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    张永占, 邓长涛. 某农光互补发电项目防洪影响评价研究[J]. 中国防汛抗旱, 2024, 34(5): 74-81. DOI: 10.16867/j.issn.1673-9264.2023253
    引用本文: 张永占, 邓长涛. 某农光互补发电项目防洪影响评价研究[J]. 中国防汛抗旱, 2024, 34(5): 74-81. DOI: 10.16867/j.issn.1673-9264.2023253
    ZHANG Yongzhan, DENG Changtao. Study on flood impact evaluation of an agricultural-photovoltaic complementary power generation project[J]. China Flood & Drought Management, 2024, 34(5): 74-81. DOI: 10.16867/j.issn.1673-9264.2023253
    Citation: ZHANG Yongzhan, DENG Changtao. Study on flood impact evaluation of an agricultural-photovoltaic complementary power generation project[J]. China Flood & Drought Management, 2024, 34(5): 74-81. DOI: 10.16867/j.issn.1673-9264.2023253

    某农光互补发电项目防洪影响评价研究

    Study on flood impact evaluation of an agricultural-photovoltaic complementary power generation project

    • 摘要: 为了研究陕西省某农光互补发电项目对研究区域河势及防洪影响,采用HEC-RAS软件建立一维水动力模型并结合河道演变分析、水文分析、水面线计算及河道冲刷计算等分析方法,对该农光互补发电项目进行防洪影响研究和评价。模型采用有限体积法对一维河道进行离散,对该工程的行洪水位进行数值计算。结果表明,在50年一遇洪水情况下,连霍高速跨河桥壅水高度0.23 m,壅水长度107.48 m;X319县道跨河桥壅水高度0.13 m,壅水长度60.75 m;郑西客运专线跨河桥壅水高度0.15 m,壅水长度70.09 m。在考虑桥梁的累计壅高水位影响后,项目场区范围内的现有堤防高度满足50年一遇防洪标准,该段河道可满足50年一遇设计洪水的行洪要求,50年一遇设计洪水不会对工程安全产生影响。工程所在罗敷河河道冲刷深度为0.5 m,冲刷深度较浅,河道水流冲刷不会对岸坡稳定性造成较大影响,在来水来沙条件不发生明显改变的条件下,河段岸线在未来一定时期内仍将保持相对稳定。该防洪影响研究可为工程后续建设提供防洪影响评价方面的技术支撑,可为类似项目防洪评价提供参考。

       

      Abstract: In order to study the influence of an agricultural-photovoltaic complementary power generation project in Shaanxi province on river regime and flood control in the study area, this paper adopted HEC-RAS software to establish a onedimensional hydrodynamic model and combined with analysis of river channel evolution, hydrological analysis, water surface line calculation and river scouring calculation to study and evaluate the flood impact of this agri-photovoltaic complementary power generation project.The finite volume method is used to discretize the one-dimensional river channel, and the flood level of the project is calculated numerically.The results show that the height and length of backwater at Liao-Huo Expressway cross-river bridge are 0.23 m and 107.48 m under the condition of once-in-50 years flood.X319 County Road cross-river bridge backwater height 0.13 m, the length of backwater is 60.75 m; The height and length of backwater are 0.15 m and 70.09 m respectively at cross-river bridge of Zheng-Xi Passenger Dedicated Line.After considering the influence of accumulated levee high water level of the bridges, the existing levee height within the project site can meet the 50-year flood standard, and the river section can meet the 50-year designed flood discharge requirements.The 50-year designed flood will not affect the project safety.The erosion depth of Luofu River where the project is located, is 0.5 m, which is relatively shallow, and the river current erosion will not have a great impact on the stability of the bank slope.Under the condition that the condition of water and sediment does not change significantly in the future, the riverbank will remain relatively stable in a certain period of time.The flood impact study can provide technical support for the subsequent flood impact assessment of the project, and can provide reference for the flood assessment of similar projects.

       

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