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    郭佳航,孙聪影,边宇,等. 基于MIKE模型的管道工程洪水影响评价[J]. 中国防汛抗旱,2024,34(8):32−36, 54. DOI: 10.16867/j.issn.1673-9264.2024116
    引用本文: 郭佳航,孙聪影,边宇,等. 基于MIKE模型的管道工程洪水影响评价[J]. 中国防汛抗旱,2024,34(8):32−36, 54. DOI: 10.16867/j.issn.1673-9264.2024116
    GUO Jiahang,SUN Congying,BIAN Yu,et al.Evaluation of flood impact based on the MIKE model in pipeline engineering[J].China Flood & Drought Management,2024,34(8):32−36, 54. DOI: 10.16867/j.issn.1673-9264.2024116
    Citation: GUO Jiahang,SUN Congying,BIAN Yu,et al.Evaluation of flood impact based on the MIKE model in pipeline engineering[J].China Flood & Drought Management,2024,34(8):32−36, 54. DOI: 10.16867/j.issn.1673-9264.2024116

    基于MIKE模型的管道工程洪水影响评价

    Evaluation of flood impact based on the MIKE model in pipeline engineering

    • 摘要: 针对工程建设前后的洪水风险问题,耦合MIKE11及MIKE21模型进行洪水模拟,通过对洪水水位、河道流量、淹没历时和河道冲刷等方面进行分析,评估工程在“63·8”洪水标准下的防洪风险。以河北省宁晋泊蓄滞洪区为例,模拟管道工程建设前后洪水变化情况。结果表明,管道工程实施前后不会减少河道过水断面面积,不会造成洪水位抬高;宁晋泊蓄滞洪区遭遇“63·8”标准洪水时,冲刷深度为0.26~0.50 m,淹没历时为28 d左右,分析得出管道工程建成后阻水影响程度较小,但须考虑防淹耐冲举措。结果可为蓄滞洪区项目建设与河道防洪演算提供经验参考和理论依据。

       

      Abstract: In response to the risk of flooding before and after the construction of the pipeline project, the coupling MIKE11 and MIKE21 models are used to simulate floods. By analyzing the flood water levels, river flow, inundation duration, and river erosion, the risk of flood control under different flood standards is evaluated for the pipeling engineering under the "63·8" super flood. This article takes the Ningjinbo Storage and Detention Area as an example to simulate the changes in "63·8" flood before and after the construction of pipeline projects. Studies have shown that before and after the implementation of pipeline projects, the area of the flood cross-section will not be reduced and will not cause the flood levels to rise; when the Ningjinbo area encounters the "63·8" flood, the depth of the scouring depth is 0.26 ~ 0.50 m, and the inundation duration is about 28 days, the impact of water blocking after the completion of the project was analyzed, but the flood prevention and erosion resistance measures must be considered. Results can provide experience reference and theoretical basis for the construction of pipeling projects in the flood storage and detention areas and the calculation of rivers routing.

       

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