In order to reduce life loss caused by flood dam-break and effectively organize staff to withdraw from dangerous area, we introduce in detail the technology of flood evacuation route analysis, and discuss the procedures of using GIS-based network analysis technology to calculate flood evacuation routes. These procedures include topological check and manipulation of road network, establishing of digital road network model, optimal matching between transfer unit and evacuation shelter, and optimal calculation of evacuation routes. Then, we take dam-break at the right bank of Hunhe river, located in Liaoning province, as an example. We realize the nearest route searching for evacuation and draw evacuation map. The results show that, GIS network analysis technology is convenient for calculating optimal evacuation route, and can help us increase the efficiency and save cost during evacuation. The flood evacuation map and evacuation method from GIS technology can be references for emergency plans on flood control.
Key words
GIS /
network analysis /
flood evacuation /
flood control /
flood shelter
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
References
[1] SIMONOVIC S P, AHMAD S. Computer-based Model for Flood Evacuation Emergency Planning. Natural Hazards, 2005,34(1):25-51.
KIM J Y, KUWAHARA Y J, KUMAR M. A DEM-based Evaluation of Potential Flood Risk to Enhance Decision Support System for Safe Evacuation. Natural Hazards,2011,59(3):1561-1572.
张永领.公众洪灾应急避险模式和避险体系研究.灾害学,2013,22(4):227-233.
CHENG C Y, QIAN X, ZHANG Y C, et al. Estimation of the Evacuation Clearance Time Based on Dam-break Simulation of the Huaxi Dam in Southwestern China. Natural Hazards,2011,57(2):227-243.
温伯威,魏海平,张 强,等.基于GIS和AHP的疏散地域选址.测绘科学技术学报,2011,28(6):463-466.
樊 玲.基于层次分析法的GIS应急救援最优路径优化法.计算技术与自动化,2007,26(2):81-84.
程志华,刘小勇.基于GIS的城市路网拓扑关系的自动建立及最短路径分析.新疆农业大学学报,2007,30(2):77-80.
彭盛华,赵俊琳,翁立达.GIS网络分析技术在河流水污染追踪中的应用.水科学进展,2002,13(4):461-465.
李小马,刘常富.基于网络分析的沈阳城市公园可达性和服务.生态学报,2009,29(3):1554-1562.
廖威林,周小文,何勇彬.城市地区水库溃坝洪水演进模拟.raybet体育在线
院报,2014,31(10):98-103.