长江科学院院报 ›› 2017, Vol. 34 ›› Issue (9): 52-56.DOI: 10.11988/ckyyb.20160514

• 防洪减灾 • 上一篇    下一篇

基于MIKE的杜家台洪道行洪能力研究

何典灿1, 周建中1, 江炎生2, 翁朝晖3, 彭甜1   

  1. 1.华中科技大学 水电与数字化工程学院,武汉 430074;
    2.湖北省防汛抗旱办公室,武汉 430071;
    3.湖北省水利水电规划勘测设计院 防洪设计处,武汉 430070
  • 收稿日期:2016-05-24 出版日期:2017-09-01 发布日期:2017-09-28
  • 通讯作者: 周建中(1959-),男,湖北武汉人,教授,博士,主要从事水电能源科学研究,(电话)13607174132(电子信箱)jz.zhou@hust.edu.cn。
  • 作者简介:何典灿(1992-),女,湖北武汉人,硕士研究生,主要从事河流动力学与水文分析计算方面的研究,(电话)13986236331(电子信箱)xxy004@163.com。
  • 基金资助:
    国家自然科学基金重点项目(91547208,51239004);国家自然科学基金面上项目(51579107)

Flood Discharge Capacity of Dujiatai Flood DiversionChannel Based on MIKE

HE Dian-can1, ZHOU Jian-zhong1, JIANG Yan-sheng2, WENG Zhao-hui3, PENG Tian1   

  1. 1.School of Hydropower & Information Engineering, Huazhong University of Science and Technology, Wuhan430074,China;
    2.Flood Control and Drought Relief Office of Hubei Province, Wuhan 430071, China;
    3.Design Department for Flood Control, Hubei Provincial Water Resources and Hydropower Planning Surveyand Design Institute, Wuhan 430070, China
  • Received:2016-05-24 Online:2017-09-01 Published:2017-09-28

摘要: 2005年、2011年杜家台2次洪道分流以最小损失换取最大安全,为汉江中小洪水调度模式提供新思路。针对杜家台工程现状特点,充分考虑现行预案调度运用,基于MIKE水动力软件,构建汉江、杜家台洪道及围垸的一、二维耦合数值模型,实现杜家台洪道行洪能力及效果分析。模拟结果表明,按照预案调度现状洪道分流,除新农垸及张沉湖垸堤顶高程不足外,可在汉口水位较高时基本实现安全行洪2 000~2 500 m3/s;汉江遭遇设计洪水时,优先利用洪道夹水入江的防洪效益十分显著。研究成果为完善杜家台分洪工程洪道运用模式及类似工程调度提供依据。

关键词: 杜家台分蓄洪区, 行洪能力, MIKE, 洪水演进, 数值模拟

Abstract: The use of Dujiatai flood diversion channel in 2005 and 2011 provided a new idea of regulation mode for medium and small floods in Hanjiang River, achieving the goal of minimum loss and maximum safety. According to the present condition and regulation schemes of Dujiatai diversion area, a 1D and 2D coupled numerical model was established on the basis of hydrodynamic software MIKE to simulate the flood discharge ability and effects of Dujiatai flood diversion channel. Hanjiang River, Dujiatai flood diversion channel and inner embankments are taken into account in the model.Results show that the safe discharge of Dujiatai flood channel is about 2000-2500 m3/s, except for the insufficient embankment top elevations at Xinnongyuan and Zhangchen Lake when Hankou station is at a higher water level. In addition, when Hanjiang River suffers from design flood, operation of Dujiatai flood diversion channel in priortity could obviously reduce flood losses. In conclusion, the results offer reference for improving regulation modes of Dujiatai diversion project and other similar projects.

Key words: Dujiatai diversion and storage project, flood discharge capacity, MIKE, flood propagation, numerical simulation

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