XU Qiu hai,XU Wen bin,WANG Zhen.Study on Waterlogging Solution in Honggutan Central Area in Nanchang City[J].China Water & Wastewater,2018,34(20):17-20.
南昌市红谷滩中心内涝解决方案研究
- Title:
- Study on Waterlogging Solution in Honggutan Central Area in Nanchang City
- 文章编号:
- 1000-4602(2018)20-0017-04
- 分类号:
- TU992
- 文献标志码:
- B
- 摘要:
- 城市内涝的成因错综复杂,要准确分析并提出合理的解决方案,应全局把握整个排涝分区降雨全过程的水位、流量动态。以南昌市红谷滩中心区排涝分区为研究对象,采用MIKE系列水力模拟软件建立耦合模型,以50年一遇24 h降雨时间序列曲线作为降雨边界条件进行模拟分析,得出内涝风险评估结果,根据评估结果分析得出内涝原因,并结合海绵城市设计理念提出相应的解决方案。同时引入海绵城市设计理念,将城市立交桥周边难以开发的用地设计为下凹式绿地,结果表明,该措施可有效缓解电排站压力。
- Abstract:
- The causes of waterlogging are complicated. In order to accurately analyze the causes and propose a reasonable solution, the water level and flow rate of the whole process of rainfall in the whole drainage area should be comprehended. The article took the central area of Honggutan in Nanchang City as the research object, MIKE series hydraulic simulation software was used to establish the coupling model. And furthermore, the rainfall time series curve of every 24 hours in 50 years was adopted as the rainfall boundary condition. Then the assessment results from the above simulation results were obtained. Finally, the solution of waterlogging was proposed according to the causes. Combined with the concept of sponge city design, the corresponding solutions were put forward. In the solution, some of the land under city overpass was designed as sunken lawn to further expand the water storage, which could effectively relieve the pressure of the power station.
参考文献/References:
[1]徐涛. 城市低影响开发技术及其效应研究[D]. 西安:长安大学,2014.Xu Tao. Research on the Measures and Impacts of Low Impact Development for Urban Areas[D]. Xi’an:Chang’an University,2014(in Chinese).
[2]孙慧修,郝以琼,龙腾锐. 排水工程[M]. 北京:中国建筑工业出版社, 1999.Sun Huixiu,Hao Yiqiong,Long Tengrui. Drainage Engineering[M]. Beijing:China Architecture & Building Press,1999(in Chinese).
[3]曾娇娇,李立成,张灵敏,等. 平原河网城市排涝流量计算方法探讨[J]. 水电能源科学,2015,33(1):56-59.Zeng Jiaojiao,Li Licheng,Zhang Lingmin,et al. Discussion on calculation method of urban drainage for plain river networks[J]. Water Resources and Power,2015,33(1):56-59(in Chinese).
相似文献/References:
[1]赵美玲,朱涛,冯江,等.水力模型在合流制调蓄池进水管改造中的应用[J].中国给水排水,2020,36(7):114.
[2]王诗婧.基于降雨情景模拟的排水系统内涝风险评估与分析[J].中国给水排水,2020,36(11):112.
[3]肖君健,高艳,万帆,等.武汉汤逊湖水系遭遇超长历时暴雨的内涝风险分析[J].中国给水排水,2020,36(13):89.
XIAO Jun-jian,GAO Yan,WAN Fan,et al. Analysis on Waterlogging Risk of Tangxun Lake Water System under Super-long Duration Rainstorm in Wuhan City [J].China Water & Wastewater,2020,36(20):89.
[4]时珍宝,谭琼.基于水力模型的排水系统防涝应急调度预案制定[J].中国给水排水,2020,36(15):93.
SHI Zhen-bao,TAN Qiong.Formulation of Emergency Dispatching Plan for Waterlogging Prevention of Drainage System Based on Hydraulic Model[J].China Water & Wastewater,2020,36(20):93.
[5]吴潇勇,艾静,王圣,等.输配分离供水管网布局的构建与影响评估[J].中国给水排水,2020,36(21):53.
WU Xiao-yong,AI Jing,WANG Sheng,et al.Construction and Impact Assessment of Water Supply Network Layout with Separating Water Supply and Distribution Pipes[J].China Water & Wastewater,2020,36(20):53.
[6]赵吉,郭佳,苏德慧.基于瞬变流模型的深层排水隧道浪涌风险分析[J].中国给水排水,2021,37(15):110.
ZHAO Ji,GUO Jia,SU De-hui.Surge Risk Analysis of Deep Drainage Tunnel System Based on Transient Flow Model[J].China Water & Wastewater,2021,37(20):110.
[7]王秋萍,郭帅,陈国芬,等.道路雨水口泄流量试验研究[J].中国给水排水,2021,37(17):115.
WANG Qiu-ping,GUO Shuai,CHEN Guo-fen,et al.Experiment on Intercepted Flow Rate of Street Storm Sewer Inlets[J].China Water & Wastewater,2021,37(20):115.
[8]赵也,娄明月,杨艺.基于多维水力模型法的机场雨水管网排水能力评估[J].中国给水排水,2021,37(23):122.
ZHAO Ye,LOU Ming-yue,YANG Yi.Drainage Capacity Evaluation of Airport Rainwater Pipe Network Based on Multi-dimensional Hydraulic Model Method[J].China Water & Wastewater,2021,37(20):122.
[9]郭鑫宇,杨敬畏,厉智成,等.主客观组合权重-TOPSIS-k-means++法内涝风险评估[J].中国给水排水,2024,40(5):130.
GUOXin-yu,YANGJing-wei,LIZhi-cheng,et al.Waterlogging Risk Assessment Based on Subjective and Objective Combination Weight-TOPSIS-k-means++[J].China Water & Wastewater,2024,40(20):130.
[10]郭金鹏,齐轶昆,王敏,等.水力模型在市政供水管网改造事故中的应用实践[J].中国给水排水,2024,40(12):101.
GUOJin-peng,QIYi-kun,WANGMin,et al.Application and Practice of Hydraulic Model in Municipal Water Supply Network Reconstruction Accident[J].China Water & Wastewater,2024,40(20):101.
备注/Memo
作者简介:许秋海(1964-),男,江西鄱阳人,本科,总院副总工程师,主要从事城市水系统设计与研究工作。
E-mail:993210512@qq.com
收稿日期:2018-03-09