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长江中下游江湖蓄泄关系实时评估数值模拟

施勇,  栾震宇,  陈炼钢,  金秋

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文章导航 > 水科学进展  > 2010 >  21(6): 840-846
施勇, 栾震宇, 陈炼钢, 金秋. 长江中下游江湖蓄泄关系实时评估数值模拟[J]. 水科学进展, 2010, 21(6): 840-846.
引用本文: 施勇, 栾震宇, 陈炼钢, 金秋. 长江中下游江湖蓄泄关系实时评估数值模拟[J]. 水科学进展, 2010, 21(6): 840-846.
shu
SHI Yong, LUAN Zhen-yu, CHEN Lian-gang, JIN Qiu. On the real-time evaluation of the storage-discharge relationship in the middle and lower reaches of the Yangtze River[J]. Advances in Water Science, 2010, 21(6): 840-846.
Citation: SHI Yong, LUAN Zhen-yu, CHEN Lian-gang, JIN Qiu. On the real-time evaluation of the storage-discharge relationship in the middle and lower reaches of the Yangtze River[J]. Advances in Water Science, 2010, 21(6): 840-846.
shu

长江中下游江湖蓄泄关系实时评估数值模拟

  • 南京水利科学研究院, 江苏, 南京, 210029

基金项目: "十一五"国家科技支撑计划资助项目(2006BAB05B04);公益性行业科研专项经费资助项目(200801008;2007Shz02(1-9))
详细信息
    作者简介:

    施勇(1964- ),男.江苏南通人,教授级高级工程师,主要从事水力学及河流动力学研究.E-mail:mrshiyong@263.net

  • 中图分类号: P333.9

On the real-time evaluation of the storage-discharge relationship in the middle and lower reaches of the Yangtze River

  • Nanjing Hydraulic Research Institute, Nanjing 210029, China

Funds: The study is financ ia lly supported by the National Key Technologies R&D Program of China during the 11th Five year Plan Period(No.2006BA B05B04) and the National Non Pro fit Research Program of China(No.200801008; No.2007Shz02(1-9)).

  • 摘要: 以长江中下游防洪系统为对象,将面向长江中下游防洪规划论证需求的水沙数学模型转化为面向长江防洪系统防汛方案评估需求的长江中下游蓄泄关系实时评估数学模型.为适应实时蓄泄评估快速、准确的要求,提出了基于水动力学的循环滚动计算模式、实时校正模式和实时防洪调度的试验机制.实现了水文学实时校正方法与水动力学数学模型的耦合,建立了基于水动力学的实时校正模式.为了满足长江中下游江湖蓄泄关系实时评价的需求,探讨了洪水模拟与分蓄洪调度模式的耦合.通过长江中下游防汛期间的试运行,较好地解决了防洪措施蓄泄关系评估和工程优化调控模式等关键难题,为防洪规划方案的制定和实时洪水调度方案优化提供了定量的依据,主要成果已应用于长江中下游防洪规划和防汛调度方案中.
    Abstract: Using the flood control system in the middle and lower reaches of the Yangtze River as study objects,a numerical model for the real-tmie evaluation of the storage discharge re-lationship in the rivers and lakes of the reaches is presented.The model is a further development of the flowsed mient transport model for the purpose of flood control planning.The model is used to assess the flood prevention schemes for the reaches in this study.To accommodate the needs of quickly and accurately evaluating the storaged ischarge relationship in real-time,we propose an iterative scrolling algorithm and calibration techniques,as well as an expermiental procedure for flood control operation based on hydrodynamics.The real-tmie evaluation objective can thus beachieved.We discuss the coupling between the flood model and the flood control operation model in the context of numerical study of the real time evaluation of the storage discharge relationship in the middle and lower reaches of the Yangtze River.Atrial operation of the numerical model is conducted during the Yangtze River flooding seasons.The result shows that the numerical model is able to effectively address key issues that arise from executing the real-tmie evaluation of the storaged ischarge relationship,and from optmiizing the flood control projects.The result provides the theoretical basis for flood control planning and real-tmie flood operations.Our results have been used in the planning of flood control projects and flood operations for the middle and lower reaches of the Yangtze River.
  • [1] 长江防洪系统实时调度研究编辑委员会.长江防洪系统实时调度研究[M].北京:中国水利水电出版社,1997:163-201.(Editor committee of research of the Yangtze River flood prevention system's real time flood operation.Research of the yangtze river flood prevention system's real time flood operation[M].Beijing:China WaterPower Press,1997:163-201.(in Chinese))
    [2] 洪庆余.中国江河防洪丛书:长江卷[M].北京:中国水利水电出版社,1998:122-123.(HONG Qing-yu.The series of China river control flood:Yangtse River[M].Beijing:China WaterPower Press,1998:122-123.(in Chinese))
    [3] 王威,施勇,陈敏.浅谈长江中下游实时洪水调度系统开发[J].人民长江,2006(9):58-62.(WANG Wei,SHI Yong,CHEN Min.Discuss about system of real-time flood operation of mid-low valley of the Yangtze River[J].Yangtze Rivev,2006(9):58-62.(in Chinese))
    [4] 胡四一,施勇,戚晨,等.1998年长江中下游洪水系统反演及高洪水位形成因为探讨[J].水科学进展,1999,10(3):242-250.(HU Si-yi,SHI Yong,QI Chen,et al.Systematic analyses on abnormally high flood stages of middle Yangtze River in1998[J].Advances in Water Science,1999,10(3):242-250.(in Chinese))
    [5] 胡四一,施勇,王银堂,等.长江中下游河湖洪水演进的数值模拟[J].水科学进展,2002,13(3):278-286.(HU Si-yi,SHI Yong,WANG Yin-tang,et al.Numerical modeling of flood routing for the middle-lower Yangtze River system[J].Advances in Water Science,2002,13(3):278-286.(in Chinese))
    [6] 谭维炎.计算浅水动力学:有限体积法的应用[M].北京:清华大学出版社,1998:69-78.(TAN Wei-yan.Shallow-river hydrodynamics numeration:Application of finite volume model[M].Beijing:Tsinghua Press,1998:69-78.(in Chinese))
    [7] 施勇,胡四一.无结构网格上二维水沙模拟的有限体积法[J].水科学进展,2002,13(4):409-415.(SHI Yong,HU Si-yi.A finite volume method for numerical modeling of 2D flow and sediment movements on unstructured grids[J].Advances in Water Science,2002,13(4):409-415.(in Chinese))
    [8] 郑邦民,槐文信,齐鄂荣.洪水水力学[M].武汉:湖北科学技术出版社,2000:102-103.(ZHENG Bang-min,WEI Wenxin,QI E-rong.Flood hydraulics[M].Wuhan:Hubei Technology Press,2000:102-103.(in Chinese))
    [9] 石国钰,叶敏,唐佩文.堤防分洪溃口变化特征[J].人民长江,1997(1):30-32.(SHI Guo-yu,YE Min,TANG Pei-wen.The change character of dike disport and burst flood[J].Yangtze River,1997(1):30-32.(in Chinese))
    [10] 钱宁.泥沙运动力学[M].北京:科学出版社,2003:133.(CHIEN Ning.Mechanics of sediment transport[M].Beijing:Science Press,2003:133.(in Chinese))
    [11] 施勇,栾震宇,陈炼钢,等.长江中下游江湖水沙调控数值模拟[J].水科学进展,2010,21(6):823-831.(SHI Yong,LUAN Zhen-yu,CHEN Lian-gang,et al.The numerical simulation of water and sediment control in rivers and lakes of mid-low valley of the Yangtze River[J].Advances in Water Science,2010,21(6):823-831.(in Chinese))
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出版历程
  • 收稿日期:  2009-10-16
  • 刊出日期:  2010-11-25

长江中下游江湖蓄泄关系实时评估数值模拟

  • 南京水利科学研究院, 江苏, 南京, 210029
    • 基金项目:  "十一五"国家科技支撑计划资助项目(2006BAB05B04);公益性行业科研专项经费资助项目(200801008;2007Shz02(1-9))
    作者简介:

    施勇(1964- ),男.江苏南通人,教授级高级工程师,主要从事水力学及河流动力学研究.E-mail:mrshiyong@263.net

  • 收稿日期: 2009-10-16
  • 刊出日期: 2010-11-25

  • 中图分类号: P333.9

摘要: 以长江中下游防洪系统为对象,将面向长江中下游防洪规划论证需求的水沙数学模型转化为面向长江防洪系统防汛方案评估需求的长江中下游蓄泄关系实时评估数学模型.为适应实时蓄泄评估快速、准确的要求,提出了基于水动力学的循环滚动计算模式、实时校正模式和实时防洪调度的试验机制.实现了水文学实时校正方法与水动力学数学模型的耦合,建立了基于水动力学的实时校正模式.为了满足长江中下游江湖蓄泄关系实时评价的需求,探讨了洪水模拟与分蓄洪调度模式的耦合.通过长江中下游防汛期间的试运行,较好地解决了防洪措施蓄泄关系评估和工程优化调控模式等关键难题,为防洪规划方案的制定和实时洪水调度方案优化提供了定量的依据,主要成果已应用于长江中下游防洪规划和防汛调度方案中.

English Abstract

施勇, 栾震宇, 陈炼钢, 金秋. 长江中下游江湖蓄泄关系实时评估数值模拟[J]. 水科学进展, 2010, 21(6): 840-846.
引用本文: 施勇, 栾震宇, 陈炼钢, 金秋. 长江中下游江湖蓄泄关系实时评估数值模拟[J]. 水科学进展, 2010, 21(6): 840-846.
shu
SHI Yong, LUAN Zhen-yu, CHEN Lian-gang, JIN Qiu. On the real-time evaluation of the storage-discharge relationship in the middle and lower reaches of the Yangtze River[J]. Advances in Water Science, 2010, 21(6): 840-846.
Citation: SHI Yong, LUAN Zhen-yu, CHEN Lian-gang, JIN Qiu. On the real-time evaluation of the storage-discharge relationship in the middle and lower reaches of the Yangtze River[J]. Advances in Water Science, 2010, 21(6): 840-846.
shu

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