基于熵权TOPSIS法的移动防洪系统选择研究
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摘要
目前,随着国家大力推行生态文明城市的建设,移动式防洪系统广泛应用于城市防洪基础建设中。因此,如何更为科学的选择移动式防洪系统成为了现在需要解决的关键问题。本文根据已有研究,并结合项目特点,以移动式防洪系统安全、成本、特性、应急为基础构建移动式防洪系统选择指标体系,并利用TOPSIS模型对移动式防洪系统进行评价选择。本文在计算模型权重时采用熵权法计算指标权重,降低了选择过程中的主观性,使得选择结果具有一定的客观性。
At present, as the country vigorously promote the construction of ecological civilization city, mobile flood control system is widely used in urban flood control infrastructure. Therefore, It is the key problem that needs to be solved to choose mobile flood control system more scientifically now. Based on the existing research and combining with the characteristics of the project, this paper constructs the selection index system of mobile flood control system based on the safety, cost, characteristics and emergency, and uses TOPSIS model to evaluate and select the mobile flood control system. In this paper, it uses the entropy weight method to calculate the priority of the index weight in the calculation of the priority of the model, thus reducing the subjectivity in the selection process, so that making the selection result has certain objectivity.
At present, as the country vigorously promote the construction of ecological civilization city, mobile flood control system is widely used in urban flood control infrastructure. Therefore, It is the key problem that needs to be solved to choose mobile flood control system more scientifically now. Based on the existing research and combining with the characteristics of the project, this paper constructs the selection index system of mobile flood control system based on the safety, cost, characteristics and emergency, and uses TOPSIS model to evaluate and select the mobile flood control system. In this paper, it uses the entropy weight method to calculate the priority of the index weight in the calculation of the priority of the model, thus reducing the subjectivity in the selection process, so that making the selection result has certain objectivity.
引文
[1]辛长爽,金锐.我国城市防洪体系存在的问题及解决途径的探讨[J].水利学报,2007(Z1):423-427.
[2]楼肖华,周涛.山地城市滨江路的规划建设和防洪标准——以重庆主城为例[J].城市问题,2009(12):50-55.
[3]Dr.-Ing, Habil D I. OPPORTUNITIES AND DRAWBACKS OF MOBILE FLOOD PROTECTION SYSTEMS[J]. Coastal Engineering Proceedings, 2011.
[4]周亭秀.城市防洪系统评价模型的研究[D].四川:西南交通大学,2015.
[5]苏超,方崇,麻荣永.TOPSIS模型在城市防洪体系综合评价中的应用[J].人民长江,2011,42(21):7-10.
[6]范秋映.城市防洪系统评价的集对分析方法[D].合肥工业大学,2009.
[7]陈守开,李慧敏,王远明,等.移动式防洪系统力学性能及渗漏特性试验研究[J].农业工程学报,2017,33(20):83-89.
[8]Koppe, B, Brinkmann, B.Development and testing of waterfilled tube systems for flood protection measures[C]. International Conference on Textile Composites and Inflatable Structure,Structural Membranes 2011, CIMNE, Barcelona, 2011.
[9]佚名.组合式移动防洪墙[J].中国水利,2017(9):69.
[10]黄海杨,谢丽华,宋燕萍,等.一种平卧上翻式活动防洪系统,One kind of the flip-lying flood control system activity:CN104195996 B[P].2016.
[11]黄海杨,谢丽华,董杰.平卧上翻式活动防洪系统的设计[J].浙江水利水电学院学报,2017,29(2):21-24.
[12]孟祥光,武永新,刘云.新型悬挂式防洪堤开发研究[J].水电能源科学,2015,33(5):124-126.
[13]李志鹏,岳金文,洪顺军.快速组装移动式防洪墙,CN104499460A[P].2015-04-08.
[14]徐朝辉.移动式防洪墙,CN103306237A[P].2013-09-18.
[15]I Kádár. Mobile flood protection walls[J]. Pollack Periodica,2015, 10(1):133-142.
[16]Koppe B,Ode U.Mobile Flood Protection Systems for Urban Areas[J].2006.
[17]Nehlsen E, Wilke M. Flood Mitigation Using Cascading Dike System[J]. 2007.
[18]潘雷.新型装配式防洪墙在武汉城市防洪中的应用前景[J].中国市政工程,2013(s1):54-55.
[19]吴都,唐德善,鹿情情.基于ANP-MEA模型的城市防洪系统综合评价[J].水电能源科学,2015,33(5):37-41.
[20]吴晓涛,张永领,吴丽萍.基于改进熵权TOPSIS的应急物资生产能力储备企业选择[J].安全与环境学报,2011,11(3):213-217.
[21]李灿,张凤荣,朱泰峰,等.基于熵权TOPSIS模型的土地利用绩效评价及关联分析[J].农业工程学报,2013,29(5):217-227.
[2]楼肖华,周涛.山地城市滨江路的规划建设和防洪标准——以重庆主城为例[J].城市问题,2009(12):50-55.
[3]Dr.-Ing, Habil D I. OPPORTUNITIES AND DRAWBACKS OF MOBILE FLOOD PROTECTION SYSTEMS[J]. Coastal Engineering Proceedings, 2011.
[4]周亭秀.城市防洪系统评价模型的研究[D].四川:西南交通大学,2015.
[5]苏超,方崇,麻荣永.TOPSIS模型在城市防洪体系综合评价中的应用[J].人民长江,2011,42(21):7-10.
[6]范秋映.城市防洪系统评价的集对分析方法[D].合肥工业大学,2009.
[7]陈守开,李慧敏,王远明,等.移动式防洪系统力学性能及渗漏特性试验研究[J].农业工程学报,2017,33(20):83-89.
[8]Koppe, B, Brinkmann, B.Development and testing of waterfilled tube systems for flood protection measures[C]. International Conference on Textile Composites and Inflatable Structure,Structural Membranes 2011, CIMNE, Barcelona, 2011.
[9]佚名.组合式移动防洪墙[J].中国水利,2017(9):69.
[10]黄海杨,谢丽华,宋燕萍,等.一种平卧上翻式活动防洪系统,One kind of the flip-lying flood control system activity:CN104195996 B[P].2016.
[11]黄海杨,谢丽华,董杰.平卧上翻式活动防洪系统的设计[J].浙江水利水电学院学报,2017,29(2):21-24.
[12]孟祥光,武永新,刘云.新型悬挂式防洪堤开发研究[J].水电能源科学,2015,33(5):124-126.
[13]李志鹏,岳金文,洪顺军.快速组装移动式防洪墙,CN104499460A[P].2015-04-08.
[14]徐朝辉.移动式防洪墙,CN103306237A[P].2013-09-18.
[15]I Kádár. Mobile flood protection walls[J]. Pollack Periodica,2015, 10(1):133-142.
[16]Koppe B,Ode U.Mobile Flood Protection Systems for Urban Areas[J].2006.
[17]Nehlsen E, Wilke M. Flood Mitigation Using Cascading Dike System[J]. 2007.
[18]潘雷.新型装配式防洪墙在武汉城市防洪中的应用前景[J].中国市政工程,2013(s1):54-55.
[19]吴都,唐德善,鹿情情.基于ANP-MEA模型的城市防洪系统综合评价[J].水电能源科学,2015,33(5):37-41.
[20]吴晓涛,张永领,吴丽萍.基于改进熵权TOPSIS的应急物资生产能力储备企业选择[J].安全与环境学报,2011,11(3):213-217.
[21]李灿,张凤荣,朱泰峰,等.基于熵权TOPSIS模型的土地利用绩效评价及关联分析[J].农业工程学报,2013,29(5):217-227.