收录期刊

    高级检索
    雷文韬, 姚仕明, 刘同宦, 毛冰. 基于MIKE模型的赣江下游廿四联圩防洪保护区洪水分析计算[J]. 中国防汛抗旱, 2018, 28(7): 18-23. DOI: 10.16867/j.cnki.cfdm.20170628.001
    引用本文: 雷文韬, 姚仕明, 刘同宦, 毛冰. 基于MIKE模型的赣江下游廿四联圩防洪保护区洪水分析计算[J]. 中国防汛抗旱, 2018, 28(7): 18-23. DOI: 10.16867/j.cnki.cfdm.20170628.001
    LEI Wentao, YAO Shiming, LIU Tonghuan, MAO Bing. Flood analysis for twenty-four polder protection area in lower reaches of Ganjiang River using MIKE software[J]. China Flood & Drought Management, 2018, 28(7): 18-23. DOI: 10.16867/j.cnki.cfdm.20170628.001
    Citation: LEI Wentao, YAO Shiming, LIU Tonghuan, MAO Bing. Flood analysis for twenty-four polder protection area in lower reaches of Ganjiang River using MIKE software[J]. China Flood & Drought Management, 2018, 28(7): 18-23. DOI: 10.16867/j.cnki.cfdm.20170628.001

    基于MIKE模型的赣江下游廿四联圩防洪保护区洪水分析计算

    Flood analysis for twenty-four polder protection area in lower reaches of Ganjiang River using MIKE software

    • 摘要: 为开展赣江下游廿四联圩防洪保护区洪水分析计算研究,基于MIKE模型建立了赣江河网一维与保护区二维耦合的水动力数学模型。分别采用2010年5月1日至9月30日和2012年5月1日至9月30日期间的实测水位流量资料对一维水动力数学模型进行率定和验证,参考已有成果并结合保护区下垫面情况确定了二维水动力数学模型的糙率取值,模拟了廿四联圩遭遇赣江或鄱阳湖较大洪水致使堤防被动溃决情况下的溃口流量过程和堤内外水位过程、保护区内水深和流速时空分布等在内的水动力过程。模拟结果表明,模型较好地描述了廿四联圩所设溃口处流量随保护区内水位涨落的变化过程,以及保护区内洪水演进过程中的水深和流速在地形和隔堤等作用下的分布特性。

       

      Abstract: MIKE software was used to construct a flood analysis model for twenty-four polder flood protection area in the lower reaches of Ganjiang River. The model includes one-dimensional river flow coupled with two-dimensional surface hydrodynamic flow. Based on recorded water level and discharge data from May 1, 2010 through September 30 and May 1, 2012 through September 30,flow rate of the one-dimensional model was determined and validated, and the roughness of the twodimensional model was estimated based on existing conditions of the underlying surface. The model was used to simulate the hydrodynamic process of the twenty-four polder area with high flood conditions and embankment breaching scenario. The flood discharge process, water level process, water depth and velocity distributions were simulated. The results show that the model can simulate the flood process with flow rate along the water level fluctuation in the protected area and the distribution characteristics of the depth and velocity in the protected area with good accuracy.

       

    /

    返回文章
    返回