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面向滑坡的城市灾害韧性评估——以中国深圳为例。

Landslides-oriented urban disaster resilience assessment-A case study in ShenZhen, China.

机构信息

Key Laboratory for Urban Habitat Environmental Science and Technology, School of Urban Planning and Design, Peking University, Shenzhen 518055, China; Key Laboratory for Earth Surface Processes, Ministry of Education, College of Urban and Environmental Sciences, Peking University, Beijing 100871, China.

Department of Urban Planning and Design, The University of Hong Kong, Hong Kong, China; Shenzhen Institute of Research and Innovation, The University of Hong Kong, Hong Kong, China.

出版信息

Sci Total Environ. 2019 Apr 15;661:95-106. doi: 10.1016/j.scitotenv.2018.12.074. Epub 2019 Jan 7.

Abstract

With the increasing expansion of cities associated with rapid urbanization, the ecological environment is being severely damaged, exposing cities to frequent extreme weather events. Urban ecological ecosystems are under great threat. Research on urban disaster resilience is conducive to a better understanding of disaster prevention and mitigation capacity, and provides valuable references for resilient city construction. In this study, a typical city under rapid urbanization in China - Shenzhen - was chosen as the research area, including the city's 57 sub-districts. Urban disaster resilience to rainfall-induced landslides was conceptually framed into the dimensions of physical resilience and social resilience. Support vector machine (SVM) was applied to evaluate the physical resilience and a Delphi-analytic hierarchy process (Delphi-AHP) model was used to assess social resilience on a sub-district scale in 2016. The results show that the physical resilience and social resilience of Shenzhen demonstrate obvious spatial concentration trends. Areas with low physical resilience were located in sub-districts of Dapeng New District with intense rainfall and complex topography, as well as those in Guangming New District with lateritic red earth derived from arenaceous shale. Areas with low social resilience were mainly located in eastern Shenzhen, including sub-districts in Longgang District and Dapeng New District, with undeveloped economy, inadequate infrastructures and many vulnerable people. All sub-districts in the three districts of Pingshan New District, Dapeng New District and Guangming New District need attention because of their low comprehensive resilience. Comparison of the physical resilience and social resilience indicated that the performance of physical resilience was significantly better than that of social resilience; only 26% of the sub-districts of Shenzhen had a higher level of social resilience than of physical resilience. Therefore, the government should strengthen urban management of social services and physical infrastructure provision to improve social resilience to cope with urban disasters.

摘要

随着城市化的快速发展,城市不断扩张,生态环境遭到严重破坏,城市频繁遭受极端天气事件的影响。城市生态系统面临巨大威胁。研究城市灾害恢复力有助于更好地了解灾害预防和减轻能力,并为韧性城市建设提供有价值的参考。本研究选择中国快速城市化的典型城市——深圳作为研究区域,包括该市的 57 个街道。从物理弹性和社会弹性两个维度来构建城市对降雨诱发滑坡的灾害恢复力概念框架。利用支持向量机(SVM)评估物理弹性,采用德尔菲层次分析法(Delphi-AHP)模型在街道尺度上评估社会弹性。结果表明,深圳的物理弹性和社会弹性均表现出明显的空间集聚趋势。物理弹性较低的区域位于大鹏新区和光明新区的街道,这些区域降雨量大,地形复杂,以及由砂页岩形成的红土;社会弹性较低的区域主要位于深圳东部,包括龙岗区和大鹏新区的街道,这些地区经济欠发达,基础设施不足,弱势群体较多。由于综合弹性较低,坪山新区、大鹏新区和光明新区的所有街道都需要引起关注。物理弹性和社会弹性的比较表明,物理弹性的表现明显优于社会弹性;深圳仅有 26%的街道社会弹性水平高于物理弹性。因此,政府应加强城市社会服务管理和物理基础设施建设,提高社会弹性,以应对城市灾害。

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