塔里木盆地东缘的若干大地构造问题

塔里木盆地向东在什么地方结束,大盆地是如何与天山地槽分界的,文中对这些问题给出了回答。指出塔里木盆地在E91°附近结束,不再向东延伸。另外新发现了两条重要的岩石圈断裂,它们是塔里木中央纬向（北40）深断裂和罗布庄-尾亚深断裂。根据新获得的区域航磁和地质资料,对这个神秘的地区,提出了一个新的大地构造分区方案。     

心象地图在制图传输中的作用

制图传输是制图学的重要研究领域。本文从认知制图的角度,探讨了心象地图在制图传输中的作用;着重分析了心象地图和地图之间的内在联系,指出了人的认知制图能力的客观存在是制图传输得以进行的真正原因;在此基础上,提出了制图传输的扩展模式,增加了从读图者到次读图者之间的传输过程,并从内容和形式等方面分析了它的特殊性,以期完善制图传输模式。     

中、小比例尺地形图平面位置精度分析

本文在分析地形图误差的主要来源的基础上,系统地对已编印出版的1:10万、1:20万、1:50万、1:100万4种中、小比例尺地形图进行了抽样量算,提出了评定地形图精度的方法;分要素(包括经纬线网交点、河流交叉点、道路交点、居民地图形中心点)讨论了地形图的平面位置精度,在此基础上,提出了我国中、小比例尺地形图的平面位置精度标准。     

变比例尺地图投影系统

本文对编制城市游览图提出了变比例尺地图投影系统。通过由普通城市平面图向辅助球面作逆投影A,再由辅助球面向平面作非A投影,构成了变比例尺地图的数学基础。由不同性质的投影的组合,能起到适应不同城市街区结构的特点。使本系统具有相当的灵活性。文中还讨论了辅助球适宜的大小和不同方位投影之间的变换公式。文末试作了北京市的变比例尺地图。     

地图信息的拓扑检索

从本质上看,地图数据处理是一种拓扑变换,即在连续变形(处理)中要保持数据中所内函的不变性(结构特征)。当数据处理系统由拓扑关系所充实与制导时,其智能程度就大为增强,可使其由线性处理演变为非线性处理(关联处理)。根据物体间邻接与关联的强烈程度,可把拓扑关系分为两大类:确定型与模糊型。前者原则上用显式表示,后者则宜用隐式表示。两种表示方式作了简要的对比,並强调隐式结构有着经济性与灵活性的主要优点。同时还强调指出,在建库过程中拓扑信息的人工输入应趋于最少。地理信息的检索可分为两类:常规检索与拓扑检索。对于前者,检索的依据是物体本身的标志,如定性检索与定位检索;而对于后者,检索的依据是物体集合之间的空间关系(如邻接关系、关联关系和包含关系)。实现以常规检索为基础的间接拓扑检索,其实质就是用程序的手段把隐含在数据结构中的所求的拓扑关系借助于两个倒排文件(标题索引与栅格索引)予以显式化。文末介绍了三种典型的间接拓扑检索:基于点集合的拓扑检索,基于线集合的拓扑检索和基于面集合的拓扑检索。     

长春市深部地下水赋存规律之我见

长春市北西或北北西向扭性断裂或断裂带是客观存在，它对长春市深部地下水循环与循存起控制作用，是深部基岩裂隙水的主要导水通道，且大都为富水带。原北东向压扭性断裂或断裂带起阻水作用，二者相得益彰。笔者于长春北郊贫水区，利用这一新理论，在水文地质调查基础上，结合多种水文物探手段布孔凿井，打出一口水量丰富的优质矿泉水井，进而验证了北西向富水说，了箕市深部地下水赋存规律的新认识，此说不但对长春市供水有实际意义     

Mapgis SCS G2000在1∶1万数字化制图中的应用

本文介绍了M apg is、SCS G 2000软件在1∶1万比例尺地形图生产中的特点及利用软件的各自优点进行数字化的过程。     

Morphology and internal structure of a dormant landslide in a hilly area: The Collinabos landslide (Belgium)

This study attempts to reconstruct the history of the Collinabos landslide, a landslide with a fresh morphology that is representative for more than 150 dormant, deep-seated (> 3 m) landslides in the Flemish Ardennes (Belgium). A geomorphological map was created based on LIDAR (Light Detection and Ranging)-derived maps and detailed field surveys. The map showed that the landslide consisted of three zones with significant differences in surface topography. The northern landslide zone 1 is characterised by at least five reverse slopes, whereas zones 2 and 3, the southern landslide zones, have only two reverse slopes and a convex foot. Electric resistivity profiles measured in zones 1 and 2 revealed that the differences in surface topography were not related to differences in internal structure as both parts of the landslide were initiated as a rotational earth slide with a surface of rupture at 15 m deep, where the displaced material broke apart in two blocks. However, two shear surfaces of reactivations within landslide debris were only distinguished in the accumulation area of zone 1. The observed differences in surface morphology can be caused by a temporary conversion of a forest into cropland in zone 2. It is suggested that reverse slopes of smaller reactivations within landslide debris were obliterated during the agricultural activities. AMS radiocarbon dating of organic material found in ponds located in reverse slopes generally resulted in relatively recent dates (i.e. 1400–1950 Cal AD) suggesting that several of the small local reactivations occurred in that period. One dating at 8700–8440 Cal BP of organic matter collected in a reverse slope in zone 1 suggests that an initiation under periglacial conditions cannot be excluded for the Collinabos landslide. By combining different technologies, this study provides valuable information for a better understanding of dormant landslides.     

Mapping landslide susceptibility from small datasets: A case study in the Pays de Herve (E Belgium)

A landslide susceptibility map is proposed for the Pays de Herve (E Belgium), where large landslides affect Cretaceous clay outcrop areas. Based on a Bayesian approach, this GIS-supported probabilistic map identifies the areas most susceptible to deep landslides. The database is comprised of the source areas of ten pre-existing landslides (i.e. a sample of 154 grid cells) and of six environmental data layers, namely lithology, proximity to active faults, slope angle and aspect, elevation and distance to the nearest valley-floor. A 30-m-resolution DEM from the Belgian National Geographical Institute is used for the analysis. Owing to the small size of the sample, a special cross-validation procedure of the susceptibility map is performed, which uses in an iterative way each of the landslides to test the predictive power of the map derived from the other landslides. Four different sets of variables are used to produce four susceptibility maps, whose prediction curves are compared. While the prediction rates associated with the models not involving the “proximity to active fault” criterion are comparable to those of the models considering this variable, strong weaknesses inherent in the fault data on which the latter rely suggest that the final susceptibility map should be based on a model that excludes any reference to fault. This highlights the difference between a triggering factor and determining factors, and in the same time broadens the scope of the produced map. A single reactivated slide is also used to test the possibility of predicting future reactivation of existing landslides in the area. Finally, the need for geomorphological control over the mathematical treatment is underlined in order to obtain realistic prediction maps.     

1∶5万土地利用现状图编绘概述

1∶5万土地利用现状图是土地利用研究的基础数据之一。实际工作中,通常是以1∶1万(1∶2.5万)土地更新调查底图为基础,采用放大编绘法或等大编绘法,按照一定的顺序来制作的。总的来说,编绘主要是针对图内的点状要素(三角点、埋石点、高程点)、线状要素(河流、道路、境界等)和面状要素(各类用地)3个方面进行的。通过对点状要素的取舍、线状地物的弯曲、相互关系、移位和地物压盖以及面状地物的地类合并与综合等问题进行处理,就可以得到主次分明、清晰易读、关系合理的1∶5万土地利用现状图。