[1]于飞龙,刘 月,严 锋,等.秦淮河流域东山站防汛特征水位复核分析[J].江苏水利,2020,(05):13-17.
　YU Feilong,LIU Yue,YAN Feng,et al.Review and analysis on the flood control characteristic water level of Dongshan Station in Qinhuai River Basin[J].JIANGSU WATER RESOURCES,2020,(05):13-17.
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秦淮河流域东山站防汛特征水位复核分析()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2020年05期
页码:
13-17
栏目:
水文水资源
出版日期:
2020-06-10

文章信息/Info

Title:
Review and analysis on the flood control characteristic water level of Dongshan Station in Qinhuai River Basin
文章编号:
1007-7839(2020)05-0013-05
作者:
于飞龙1;  刘 月1;  严 锋1;  叶 彬2;  朱立国3
1.江苏省水文水资源勘测局南京分局, 江苏 南京 210008; 2.江苏省水文水资源勘测局扬州分局, 江苏 扬州 225009; 3.江苏省水文水资源勘测局无锡分局, 江苏 无锡 214031
Author(s):
YU Feilong1;  LIU Yue1;  YAN Feng1;  YE Bin2;  ZHU Liguo3
1.Nanjing Hydrology and Water Resources Survey Bureau of Jiangsu Province, Nanjing 210008, China; 2.Yangzhou Hydrology and Water Resources Survey Bureau of Jiangsu Province, Yangzhou 225009, China; 3.Wuxi Hydrology and Water Resources Survey Bureau of Jiangsu Province, Wuxi 214031, China
关键词:
特征水位;  水情;  秦淮河流域;  东山站
Keywords:
characteristic water level;  water regime;  the Qinhuai River Basin;  Dongshan Station
分类号:
TV123
文献标志码:
B
摘要:
河湖防汛特征水位是防汛工作的重要技术依据,通过选取东山站2个系列水位资料进行水文分析,结合秦淮河流域水情特性、上下游情况、相关规划及堤防工情对其防汛特征水位进行了复核分析。经复核,东山站警戒水位由8.50 m(吴淞基面,下同)调整为8.80 m,保证水位确定为11.44 m,最终复核成果通过审查并予以采用。
Abstract:
The characteristic water level of rivers and lakes for flood control is an important technical basis for flood control work. By selecting two series of water level data of Dongshan Station for hydrological analysis, the characteristic water level of flood control in Qinhuai River Basin was reviewed and analyzed in combination with the characteristics of water regime, upstream and downstream conditions, relevant planning and the embankment work situation. After review, the water level at Dongshan Station was adjusted to 8.80m from 8.50m(Wusong Base, the same below), and the water level was determined to be 11.44m. The review results had been reviewed by the expert group and issued by the Jiangsu Flood Control and Drought Control Headquarters.

参考文献/References:

[1] 梅青, 黄志兴. 太湖流域防汛特征水位确定方法简析[J]. 研究探讨, 2015(12):36-38.
[2] 缪大宏, 张晓峰. 南京城市防洪规划研究[J]. 中国水利, 2015(13):16-19.
[3] 南京市防汛防旱指挥部办公室. 南京市主要江河湖防汛特征水位核定成果报告(秦淮河分册)[R]. 2018.
[4] 南京市防汛防旱指挥部办公室. 南京市主要江河湖防汛特征水位核定成果报告(长江分册)[R], 2018.
[5] 吴玉明, 奚肖亚, 等. 南京城市防洪规划(2013—2030)[R]. 南京:南京市水利局, 南京市水利规划设计院有限责任公司, 2015.

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备注/Memo

备注/Memo:
收稿日期:2019-11-13
作者简介:于飞龙(1989—),男,工程师,主要从事水文模型和水文测报工作。E-mail:longztok@163.com
更新日期/Last Update: 2020-05-20