|本期目录/Table of Contents|

[1]田冉冉,张辉,闫小丽,等.基于流固耦合与多智能体的堤防决口应急响应仿真研究*[J].中国安全生产科学技术,2025,21(3):5-12.[doi:10.11731/j.issn.1673-193x.2025.03.001]
　TIAN Ranran,ZHANG Hui,YAN Xiaoli,et al.Simulation study on emergency response of dike breach based on fluid-solid coupling and multi-agent system[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2025,21(3):5-12.[doi:10.11731/j.issn.1673-193x.2025.03.001]
点击复制

基于流固耦合与多智能体的堤防决口应急响应仿真研究*
分享到：

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
21
期数:
2025年3期
页码:
5-12
栏目:
特邀专栏
出版日期:
2025-03-31

文章信息/Info

Title:
Simulation study on emergency response of dike breach based on fluid-solid coupling and multi-agent system
文章编号:
1673-193X(2025)-03-0005-08
作者:
田冉冉; 张辉; 闫小丽; 陈涛; 许文哲; 张彦博; 肖瑶; 王巍
（1.北京辰安科技股份有限公司，北京 100094；
2.清华大学 安全科学学院，北京 100084）
Author(s):
TIAN Ranran;  ZHANG Hui;  YAN Xiaoli;  CHEN Tao;  XU Wenzhe;  ZHANG Yanbo;  XIAO Yao;  WANG Wei
(1.Beijing Global Safety Technology Co.,Ltd.,Beijing 100094,China;
2.School of Safey Science,Tsinghua University,Beijing 100084,China)
关键词:
堤防决口; 流固耦合; 多智能体系统; 动态灾害仿真
Keywords:
dike breach;  fluid-solid coupling;  multi-agent system;  dynamic disaster simulation
分类号:
X913
DOI:
10.11731/j.issn.1673-193x.2025.03.001
文献标志码:
A
摘要:
为克服堤防决口模拟中静态或单一灾害演化、多因素动态交互影响缺失以及灾害演化、应急决策响应与救援力量调度综合模拟等方面的不足，提出1种基于流固耦合模型和多智能体系统的堤防决口救援联动仿真框架。该框架采用浅水方程模型模拟决口洪水动态漫延过程，耦合泥沙悬浮搬运模型定量解析水流对堤坝的侵蚀与沉积机制，同时引入多智能体系统构建“灾害演化—救援调度—应急决策”动态交互模型，实现多因素耦合下的应急决策推演，并以2024年洞庭湖团洲垸堤防决口事件为案例进行实例验证。研究结果表明：该框架能够有效模拟决口扩展及救援过程，预测灾害演化趋势，生成救援处置建议，可为堤防决口应急响应提供参考。
Abstract:
To address the limitations in current dike breach simulation,such as the static/single-disaster evolution,the insufficient multi-factor dynamic interactions,and the lack of integrated simulation for disaster evolution,emergency decision-making and response,and rescue force deployment,a simulation framework for the emergency rescue collaboration of dike breach based on the fluid-solid coupling model and multi-agent system was proposed.The shallow water equations model was used to simulate the dynamic propagation process of breach flood,and it was coupled with the sediment suspension-transport model to quantitatively analyze the erosion and deposition mechanism of water flow on dike.Meanwhile,the multi-agent system was introduced to establish a dynamic interaction model integrating “disaster evolution-rescue allocation-emergency decision-making”,realizing the emergency decision deduction under multi-factor coupling.A case verification of dike breach in Tuanzhou polder of Dongting Lake in 2024 was carried out.The results show that the framework can effectively simulate the breach expansion and rescue process,predict the evolution trend of disaster,and generate the rescue disposal suggestions,which can provide reference for the emergency response of dike breach.

参考文献/References:

［1］涂建伟,蒋德成,崔家仲,等.面向岸堤坍塌全过程的应急防护措施与装置［J］.人民长江,2024,55(4):200-206. TU Jianwei,JIANG Decheng,CUI Jiazhong,et al.Emergency protection measure and device for whole process of embankment collapse［J］.Yangtze River,2024,55(4):200-206.
［2］牛志攀,陈昆廷,张新华,等.滑坡堰塞坝坝体溃决机理与溃决实验研究综述［J］.西南民族大学学报(自然科学版),2019,45(6):646-653. NIU Zhipan,CHEN Kunting,ZHANG Xinhua,et al.Review of relevant characteristics of landslide dams and dam-break experimental studies［J］.Journal of Southwest Minzu University (Natural Science Edition),2019,45(6):646-653.
［3］朱勇辉,周建银.堤坝漫溃机理、模型及溃决洪水模拟技术与应用［J］.长江科学院院报,2023,40(5):1-8. ZHU Yonghui,ZHOU Jianyin.Embankment breach due to overflowing:mechanism,models,flood［J］.Journal of Changjiang River Scientific Research Institute,2023,40(5):1-8.
［4］陈生水,赵天龙,钟启明.堰塞坝溃坝数学模型研究与应用［J］.水利水运工程学报,2015(3):1-8. CHEN Shengshui,ZHAO Tianlong,ZHONG Qiming.Dam-break numerical model for a barrier dam and its application［J］.Hydro-Science and Engineering,2015(3):1-8.
［5］彭成,谷刘伟凯,钟启明.利用Flow-3D软件数值模拟堰塞坝溃决过程［J］.水科学与工程技术,2023(5):1-5. PENG Cheng,GU Luweikai,ZHONG Qiming.Numerical simulation of dam failure process based on Flow-3D［J］.Water Sciences and Engineering Technology,2023(5):1-5.
［6］罗娜，刘成林，陈宇豪.堤防决口下游泥沙冲刷的三维数值模拟分析［J］.南昌大学学报:工科版，2016,38(4):360-365,402. LUO Na,LIU Chenglin,CHEN Yuhao.Three dimensional numerical simulation research of sediment scour in downstream of dike breach［J］.Journal of Nanchang University (Engineering & Technology),2016,38(4):360-365,402.
［7］冶运涛，梁犁丽，张光辉，等.基于修正控制方程的复杂边界溃坝水流数值模拟［J］.水力发电学报，2014，33(5):99-107. YE Yuntao,LIANG Lili,ZHANG Guanghui,et al.Numerical simulation of dam-break water flow with complex boundary based on governing equations modification［J］.Journal of Hydroelectric Engineering,2014,33(5):99-107.
［8］曾秀娟,谢涛.不同水头与流量条件下堤防梯形决口水流特性数值模拟［J］.江西水利科技,2018,44(1):15-21. ZENG Xiujuan,XIE Tao.Numerical simulation of flow characteristics of dike with trapezoid breach under different head and flow conditions［J］.Jiangxi Hydraulic Science & Technology,2018,44(1):15-21.
［9］杨江涛,石振明,郑鸿超,等.堰塞坝渗流稳定性及坝体动力响应研究［J］.工程地质学报,2023,31(2):574-583. YANG Jiangtao,SHI Zhenming,ZHENG Hongchao,et al.Seepage stability and dynamic response of landslide dam under earthquake［J］.Journal of Engineering Geology,2023,31(2):574-583.
［10］张士辰,周克发,王晓航,等.水库溃坝应急仿真关键技术综述［J］.中国安全生产科学技术,2011,7(12):92-96. ZHANG Shichen,ZHOU Kefa,WANG Xiaohang,et al.Summarization on key technology of simulation on dam failure for reservoirs［J］.Journal of Safety Science and Technology,2011,7(12):92-96.
［11］王姣,吴泽亮,熊威,等.堤防弯道决口逐渐溃决三维数值模拟［J］.水利水运工程学报,2024(1):27-34. WANG Jiao,WU Zeliang,XIONG Wei,et al.Analysis of gradual dike bend breach through 3D numerical simulation［J］.Hydro-Science and Engineering,2024(1):27-34.
［12］马利平,侯精明,张大伟,等.耦合溃口演变的二维洪水演进数值模型研究［J］.水利学报,2019,50(10):1253-1267. MA Liping,HOU Jingming,ZHANG Dawei,et al.Study on 2D numerical simulation coupling with breach evolution in flood propagation［J］.Journal of Hydraulic Engineering,2019,50(10):1253-1267.
［13］LIU M,ZHU J,ZHU Q,et al.Optimization of simulation and visualization analysis of dam-failure flood disaster for diverse computing systems［J］.International Journal of Geographical Information Science,2017,31(9):1891-1906.
［14］杜巍,张利荣,刘剑,等.黄梅县考田河堤决口封堵处置方案［J］.水利水电技术,2017,48(增刊1):21-24. DU Wei,ZHANG Lirong,LIU Jian,et al.Scheme of closuring treatment on breach of Kaotianhe river embankment in Huangmei County［J］.Water Resource and Hydropower Engineering,2017,48(Supplement 1):21-24.
［15］张利荣,项正军,张轩庄,等.洞庭湖团洲垸堤防特大决口高效封堵关键技术［J］.中国防汛抗旱,2024,34(10):20-26. ZHANG Lirong，XIANG Zhengjun，ZHANG Xuanzhuang，et al.Key technology for efficient sealing of large-scale breach in Tuanzhouyuan embankment of Dongting Lake［J］.China Flood & Drought Management,2024,34(10):20-26.
［16］柳欢,张陶陶,王晓龙.河南鹤壁浚县卫河河堤决口封堵技术［J］.人民黄河,2022,44(增刊1):14-16. LIU Huan,ZHANG Taotao,WANG Xiaolong.Sealing technology for the breach of weihe levee in Xunxian county,Hebi city,Henan province［J］.Yellow River,2022,44(Supplement 1):14-16.
［17］郭昕曜,孙延杰,吕伟.洪涝灾害“空地一体化”应急救援响应流程建模及时效分析［J］.中国安全生产科学技术,2025,21(1):48-55. GUO Xinyao,SUN Yanjie,LYU Wei.Modeling and timeliness analysis on “air-ground integration” emergency rescue response process of flood disaster［J］.Journal of Safety Science and Technology,2025,21(1):48-55.
［18］林金良.堤防决口封堵关键技术研究［J］.中国防汛抗旱,2021,31(11):56-59. LIN Jinliang.Study on key technology of dike breach plugging［J］.China Flood & Drought Management,2021,31(11):56-59.
［19］任建斌.堤防决口封堵材料应用分析［J］.中国水能及电气化,2017(7):59-63. REN Jianbin.Applied analysis of dike breach blocking materials［J］.China Water Power & Electrification,2017(7):59-63.
［20］JULIEN P Y,SIMONS D B.Sediment transport capacity of overland flow［J］.Transactions of the ASAE,1985,28(3):755-762.
［21］STAM J.Stable fluids［C］//In Proceedings of the 26th annual conference on computer graphics and interactive techniques(SIGGRAPH’99).USA：ACM Press/Addison-Wesley Publishing Co.，1999：121-128.
［22］CHEN P,ZHANG J,SUN Y,et al.Wargame simulation theory and evaluation method for emergency evacuation of residents from urban waterlogging disaster area［J］.International Journal of Environmental Research and Public Health,2016,13(12):1260.
［23］YANG Q,SUN Y,LIU X,et al.MAS-Basedevacuation simulation of an urban community during an urban rainstorm disaster in China［J/OL］.Sustainability,2020,12(2):546.

相似文献/References:

[1]赵小平,任 颖,白本祥,等.尾矿库初期坝稳定性的合成孔径雷达干涉变形检测与流固耦合数值模拟分析[J].中国安全生产科学技术,2014,10(5):17.[doi:10.11731/j.issn.1673-193x.2014.05.003]
　ZHAO Xiaoping,REN Ying,BAI Benxiang,et al.INSAR deformation detection and fluid-solid coupling numerical simulation analysis on the stability of initial dam in tailings reservoir[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(3):17.[doi:10.11731/j.issn.1673-193x.2014.05.003]
[2]梅国栋,王云海.三维流固耦合数值模拟在铜锣山隧道安全性评价中的应用*[J].中国安全生产科学技术,2009,5(6):57.
　MEI Guo dong,WANG Yun hai.The application of 3D fluidsolid coupling numerical simulation in the safety accessment of TongLuo Shan tunnel[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2009,5(3):57.
[3]张杰,梁政,韩传军.基于流固耦合的多弯管路系统动力学分析[J].中国安全生产科学技术,2014,10(8):5.[doi:10.11731/j.issn.1673-193x.2014.08.001]
　ZHANG Jie,LIANG Zheng,HAN Chuan-jun.Dynamics analysis of more curved pipe system based on fluid-structure coupling[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(3):5.[doi:10.11731/j.issn.1673-193x.2014.08.001]
[4]付冉,姚安林,刘霖聪,等.穿越水域输气管道裸露悬空段的应力敏感性分析[J].中国安全生产科学技术,2015,11(11):106.[doi:10.11731/j.issn.1673-193x.2015.11.018]
　FU Ran,YAO An-lin,LIU Lin-cong,et al.Analysis on stress sensitivity for exposed and suspended section of water crossing gas pipeline[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(3):106.[doi:10.11731/j.issn.1673-193x.2015.11.018]
[5]许根富,王飞,赵哲明,等.石化压力管道冲蚀失效数值模拟及影响因素分析[J].中国安全生产科学技术,2016,12(4):143.[doi:10.11731/j.issn.1673-193x.2016.04.026]
　XU Genfu,WANG Fei,ZHAO Zheming,et al.Numerical simulation and influence factor analysis on erosion-corrosionfailure of petrochemical pressure pipeline[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(3):143.[doi:10.11731/j.issn.1673-193x.2016.04.026]
[6]翟晓荣,张红梅,窦仲四,等.基于不同岩层组合对底板阻水效应的流固耦合机理研究[J].中国安全生产科学技术,2016,12(7):16.[doi:10.11731/j.issn.1673-193x.2016.07.003]
　ZHAI Xiaorong,ZHANG Hongmei,DOU Zhongsi,et al.Study on fluid-solid coupling mechanism for water resistance effect of coal floor based on different combination of rock strata[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(3):16.[doi:10.11731/j.issn.1673-193x.2016.07.003]
[7]黎伟,宋伟,李乃禾,等.滑套式井下安全阀设计及动态特性分析[J].中国安全生产科学技术,2017,13(2):159.[doi:10.11731/j.issn.1673-193x.2017.02.028]
　LI Wei,SONG Wei,LI Naihe,et al.Design and dynamic characteristic analysis of sliding-sleeve subsurface safety valve[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2017,13(3):159.[doi:10.11731/j.issn.1673-193x.2017.02.028]
[8]施永威,王宗林,梁冰,等.本煤层顺层预抽瓦斯钻孔间距数值模拟研究[J].中国安全生产科学技术,2017,13(5):21.[doi:10.11731/j.issn.1673-193x.2017.05.004]
　SHI Yongwei,WANG Zonglin,LIANG Bing,et al.Study on numerical simulation of borehole spacing for gas pre-drainage along coal seam[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2017,13(3):21.[doi:10.11731/j.issn.1673-193x.2017.05.004]
[9]骆正山,钟强.多相流耦合水击模型在泄压阀压力精度设定中的应用[J].中国安全生产科学技术,2018,14(7):148.[doi:10.11731/j.issn.1673-193x.2018.07.022]
　LUO Zhengshan,ZHONG Qiang.Application of Multiphase Flow Coupled Water Hammer Model in Pressure Accuracy Setting of Pressure Relief Valve[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2018,14(3):148.[doi:10.11731/j.issn.1673-193x.2018.07.022]
[10]周西华,张潇文,白刚,等.考虑水渗流作用的顺层抽采模拟及参数优化研究[J].中国安全生产科学技术,2018,14(10):112.[doi:10.11731/j.issn.1673-193x.2018.10.018]
　ZHOU Xihua,ZHANG Xiaowen,BAI Gang,et al.Study on simulation of alongseam gas extraction considering water seepage effect and parameter optimization[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2018,14(3):112.[doi:10.11731/j.issn.1673-193x.2018.10.018]

备注/Memo

备注/Memo:
收稿日期： 2025-02-08
* 基金项目： 国家重点研发计划项目（2024YFC3017000）
作者简介： 田冉冉，硕士研究生，主要研究方向为公共安全与应急救援。
通信作者： 张辉，博士，高级工程师，主要研究方向为公共安全与应急管理。
更新日期/Last Update: 2025-03-28