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41.
Hydrogeomorphic models allow parsimonious, fast and effective floodplain extent mapping using topographic data as the main input. Hydrogeomorphic approaches enforce the principle that floodplains are well-distinguished and unique landscape features within river corridors. We investigated the sensitivity of a hydrogeomorphic floodplain delineation algorithm, based on a hydrological power law, relating flow depth to contributing area, digital terrain model (DTM) resolution and river network hierarchy. In addition, we compared the results to other common floodplain mapping methods using standard flood-hazard maps as a reference. Taking the Arno River Basin, Italy, as a case study, our results show a dependency between the optimal power law parameters and DTM resolution, with larger parameter values required to reach optimal consistency with flood-hazard maps as DTM resolution increased. Floodplain mapping performance was also found to depend on stream order. We further tested the model consistency at a larger scale to evaluate its performance with respect to inundation maps in Hungary, Italy, Spain and the UK. Our study suggests that pre-defined power law parameters can be assumed, considering DTM resolution and stream order, supporting the use of the presented hydrogeomorphic model for large-scale floodplain mapping in ungauged basins where reference flood-hazard maps are not available. 相似文献
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A numerical model capable of performing deformation analysis of a medium containing discontinuity surfaces is presented. The discontinuity can be either a crack, which can be open or closed, or a shear band. The model consists of two separate numerical algorithms, which are coupled together by means of the principle of superposition. In particular, an integral equation scheme based on the theory of dislocations is adopted for modelling the discontinuity, while a finite element discretization is used for the continuous medium. In this paper the discontinuity modelling is illustrated in detail, together with the specific formulation of the principle of superposition adopted, and some simple examples of application are presented. The well-known modelling approach based on Fracture Mechanics theory is also briefly discussed. The two models are compared and some advantages and drawbacks of each are pointed out, comments are made regarding their applicability in the specific case of soil mechanics, and conclusions are drawn as regards the conditions under which one or the other is appropriate. Finally, a full-scale example of deformation analysis using the proposed model is presented. Copyright © 1999 John Wiley & Sons, Ltd. 相似文献
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2000-2010年中国不同地区人口密度变化及其影响因素 总被引:5,自引:0,他引:5
人口空间分布及其集疏变化是区域发展规划的重要科学基础之一。2000-2010年中国人口变化格局及其驱动因素有待进一步梳理。鉴于此,以分县为基本研究单元,利用2000年与2010年两次人口普查数据,首先根据人口密度变化将中国不同地区划分为快速增加、缓慢增加、缓慢降低和快速降低四个类型,并分析其空间格局与地域特征。在此基础上,选取11个自然与社会经济因素,利用偏最小二乘法 (PLS),对全国及四类地区的人口密度变化影响因素及其地域差异进行了定量分析。研究结果表明:① 相较于2000年,2010年全国超过60%的分县单元人口密度增加,平均增速为21人/km2,主要分布在城镇密集地区;不到40%的分县单元人口密度减少,平均降低13人/km2,主要分布在人口密集省份、老城区和边境地区;② 自然因素与社会经济因素对人口密度变化均有影响,但社会经济因素影响更大。高经济发展水平、医疗条件和通讯能力是人口密度增加的主要“拉力”,而地区内稠密的人口是人口密度降低的主要“推力”。上述结论基本理清了中国近10年来人口增减变化空间分布格局及其地域影响因素,可为未来人口发展和区域规划提供有益的借鉴。 相似文献
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Design spectrum (DS) model is typically specified in a seismic code of practice for structural design. In a region of low-to-moderate seismicity where seismic code does not exist, a DS model in a well established code of practice is usually adopted, while the suitability of such model has seldom been evaluated. In this article, the elastic DS models for reference (rock) site stipulated in six major codes of practice (AS1170.4–2007, EN1998-1:2004, GB50011–2010, IBC–2012, NBCC–2010 and NZS1170.5:2004) have been compared and scrutinized. Three cities of low-to-moderate seismicity, namely, Melbourne (Australia), Hong Kong (China) and Karlsruhe (Germany), have been selected for illustrative purposes. Particular emphasis has been put on the parameterization scheme for DS model. It is found that huge discrepancies (over 100%) exist among the models, especially at the long period range, due to differences in spectral shapes and the recommended corner periods, which would lead to undesirable effects on the use of the displacement-based seismic design approach. It is urged that the values of corner periods should be determined specifically and cautiously based on the regional seismicity pattern and local geological conditions. 相似文献
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A set of dimensionless input parameters were defined for DEM using a characteristic time which is a function of density and elastic modulus of particles and an arbitrary characteristic length. Dimensionless strain rate and mass damping ratio are inversely proportional to the characteristic time, and stress is normalized by elastic modulus to give dimensionless stress. It was demonstrated that the response of a model in the dimensionless scale is invariant with the choice of density, elastic modulus and the characteristic length if dimensionless strain rate and mass damping ratio are kept constant. Small time step is a prohibitive aspect of DEM. Scaling techniques are widely employed to enlarge the time step. Using the dimensionless scheme, it was learned that density scaling is equivalent to the use of a higher strain rate, and stiffness scaling results in a higher strain rate and an elevated stress state in the dimensionless scale. 相似文献
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基于时间可达性与伽萨法则的大卖场区位探讨——以上海市中心城区为例 总被引:2,自引:1,他引:1
目前多数基于GIS的商业区位模型与技术研究,未全面考虑交通网络、道路等级、网点吸引力与竞争因素。针对此局限,借助GIS软件,依托可达性方法与伽萨法则,尝试综合考虑上述因素探讨大卖场可达性与商圈特征。以上海中心城区大卖场为例,采用同心圆法、扇形法与最近邻域法探讨卖场空间特征;利用行进成本分析法计算卖场可达性,并根据伽萨法则叠加了卖场引力因素,得到伽萨法则商圈。结果表明:大卖场集中分布于距市中心4.5~10km范围,各方向扩张不均衡。城区整体可达性较好,浦西优于浦东。外环附近商圈面积大,外环附近与市中心区商圈市场规模大,内环附近商圈面积与市场规模小。伽萨法则商圈市场规模"两极分化"既表明卖场市场竞争激烈地区与网点短缺区并存,也说明网点市场规模与职能存在等级差异。 相似文献