城市内涝积水对暴雨雨型响应规律研究
详细信息 查看官网全文
- 英文论文题名：Research on Urban Flood Inundation Response to Storm Patterns
- 论文作者：郭凯华 ; 侯精明 ; 王润 ; 齐文超 ; 赵安妮 ; 李东来
- 英文论文作者：GUO Kaihua ; HOU Jingming ; WANG Run ; QI Wenchao ; ZHAO Anni ; LI Donglai ; School of Water Resources and Hydroelectric Engineering ; Xi'an University of Technology
- 年：2017
- 作者机构：西安理工大学水利水电学院;
- 论文关键词：城市内涝 ; 暴雨雨型 ; 雨峰 ; 数值模型
- 英文论文关键词：urban flood ; rainfall pattern ; storm peak ; numerical model
- 会议召开时间：2017-04-08
- 会议录名称：2017第九届河湖治理与水生态文明发展论坛论文集
- 语种：中文
- 分类号：TU992
- 学会代码：SLJS
- 会议名称：2017第九届河湖治理与水生态文明发展论坛
- 会议地点：中国陕西西安
- 主办单位：流域水循环模拟与调控国家重点实验室、国际水生态安全中国委员会、长江水利委员会长江科学院、南京大学常熟生态研究院
- 学会名称：中国水利技术信息中心
- 页数：6
- 文件大小：1183k
- 原文格式：O
- 会议级别：全国
摘要
为揭示不同雨型对城市内涝积水程度影响规律,本文应用基于水动力方法的城市雨洪过程数值模型对研究区域的暴雨致涝特性进行了模拟计算,依次模拟了不同重现期及不同峰值比例的设计暴雨条件下的内涝积水量,并根据计算结果分析了暴雨雨型对城市内涝的量化影响。研究发现:降雨重现期小于5年一遇时,峰现时问靠前的降雨场次内涝积水更为严重;重现期增大至50年一遇时,峰现时间靠后的降雨会导致更大涝灾,而降雨重现期为5年、10年、20年、50年时,内涝积水对于降雨峰值比例参数不敏感。此外,暴雨峰值比例越小或重现期长,内涝积水总量峰现时间对于降雨峰现时间的延后性越强,但当降雨为百年一遇特大暴雨时,内涝积水峰值基本消除了延后性。上述规律对城市规划和雨洪管理具有一定的指导意义。
In order to reveal the influence of different design hyetographs on urban flood inundation,this work apply a hydro-dynamic model for rainfall-runoff process to simulate urban flood inundation patterns effected by design hyetographs with different position coefficients of rainfall peak and a set of return periods.The modelled results show that urban rainstorm water logging of smaller position coefficients of rainfall peak is more serious with the return period under 5a,while it is the other way around with the return period greater than 50 a.For the return periods between 5a and 50 a,the inundation is not sensitive the position coefficients.In addition,the when the position coefficient is smaller or the return period is longer,the hysteresis of inundation to the storm peak becomes heavier.However,if the return period is longer than 100 a,the hysteresis nearly disappear.The finding in this paper could provide theoretical references to the urban planning and flood management.
In order to reveal the influence of different design hyetographs on urban flood inundation,this work apply a hydro-dynamic model for rainfall-runoff process to simulate urban flood inundation patterns effected by design hyetographs with different position coefficients of rainfall peak and a set of return periods.The modelled results show that urban rainstorm water logging of smaller position coefficients of rainfall peak is more serious with the return period under 5a,while it is the other way around with the return period greater than 50 a.For the return periods between 5a and 50 a,the inundation is not sensitive the position coefficients.In addition,the when the position coefficient is smaller or the return period is longer,the hysteresis of inundation to the storm peak becomes heavier.However,if the return period is longer than 100 a,the hysteresis nearly disappear.The finding in this paper could provide theoretical references to the urban planning and flood management.
引文
[1]俞露,荆燕燕,许拯民.辅助排水防涝规划编制的设计降雨雨型研究[J].中国给水排水,2015,19:141-145.(YU Lu,JING Yan-yan,XU Zheng-min.Study on Design R ainfall Pattern Supporting Urban Drainage and Waterlogging Prevention Planning[J].China Water and Wastewater,2015,19:141-145.(in Chinese))
[2]黄丽,何平,孙群晶,陈建卓,姚章村.2004年与历年三江平原成灾雨型分析[J].黑龙江水专学报,2005,01:l-3.(HUANG Li,HE Ping,SUN Qun-jing,CHEN Jian-zhuo,YAO ZhangChun.Analysis on the type cause damage rainfall between 2004 and historical years in Sangjiang Plain.JoumalofEngineeringofHeilongjiang,2005,01:1-3.(in Chinese))
[3]Jingming Hou,Franz Simons,Mohamed Mahgoub,and Reinhard Hinketmann.A robust well-balanced model on unstructured grids for shallow water flows with wetting and drying over complex topography.Computer Methods in Applied Mechanics and Engineering,257:126-149,2013.
[4]Emmanuel Audusse and Marie Odile Bristeau.A well-balanced positivity preserving second-order scheme for shallow water flows on unstructured meshes.Journal of Computational Physics,206:311-333,2005.
[5]Alfredo Bermudez and Ma Elena Vazquez.Upwind methods for hyperbolic conservation laws with source terms.Computers&Fluids,23:1049-1071,1994.
[6]Bojan Crnkovic,Nelida Crnjaric-Zic,and Lado Kranjcevic.Improvements of semi-implicit schemes for hyperbolic balance laws applied on open channel flow equations.Computers&Mathematics with Applications,58(2):292-309,2009.
[7]胡晖,张建丰,张瑞晞.探讨低影响开发技术在沣西新城的应用[J].环境保护科学,2015,06:90-93+128.(Hu Hui,Zhang Jianfeng,Zhang Ruixi.Discussion of Application of Low Impact Development Technology in Fengxi New Town[J].Enviromental Protection Science,2015,06:90-93.(in Chinese))
[8]毕旭,程龙,姚东升,王百鹏,王丽,金丽娜,杨晓春.西安城区暴雨雨型分析[J].安徽农业科学,2015,35:295-297+325.(BI Xu,CHENG Long,YAO Dongsheng et al.Analysis on Urban Rainstorm Pattern of Xi'an[J].Journal of Anhui Agricultural Sciences,2015,35:295-297+325.(in Chinese))
[9]岑国平,沈晋,范荣生.城市设计暴雨雨型研究[J].水科学进展,1998,01:42-47.(Cen Guoping,SHEN Jin,FAN Rongsheng.THE Study of Different Urban Design Storm Patterns[J].Advances in Water Science,1998,01:42-47.(in Chinese))
[2]黄丽,何平,孙群晶,陈建卓,姚章村.2004年与历年三江平原成灾雨型分析[J].黑龙江水专学报,2005,01:l-3.(HUANG Li,HE Ping,SUN Qun-jing,CHEN Jian-zhuo,YAO ZhangChun.Analysis on the type cause damage rainfall between 2004 and historical years in Sangjiang Plain.JoumalofEngineeringofHeilongjiang,2005,01:1-3.(in Chinese))
[3]Jingming Hou,Franz Simons,Mohamed Mahgoub,and Reinhard Hinketmann.A robust well-balanced model on unstructured grids for shallow water flows with wetting and drying over complex topography.Computer Methods in Applied Mechanics and Engineering,257:126-149,2013.
[4]Emmanuel Audusse and Marie Odile Bristeau.A well-balanced positivity preserving second-order scheme for shallow water flows on unstructured meshes.Journal of Computational Physics,206:311-333,2005.
[5]Alfredo Bermudez and Ma Elena Vazquez.Upwind methods for hyperbolic conservation laws with source terms.Computers&Fluids,23:1049-1071,1994.
[6]Bojan Crnkovic,Nelida Crnjaric-Zic,and Lado Kranjcevic.Improvements of semi-implicit schemes for hyperbolic balance laws applied on open channel flow equations.Computers&Mathematics with Applications,58(2):292-309,2009.
[7]胡晖,张建丰,张瑞晞.探讨低影响开发技术在沣西新城的应用[J].环境保护科学,2015,06:90-93+128.(Hu Hui,Zhang Jianfeng,Zhang Ruixi.Discussion of Application of Low Impact Development Technology in Fengxi New Town[J].Enviromental Protection Science,2015,06:90-93.(in Chinese))
[8]毕旭,程龙,姚东升,王百鹏,王丽,金丽娜,杨晓春.西安城区暴雨雨型分析[J].安徽农业科学,2015,35:295-297+325.(BI Xu,CHENG Long,YAO Dongsheng et al.Analysis on Urban Rainstorm Pattern of Xi'an[J].Journal of Anhui Agricultural Sciences,2015,35:295-297+325.(in Chinese))
[9]岑国平,沈晋,范荣生.城市设计暴雨雨型研究[J].水科学进展,1998,01:42-47.(Cen Guoping,SHEN Jin,FAN Rongsheng.THE Study of Different Urban Design Storm Patterns[J].Advances in Water Science,1998,01:42-47.(in Chinese))