基于3DCM的武警处突方案演示系统研究

随着三维城市模型(Three Dimensional City Model,3DCM)的蓬勃发展和武警部队建设信息化步伐的快速推进,利用3DCM技术辅助武警指挥员在处置突发性事件(简称处突)中精确地获取信息、直观快速地理解信息、高效地利用信息受到越来越多的重视。本文在论述3DCM在武警处突指挥信息系统具体应用的基础上,设计了3DCM支持下武警处突方案演示系统,内容包括系统组成、主要功能及技术实现途径。     

“3S”集成技术在“精准土地”调查中的应用研究

本文探讨了土地变更调查常用方法在应用中的一些不足,简要介绍了综合“3S”集成技术的“精准土地”调查的原理和流程,并对应用中出现的坐标系统转换和精度偏移等问题进行了研究。     

基于等高线的Multigen Creator地形建模

Multigen Creator具有强大的地物建模功能,但不同领域的建模仍缺乏统一的方法,应结合领域特点与应用需求进行具体方法设计。本文以某露天采石场的3维建模与可视化为例,探讨了基于等高线建立3维地面模型实现可视化的方法,介绍了其在某采石场的应用,模拟开采后的整个生态地貌,为政府决策以及绿色开采提供了有力的技术支持。     

STRUCTURE OF MESO-β AND –γ-SCALE ON SOUTH CHINA HEAVY RAINFALL ON 12～13 JUNE 2005 USING DUAL-DOPPLER RADAR

The three-dimensional wind fields of the heavy rain on 12-13 June 2005 in Guangdong province are retrieved and studied with the volume scan data of the dual-Doppler radar located in the cities of Meizhou and Shantou. It is shown that the meso-β-scale and meso-γ-scale convergence lines located in the convective system at the low and middle layer play an important role in the heavy rainfall. The convergence line is the initiating and maintaining mechanism of the rain. A three dimensional kinematic structure model is also given.     

战场地理空间信息可视化系统设计与研究

对当前流行的3DGIS系统进行了介绍,并研究提出了采用面向对象的方法来表达3D场景中的空间数据,基于栅格金字塔模型来组织和管理地形数据,基于视点相关的地形LoD方法实现了大范围漫游,基于参数化3D建模方法和矢量地物LoD来实现地物数据的建模和可视化的方法,设计和构建西北地区战场地理空间信息可视化系统(3DMGIS)。     

基于UML的农用地估价信息系统建模与实现

根据农用地估价的基本原理和方法,以ComGIS为系统开发平台,利用UML技术,从系统整体设计入手,提出了采用多层次用例描述法建立农用地估价信息系统(ALEIS)用例模型的过程,在此基础上介绍了ALEIS设计、编码与测试,最后提出了ALEIS的特点与发展趋势。在农用地估价信息系统开发过程中,利用UML对系统进行建模分析能够取得较好的效果。     

基于3D GIS的城市空间规划分析方法研究

分析了福州三山视线控制线规划,采用了基础空间数据和ArcGIS 9.0平台,实现了快速建立数字高程模型与建筑物三维框架模型.     

堤坝管涌的室内试验与颗粒流细观模拟研究

本文对水流垂直方向的堤坝管涌现象分别进行了室内模型模拟和颗粒流模拟实验。在室内模型试验模拟中采用先进的数码成像跟踪设备在细观的尺度上对土样在管涌发生发展的全过程进行了观察和记录,为颗粒流细观模拟提供了必要的细观参数及宏观依据。提出的二维孔隙率与三维孔隙率转换的关系公式很好的将室内模型试验的孔隙率同颗粒流数值模拟结合,运用颗粒流程序采用固液耦合的分析模型对管涌现象作进一步的数值模拟分析。根据模拟结果,分析了管涌产生、发展在颗粒细观尺度的原因,对管涌产生发展中的试样细观变化规律及流速的变化规律进行了分析。这些结果为PFC2D在渗流和渗透破坏等方面的深入研究应用提供了一定的实用依据,同时也为在细观尺度上解释和分析管涌现象提供了一条新的途径。     

High Precision Time Domain Forward Modeling for Crosshole Electromagnetic Tomography

To improve the resolution of crosshole electromagnetic tomography, high precision of forward modeling is necessary. A pseudo-spectral time domain (PSTD) forward modeling was used to simulate electromagnetic wave propagation between two boreholes. The PSTD algorithm is based on the finite difference time domain (FDTD) method and uses the fast Fourier transform (FFT) algorithm for spatial derivatives in Maxwell's equations. Besides having the strongpoint of the FDTD method, the calculation precision of the PSTD algorithm is higher than that of the FDTD method under the same calculation condition. The forward modeling using the PSTD method will play an important role in enhancing the resolution of crosshole electromagnetic tomography.     

Analysis of rock drainage and cooling experiments for underground cryogenic LNG storage

Hydrogeological monitoring was conducted around a pilot cavern for underground cryogenic LNG (Liquefied Natural Gas) storage. The monitoring was mainly focused on the operation of a drainage and recharge system. After the operation of the drainage system commenced, the drainage rate decreased rapidly in the initial stages and then decreased gradually. Hydrogeological monitoring revealed that the rock drainage system operated effectively. During drainage, the water table was maintained below the cavern roof. The recharge for ice-ring formation was performed in two phases. The first phase involved the cessation of pumping in downward-drainage holes and the second involved the closure of upward boreholes. Since the water table was maintained below the cavern roof, artificial recharge was planned at first. However, it was not implemented due to heavy rainfall in the recharge stage. On the basis of hydrogeological monitoring and hydraulic tests, it was found that the fractures above the roof and on the right wall of the pilot cavern mainly affected seepage into the cavern and thermal variation due to the storage of liquid nitrogen. Thermal variation was examined by the thermometers installed around the pilot cavern. The cooling and thawing processes reveal the characteristics of thermal distribution in the rock and the 0 °C isotherm. The cooling phase lasted for six months, and the 0 °C isotherm progressed in time after the injection of liquid nitrogen into the cavern. The isotherm propagated up to about 4 m from the floor and the sidewall of the cavern and about 3 m from the cavern roof. The cooling rate of the rock mass above the cavern roof was lower than that of the other cavern sides due to the gaseous space in the upper part of the containment. The fractures were analyzed and considered for thermal modeling. A two-dimensional finite element analysis was performed to compare the field monitoring at the pilot cavern. The numerical modeling shows the distance between the ice ring and heat transfer pattern of the fractures around the pilot cavern. The propagation of the measured and calculated 0 °C isotherm reveals that the water-conveying joint on the right wall might affect thermal propagation through a thermal pipe.