轨道交通建设对蓄滞洪区运用影响研究

张慧,李会云,崔占峰

长江科学院院报 ›› 2016, Vol. 33 ›› Issue (12) : 33-36.

PDF(1953 KB)
PDF(1953 KB)
长江科学院院报 ›› 2016, Vol. 33 ›› Issue (12) : 33-36. DOI: 10.11988/ckyyb.20150943
防洪减灾

轨道交通建设对蓄滞洪区运用影响研究

  • 张慧,李会云,崔占峰
作者信息 +

Influence of Rail Transit on Usage of Flood Detention Basin

  • ZHANG Hui, LI Hui-yun, CUI Zhan-feng
Author information +
文章历史 +

摘要

随着经济社会快速发展和人口增加,城市附近蓄滞洪区内轨道交通项目建设速度明显加快,国内外就其项目建设对蓄滞洪区运用产生的影响研究较少。以武汉市轨道交通21号线工程为例,采用动边界模拟技术,建立蓄滞洪区二维水流数学模型,在此基础上就轨道交通建设项目对蓄滞洪区运用的影响进行分析研究。研究成果表明:武湖蓄滞洪区内轨道交通工程桥墩、车站等占用有效蓄滞容积相对较小;工程建设对蓄滞洪区分洪流量、历时、水位及流场过程的影响较小,对蓄滞洪区退洪流量、历时、水位及流速过程等影响不大,不会对蓄滞洪区运用带来明显不利影响,其研究方法及成果可供工程规划设计单位及防洪管理部门参考。

Abstract

With rapid economic and social development and population growth, rail transit project construction increases obviously at flood detention basin near big city, but few reasearchers turn their eyes to the influence of rail transit on usage of flood detention basin. In view of this, we take rail transit No. 21 in Wuhan as an example. We apply dynamic boundary simulation technology and establish a two-dimensional water flow mathematical model for the flood detention basin to analyze the influence on the basin. Results show that effective flood detention volume occupied by bridge pier or railway station is relatively small in Wuhu flood detention basin. Furthermore, project construction has little influence on flood diversion discharge, duration, water level and flow field. It is the same for flood fall discharge,so project construction doesn’t have obvious adverse impact on the usage of flood detention basin. Finally, the research method and results can be taken as reference for design companies and autorities of flood prevention.

关键词

轨道交通 / 项目建设 / 蓄滞洪区 / 数学模型 / 分洪影响 / 退洪影响

Key words

rail transit / project construction / flood detention basin / mathematical model / influence on flood diversion / influence on flood fall

引用本文

导出引用
张慧,李会云,崔占峰. 轨道交通建设对蓄滞洪区运用影响研究[J]. 长江科学院院报. 2016, 33(12): 33-36 https://doi.org/10.11988/ckyyb.20150943
ZHANG Hui, LI Hui-yun, CUI Zhan-feng. Influence of Rail Transit on Usage of Flood Detention Basin[J]. Journal of Changjiang River Scientific Research Institute. 2016, 33(12): 33-36 https://doi.org/10.11988/ckyyb.20150943
中图分类号: TV873   

参考文献

[1] 周孝德,陈惠君.滞洪区二维洪水演进及洪灾分析[J].西安理工大学学报,1996,12(3):244-250.
[2] 刘战友,韩民安,赵英虎.大黄堡洼蓄滞洪区洪水演进过程分析研究[J].水科学与工程技术,2012,(4):33-35.
[3] 魏 凯,梁忠民,王 军. 基于MIKE21的濛洼蓄滞洪区洪水演算模拟[J].南水北调与水利科技,2013,11(6):16-19.
[4] 段 扬,廖卫红,杨 倩,等. 基于EFDC模型的蓄滞洪区洪水演进数值模拟[J].南水北调与水利科技,2014,12(5):160-165.
[5] 张细兵,毛 冰.基于Google Earth的分蓄洪区水沙模拟与演示系统研究[J].长江科学院院报,2014,31(2):8-11.
[6] 长江水利委员会. 长江流域蓄滞洪区建设与管理规划报告[R].武汉:长江水利委员会,2012.
[7] 长江科学院. 武汉市轨道交通阳逻线(21号线)工程穿越武湖蓄滞洪区洪水影响评价报告[R].武汉:长江科学院,2015.

基金

国家自然科学基金重点项目(51339001)

PDF(1953 KB)

Accesses

Citation

Detail

段落导航
相关文章

/