonic waves

The loss of beach sand from berm and dune due to high waves and surge is a universal phenomenon associated with sporadic storm activities. To protect the development in a coastal hazard zone, hard structures or coastal setback have been established in many countries around the world. In this paper, the requirement of a storm beach buffer, being a lesser extent landward comparing with the coastal setback to ensure the safety of infrastructures, is numerically assessed using the SBEACH model for three categories of wave conditions in terms of storm return period, median sand grain size, berm width, and design water level. Two of the key outputs from the numerical calculations, berm retreat and bar formation offshore, are then analysed, as well as beach profile change. After having performed a series of numerical studies on selected large wave tank (LWT) test results with monochromatic waves using SBEACH, we may conclude that: (1) Berm erosion increases and submerged bar develops further offshore as the storm return period increases for beach with a specific sand grain size, or as the sand grain reduces on a beach under the action of identical wave condition; (2) Higher storm waves yield a large bar to form quicker and subsequently cause wave breaking on the bar crest, which can reduce the wave energy and limit the extent of the eroding berm; (3) A larger buffer width is required for a beach comprising small sand grain, in order to effectively absorb storm wave energy; and (4) Empirical relationships can be tentatively proposed to estimate the storm beach buffer width, from the input of wave conditions and sediment grain size. These results would benefit a beach nourishment project for shore protection or design of a recreational beach.     

空间分析中几种插值方法的比较研究

针对常用的空间插值方法在精度分析方面比较的不足,从地质统计学、数学函数和几何方法方面分别选取普通克里金插值法、三次样条函数法和距离权重倒数法进行插值精度的比较与分析。文章分析了各个方法的优缺点和局限性,选取疏密差异较大的均匀和不均匀离散点数据进行实验,利用三次趋势面模型和MATLAB,ArcGIS,GS+Version...