[1]任锦亮,张 健,吕 军.Mike11模型在沿海挡潮闸下移工程中的应用研究[J].江苏水利,2020,(03):37-42.
　REN Jinliang,ZHANG Jian,LV Jun.Analysis on the application of Mike11 model in the down-shift project of coastal tidal gate[J].JIANGSU WATER RESOURCES,2020,(03):37-42.
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Mike11模型在沿海挡潮闸下移工程中的应用研究()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2020年03期
页码:
37-42
栏目:
水利工程建设
出版日期:
2020-04-27

文章信息/Info

Title:
Analysis on the application of Mike11 model in the down-shift project of coastal tidal gate
文章编号:
1007-7839(2020)03-0037-06
作者:
任锦亮;  张 健;  吕 军
盐城市水利勘测设计研究院, 江苏 盐城 224000
Author(s):
REN Jinliang;  ZHANG Jian;  LV Jun
Yancheng Water Conservancy Survey and Design Institute, Yancheng 224000, Jiangsu
关键词:
Mike11模型;  沿海平原河网;  挡潮闸;  排涝工程
Keywords:
MIKE11 model;  coastal plain river network;  coastal tidal gate;  drainage engineering
分类号:
TV222.2
文献标志码:
B
摘要:
随着沿海开发的不断推进,对区域防洪排涝工程能力要求得到了大幅度提高。将MIKE11软件应用于沿海挡潮闸下移工程中,建立区域河网模型,对排涝过程进行数值模拟,研究河道规模、闸下移规模等因素对排涝效果的影响。其计算结果表明:河道整治对区域排涝效果影响较大,其次是闸下移,河道整治中新老闸之间河道影响最大,可为优化区域排涝工程方案设计提供一定的参考作用。
Abstract:
With the continuous development of coastal development, the requirements for regional flood control and drainage engineering capacity have been greatly improved.The MIKE11 software was applied to the coastal tidal gate down-shift project, and a regional river network model was established to simulate the drainage process, and the effects of river channel size and gate down-shift scale on the drainage effect were studied. The calculation results showed that the river training had a greater impact on the regional drainage effect, followed by the gate down-shift. The river channel between new and old gates had the greatest impact, which could provide some reference for the optimization of regional drainage project design.

参考文献/References:

[1] 康立荣, 张晓松. 沿海挡潮闸水力设计关键问题研究[J]. 南水北调与水利科技, 2013, 11(6):174-177.
[2] 诸葛绪霞, 王霞, 张健. MIKE11模型在沿海挡潮闸规模论证中的应用分析[J]. 水利技术与监督, 2008(6):79-80.
[3] 杨桂书, 周进华, 王超磊. 基于MIKE11模型的盐城堤东地区防洪除涝体系研究[J]. 水利建设与管理, 2017(09):28-32.
[4] 刘强, 吴国芳. 基于MIKE11 HD水动力模型的复杂河道水利计算[J]. 水利规划与设计, 2014,(4):68-70.
[5] PANDA R K, PRAMANIK N, BALA B. Simulation of river stage using artificial neural network and MIKE 11 hydrodynamic model[J]. Computers& Geosciences, 2010, 36(6):735-745.
[6] 张小潭. 平原河网区除涝水文计算方法研究[J]. 人民珠江, 2015,(3):45-47.
[7] 赵克玉. 天然河道一维非恒定流数学模型[J]. 水资源与水工程学报, 2014, 15(1):38-41.
[8] 叶守泽, 詹道江. 工程水文学[M]. 北京:中国水利水电出版社, 2000:84-85.

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备注/Memo

备注/Memo:
收稿日期:2019-10-29
作者简介:任锦亮(1987-),男,硕士,工程师,主要从事水利规划设计工作。
更新日期/Last Update: 2020-03-20