[1]张翼,朱大伟,金星,等.江苏滨海平原河网地区排涝整治方案研究[J].江苏水利,2022,(09):60-64.
　ZHANG Yi,ZHU Dawei,JIN Xing,et al.Research on drainage control scheme in Jiangsu Coastal plain River network area: a case study of Dongtai Didong Reclamation Area[J].JIANGSU WATER RESOURCES,2022,(09):60-64.
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江苏滨海平原河网地区排涝整治方案研究()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2022年09期
页码:
60-64
栏目:
水利工程管理
出版日期:
2022-10-08

文章信息/Info

Title:
Research on drainage control scheme in Jiangsu Coastal plain River network area: a case study of Dongtai Didong Reclamation Area
文章编号:
1007-7839(2022)09-0060-0005
作者:
张翼1; 朱大伟1; 金星1; 方晨蕾2; 陈俣3
（1.江苏省水利勘测设计研究院有限公司，江苏 扬州 225217；2.高邮市水利局，江苏 扬州 225600；3.兴化市文化旅游发展有限公司，江苏 泰州 225300）
Author(s):
ZHANG Yi1;  ZHU Dawei1;  JIN Xing1;  FANG Chenlei2;  CHEN Yu3
（1.Jiangsu Surveying and Design Institute of Water Resources Co., Ltd., Yangzhou 225127, China；2.Gaoyou Water Conservancy Bureau, Yangzhou 225600, China；3.Xinghua Culture tourism Development Co., Ltd., Taizhou 225300, China）
关键词:
平原河网; MIKE11; 一维河网模型; 防洪排涝; 河道整治
Keywords:
plain river network;  MIKE11;  one-dimensional river network model;  flood control and drainage;  river regulation
分类号:
TV87
文献标志码:
B
摘要:
江苏沿海是典型的滨海平原河网区，特殊的地理位置和气候条件决定了沿海地区面临较为严重的洪涝灾害威胁，确定有效的整治方案是保障区域排涝安全的关键。以东台市堤东垦区为例，采用MIKE11建立区域一维河网模型；在现状排涝能力分析的基础上，针对当前排涝存在的问题，结合规划工程布局，提出排涝闸门下移、新建排涝泵站、闸泵联排等不同整治方案，并进行排涝效果分析；结果表明排涝闸门下移结合泵站强排的工程措施可有效提升区域排涝能力，可为类似滨海平原河网地区的排涝整治工程方案提供参考。
Abstract:
The coastal area of Jiangsu province is a typical coastal plain river network area. The special geographical location and climate conditions determine that the coastal area is faced with serious flood disaster threat. Determining effective regulation scheme is the key to ensure regional drainage safety. Taking Didong Reclamation area of Dongtai city as an example, the regional one-dimensional river network model was established by using MIKE11. On the basis of the analysis of the current drainage capacity, aiming at the problems existing in the current drainage, combined with the layout of planning projects, different regulation schemes are put forward, such as moving down the drainage gate, building a drainage pump station, and combining gate pump row. The drainage effect of each scheme is simulated and calculated, and the results show that the engineering measures of drainage gate downward movement combined with strong drainage of pumping station can effectively improve the regional drainage capacity, which can provide reference for drainage control projects similar to coastal plain network area.

参考文献/References:

[1]江苏省统计局，国家统计局江苏调查总队. 江苏统计年鉴2020[M]. 北京：中国统计出版社，2021.
[2]陈可峰. 黄河北归后江苏海岸带陆海相互作用过程研究[D]. 南京：南京水利科学研究院，2009.
[3]PANDA R K，PRAMANIK N，BALA B. Simulation of river stage using artificial neural network and MIKE11 hydrodynamic model[J]. Computers & Geosciences，2010，36（6）：735-745.
[4]江苏省水文水资源勘测局. 江苏省沿海、沿江排涝设计潮位与潮型分析[R]. 南京：江苏省水文水资源勘测局，2014.
[5]江苏省水利厅. 江苏省里下河区水利治理规划[R]. 南京：江苏省水利厅，2020.

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备注/Memo

备注/Memo:
收稿日期：2022-01-12
作者简介：张翼（1991—），男，硕士，工程师，主要从事水利规划工作。Email:876575026@qq.com
更新日期/Last Update: 2022-09-25