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991.
Shihong Du Qiao Wang Luo Guo 《International journal of geographical information science》2013,27(11):1649-1686
The scale dependences of topological relations are caused by the changes of spatial objects at different scales, which are induced by the reduction of attributes. Generally, the detailed partitions and multi-scale attributes are stored in spatial databases, while the coarse partitions are not. Consequently, the detailed topological relations can be computed and regarded as known information, while the coarse relations stay unknown. However, many applications (e.g., multi-scale spatial data query) need to deal with the topological relations at multiple scales. In this study new methods are proposed to model and derive the scale dependences of topological relations between lines and multi-scale region partitions. The scale dependences of topological relations are modeled and used to derive the relations between lines and coarse partitions from the relations about the detailed partitions. The derivation can be performed in two steps. At the first step, the topological dependences between a line and two meeting, covered and contained regions are computed and stored into composition tables, respectively. At the second step, a graph is used to represent the neighboring relations among the regions in a detailed partition. The scale dependences and detailed relations are then used to derive topological relations at the coarse level. Our methods can also be extended to handle the scale dependences of relations about disconnected regions, or the combinations of connected and disconnected regions. Because our methods use the scale dependences to derive relations at the coarse level, rather than generating coarse partition and computing the relations with geometric information, they are more efficient to support scale-dependent applications. 相似文献
992.
关中地区3次中小地震前后的重力变化 总被引:1,自引:1,他引:0
采用拟稳平差方法对关中地区近20 年流动重力观测资料重新进行了处理,并结合其它观测资料和研究结果,对区域内重力场变化过程、3次中小地震前后重力场变化机理、构造活动以及区内外地震间的关系等进行了较深入地分析和研究。 相似文献
993.
Seismic performance of exterior beam–column subassemblages of reinforced concrete structure designed and detailed on the basis of the provisions of Eurocode and Indian Standards at different stages of their evolution is evaluated. Performance of the subassemblages designed and detailed according to the three different stages of codal evolution (gravity load design, ‘Nonductile’, and ‘Ductile’) is evaluated through analytical formulations and experimental investigations. In the ‘NonDuctile’ specimens, it has been observed that the shear distortion and degradation in stiffness and strength are significantly high. Performance of the ‘Ductile’ specimens based on Eurocode and Indian Standards is almost similar in terms of strength and stiffness degradation. Nevertheless, the specimen designed on the basis of Indian Standard shows higher energy dissipation at a given drift ratio. In the analytical study, shear and flexural failure of members of subassemblage and shear failure of the joint are considered as possible modes of failure of the beam–column subassemblage. For evaluating the shear strength of the joint region, a soften strut‐and‐tie model is used. Analytically obtained strengths based on the failure criteria of different components of the specimens have been first validated with experimental results and then used to determine the strength of the specimens. The investigation could indicate even the mode of failure at local level. It is utmost important to mention here that even the ductile specimens dissipate most of the energy through the development of damage in the joint region, which is neither desirable nor safe for the stability of whole structure. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
994.
Yanlin Zhang Guodong Cheng Xin Li Xujun Han Lei Wang Hongyi Li Xiaoli Chang G. N. Flerchinger 《水文研究》2013,27(25):3762-3776
Snow and frozen soil prevail in cold regions worldwide, and the integration of these processes is crucial in hydrological models. In this study, a combined model was developed by fully coupling a simultaneous heat and water model with a geomorphologically based distributed hydrological model. The combined model simulates vertical and lateral water transfer as well as vertical heat fluxes and is capable of representing the effects of frozen soil and snowmelt on hydrological processes in cold regions. This model was evaluated by using in situ observations in the Binggou watershed, an experimental watershed for cold region hydrology of the Watershed Allied Telemetry Experimental Research Project. Results showed that the model was able to predict soil freezing and thawing, unfrozen soil water content, and snow depth reasonably well. The simulated hydrograph was in good agreement with the in situ observation. The Nash–Sutcliffe coefficient of daily discharge was 0.744 for the entire simulation period, 0.472 from April to June, and 0.711 from June to November. This model can improve our understanding of hydrological processes in cold regions and assess the impacts of global warming on hydrological cycles and water resources. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
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997.
当前国家以及各地区主体功能区区域规划已经完成,如何对规划后的主体功能区进行监测,是当今主体功能区监测面临的重大课题。资源三号卫星数据为主体功能区监测提供新的数据源。本文以资源三号卫星数据为数据源,开展主体功能区监测应用,并建立主体功能区监测平台,用于主体功能区监测与地物提取。 相似文献
998.
利用地震波到时和体波层析成像方法反演了云南地区的P波速度结构,根据不同深度的速度异常分析了主要断裂和区域动力作用的深部效应,揭示出壳内低速层的分布范围以及与下地壳流动的联系.研究结果表明,哀牢山-红河断裂两侧的地壳速度结构存在明显的差异,滇中地区的速度异常分布与小江断裂、元谋断裂、程海断裂等南北走向的断裂一致,反映了青藏东部地壳块体顺时针旋转产生的构造效应;滇西南的速度异常分布与哀牢山-红河断裂、无量山断裂、澜沧江等断裂的走向平行,显示了印支块体朝东南方向挤出产生的影响;沿着南汀河断裂分布的低速异常则与印缅块体侧向挤压引起的构造活动有关.壳内低速异常具有分层和分区特征:在哀牢山-红河断裂西侧和澜沧江之间主要分布在地壳中上部,在小江断裂和元谋断裂附近分布在地壳中下部,在滇中地区则广泛分布于地壳底部至莫霍面附近,东、西两侧分别受到小江断裂和哀牢山-红河断裂的限制.其中攀西地区的低速异常与小江断裂和元谋断裂在此附近交汇形成的热流传输通道以及张裂时期强烈的壳幔热交换有关;在哀牢山-红河和澜沧江地区,除了印支块体向东南方向的挤出之外,印缅块体的侧向挤压和向东俯冲也对地壳深部的构造变形产生了一定的影响,由此引发的地幔上涌将导致热流物质沿着断裂通道进入地壳形成低速层.因此,哀牢山-红河断裂不仅在地壳浅部是分隔印支块体和华南块体的地质界限,也是控制两侧区域深部构造变形和壳内韧性流动的分界. 相似文献
999.
《Urban geography》2013,34(4):360-382
Many European urban regions have experienced a transformation from a compact monocentric toward a less compact polycentric urban region since the 1960s. The debate on emerging polycentricity in Europe so far tends to be more theoretical than analytical. The trend toward increasingly polycentric urban regions is meanwhile beyond dispute, but the effects of this transformation on urban regions and their components have only been explored to a limited extent. Are the "old" central cities only losing people, functions, and status to the new urban centers, or do these centers complement each other and specialize in terms of economic activities and population composition? This article presents evidence for the Amsterdam urban region regarding population distribution, selective migration, job growth, and economic specializations of the region's subcenters. It will become clear from our data that the Amsterdam urban region has indeed become more polycentric, but also that Amsterdam has managed to remain a vital center. The newer and older urban subcenters have become increasingly important, but rather than competing with Amsterdam, they develop in a complementary way. 相似文献
1000.
优化开发区域制造业企业迁移的因素及其区域影响——以广东东莞市为例 总被引:5,自引:1,他引:4
优化开发区域是区域发展的较高级阶段,其内部企业迁移的规律比较复杂。选择制造业发达地区——广东东莞市为案例区,采取半结构式访谈法和调查问卷法探讨优化开发区域制造业企业迁移的影响因素及其区域影响。研究表明,现阶段东莞市劳动密集型企业迁出和资本技术密集型企业迁入并存,劳动密集型企业迁出是要素成本、环境管制、区域依赖性和地方政府博弈相互作用的结果,而产业基础、区域创新要素、产业政策和区域软环境等因素促进资本技术密集型企业的迁入;企业迁移可以促进区域产业升级转型,提高区域生产空间质量和优化区域国土空间结构。 相似文献