基于Internet的地理信息系统的设计与实现

介绍了WebGIS的概念和特点，详细论述了实现WebGIS的一些关键技术；提出了解决基于网络的海量数据的数据结构组织的传输方案，以及如何在WebGIS的开发中引入ODBC技术，ASP技术来实现数据的管理，另外，提出了几点建立WebGIS应考虑的问题。     

低渗透油藏储层沉积微相研究--以松辽盆地乾安油田高台子油层Ⅶ砂组为例

针对低渗透油藏储层的特征，以岩心资料和大量的测井，录井数字化资料为基础，应用沉积微相制图软件系统实现了乾安油田高台子油层Ⅶ砂组低渗透储层的沉积微相自动识别，本区储层沉积微相为水下分流河道，席状砂、远砂坝和水下扇等类型，绘制出VII砂组3个小层的平面沉积微相图，沉积微相的研究对本区主力油层及剩余油分布具有指导意义。     

长白山天池火山区电性结构和岩浆系统

在长白山火山区及其附近 ,沿 5条伞状测线和 1条北西向测线进行了 6 1个大地电磁测深点的观测。用Robust等方法对观测资料进行了处理 ;应用阻抗张量分解方法消除了局部不均匀体的影响 ;计算了反映地下横向不均匀性的地磁感应矢量。利用RRI二维自动反演等技术对资料进行了解释。结果表明 :在近地表存在低阻体 ,并分别与长白山天池水体、聚龙泉温泉、锦江温泉及长白山山门附近的地下水相对应。在长白山天池及其以北和以东地区 ,约 12km深处存在电阻率很低的地质体 ,电阻率为 10到几十Ω·m ,可能是地壳岩浆囊。在测区范围内 ,地壳电性结构在南北方向存在着明显的横向变化 ,而东西方向相对均匀 ,变化比较平缓     

Monthly suspended sediment load prediction using artificial intelligence: testing of a new random subspace method

ABSTRACT

The predictive capability of a new artificial intelligence method, random subspace (RS), for the prediction of suspended sediment load in rivers was compared with commonly used methods: random forest (RF) and two support vector machine (SVM) models using a radial basis function kernel (SVM-RBF) and a normalized polynomial kernel (SVM-NPK). Using river discharge, rainfall and river stage data from the Haraz River, Iran, the results revealed: (a) the RS model provided a superior predictive accuracy (NSE = 0.83) to SVM-RBF (NSE = 0.80), SVM-NPK (NSE = 0.78) and RF (NSE = 0.68), corresponding to very good, good, satisfactory and unsatisfactory accuracies in load prediction; (b) the RBF kernel outperformed the NPK kernel; (c) the predictive capability was most sensitive to gamma and epsilon in SVM models, maximum depth of a tree and the number of features in RF models, classifier type, number of trees and subspace size in RS models; and (d) suspended sediment loads were most closely correlated with river discharge (PCC = 0.76). Overall, the results show that RS models have great potential in data poor watersheds, such as that studied here, to produce strong predictions of suspended load based on monthly records of river discharge, rainfall depth and river stage alone.     

Synchronous Transformations of Mineral and Organic Constituents of Sedimentary Rocks in Geological Structure with an Initial Extension and Subsequent Compression Tectonic Regime

Sedimentary rocks of the section in the Red River fold zone of northern Viet Nam are considered. It is shown that secondary mineral parageneses formed in two stages. The first stage (35–17 Ma ago) corresponded to the period of structure extension and sediment subsidence to a depth of about 6 km. This period and subsequent 10 Ma were marked by the formation of a usual dia- and catagenetic zoning of metasedimentary rocks. The second stage (5–7 Ma ago) corresponded to processes of compression that were responsible for the deformation of rocks into gentle folds and 1.5 to 2.2 times contraction of the section thickness in different places. The sequential–mineralogical zoning was disturbed at this stage. Smectites and mixed-layer minerals were replaced by chlorites and hydromicas. Organic material also responded to compression simultaneously with inorganic components. The bituminous component was released from humic matter and rocks became enriched in hydrocarbons.     

论中国东部大型盆地区及邻区地质-地球物理复合尺度解析

作为对中国东部陆缘地带大型盆地区及邻区地质－地球物理综合研究的部分结果,本文的基本认识：（1）穿过松辽盆地的1孙吴－双辽断裂可能是东倾伯低角度壳内断裂;（2）松辽盆地和渤海湾盆地可能属于“混合型裂谷盆地”;（3）东海盆地台北坳陷处在多期次张性应力场环境中,使在其西部附近产生张性正断层系;（4）欧亚大陆东部新生代区域构造运动总体处于右旋走滑拉张环境,其动力因素包括板块运动和地幔物质运动;（5）研究区莫霍面具有较为复杂的变化;（6）复合尺度研究方法是地质－地球物理综合分析的必要手段。     

北京城的变迁与遐想

北京位于华北大平原西北边缘地区,这个三面环山形如海湾的地区又被称作“北京湾”。历经“北京猿人”、“新洞人”、“山顶洞人”及“燕都蓟城”、“幽州”等一系列演变,于1153年建都,至1274年都城宫阙建成,奠定了今日北京城的基础。侯仁之院士将北京城市规划建设划分为三个里程碑。突出体现21世纪首都风貌的“第三个里程碑”构建中,应特别关注周边地区建设、文化遗产保护、环境及水资源的保护与合理应用。     

公路路产管理系统的设计与开发

采用了Visual C 以及Access技术,实现了模块化的公路路产管理系统,阐明了系统各模块的功能及其相互关系。     

Interrelation among several important links in seismic risk analysis

Introduction In the probability analysis method of seismic risk considering time-space inhomogeneity of seismic activity and adopted commonly in China (State Seismological Bureau, 1996) (called in-homogeneous distribution model for short), the division of seismic statistical regions, delimitation of potential seismic sources and estimation of seismicity parameters are the main links that affect significantly the estimation of ground motion parameters of a site. HUANG and WU (2005) studied …