[1]孙志科,沈芳芳,夏炎.廖家沟水源地新取水口河势分析[J].江苏水利,2017,(11):21-24.
　SUN Zhike,SHEN Fangfang,XIA Yan.Analysis on the river regime of new water intake of Liaojiagou water source[J].JIANGSU WATER RESOURCES,2017,(11):21-24.
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廖家沟水源地新取水口河势分析()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2017年11期
页码:
21-24
栏目:
水文水资源
出版日期:
2017-11-15

文章信息/Info

Title:
Analysis on the river regime of new water intake of Liaojiagou water source
文章编号:
1007-7839（2017）11-0017-04
作者:
孙志科; 沈芳芳; 夏炎
江苏省江都水利工程管理处，江苏 扬州 225200
Author(s):
SUN Zhike; SHEN Fangfang; XIA Yan
Jiangdu Water Conservancy Project Management Office，Yangzhou 225200，Jiangsu
关键词:
河势分析; 廖家沟; 取水口
Keywords:
analysis on the river regime; Liaojiagou; water intake
分类号:
TV67
文献标志码:
B
摘要:
淮河入江水道廖家沟原有取水口建设标准低，已不能满足扬州市区的供水要求，根据扬州市政府规划，拟对原有取水口进行迁建。通过对比万福闸下游长度约4.0 km 河道测图，并对拟迁建取水口位置所处河道边界特性、河床稳定性及冲刷淤积的分析，确定拟建取水口的位置。
Abstract:
The construction standard of original water intake of Liaojiagou located in Huaihe river outfall water way was lower to meet the water supply requirements of Yangzhou urban area.According to the government planning of Yangzhou City, the original water intake was proposed to be relocated.The new water intake location was determined by comparing the 4.0 km downstream channel mapping data of Wanfu sluice, as well as the analysis of the boundary characteristics, the stability of riverbed and erosion and deposition of the water intake to be relocated.

参考文献/References:

[1] 丁平，刘金生，傅桂明.浅谈扬州市淮河入江水道整治工程的建设管理[J].治淮，2015（05）:49-50.
[2] 张敏，刘洪林，楚恩国.淮河入江水道行洪能力分析与对策[J].中国防汛抗旱，2007（06）:42-45.
[3] 罗伯明.淮河入江水道现状及防洪对策[J].江苏水利，1999（03）:35-36.
[4] 宋乃聪.淮河入江水道1991 年洪水的特点及防治对策[J].江苏水利，1992（01）:6-8.

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[1]祁仰旭,朱春光,王义坤,等.流域性大洪水后长江新济洲汊道河势分析研究[J].江苏水利,2022,(01):51.
　QI Yangxu,ZHU Chunguang,WANG Yikun,et al.Analysis and research on river regime of Xinjizhou Branch of Yangtze River after basin flood[J].JIANGSU WATER RESOURCES,2022,(11):51.

备注/Memo

备注/Memo:
收稿日期：2017-08-14
作者简介：孙志科（1979-），男，本科，工程师，主要从事水利工程管理工作。
更新日期/Last Update: 2017-11-15