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    考虑冲蚀特性的淤地坝溃决峰值流量预测模型

    Peak Flow Prediction Model for Check Dam Break Considering Erosion Characteristics

    • 摘要: 淤地坝溃决洪水给下游人民生命财产造成重大威胁,快速、准确地预测溃决峰值流量为科学评估淤地坝溃决致灾后果和应急响应提供重要技术支撑.国内外学者基于土石坝溃决案例数据集,采取回归分析的方法,提出了一系列预测土石坝溃决峰值流量的参数模型.但压实性黄土淤地坝与土石坝溃决物理机制不同,溃决峰值流量预测模型无法直接套用,且目前尚没有针对淤地坝溃决特性提出的相应的溃决峰值流量预测模型.因此,基于国内137座淤地坝溃决案例信息数据库,通过分析不同类型、淤积面积、坝体库容与溃决峰值流量之间的关系和不同压实度淤地坝溃决物理模型对比,提炼坝高(Hd)、坝宽(Wd)、坝体体积(Vd)、库容(Vl)、溃口深度(Hw)、溃口平均宽度(Wb)和淤地坝平均粒径(d50)7个影响参数,构建了考虑冲蚀特性和几何结构的溃决峰值流量预测模型.选取数据齐全的60座淤地坝溃决案例对模型进行验证,并与国内外已有的13组典型参数模型评价对比,计算结果表明,考虑冲蚀特性的淤地坝溃决峰值流量预测模型均方根误差RMSE与相关系数R2分别为421.877m3/s与0.949,比其他模型具有一定的优势,且通过实例验证了模型的可靠性,以期对淤地坝工程风险防控具有一定的借鉴意义.

       

      Abstract: Check dam break flood poses a major threat to the lives and property of the downstream people.Fast and accurate prediction of the peak flow of the dam break provides important technical support for scientific assessment of the disaster consequences and emergency response of the dam break.Based on the survey data collection of earth-rock dam break cases,domestic and foreign scholars have adopted the method of regression analysis to propose a series of parameter models for predicting the peak flow of earth-rock dam break.However,the physical mechanism of compacted loess check dams is different from that of earth-rock dams,and the peak flow prediction model cannot be directly applied,at present,there is no corresponding prediction model for the peak flow of check dam break.Therefore,based on the database of 137 domestic check dam break case information,by analyzing the relationship between different types,checkation area,dam storage capacity and the peak flow of the dam break,and comparing the physical models of check dam break with different compaction degrees,seven influencing parameters of dam height (Hd),dam width (Wd),dam volume (Vd),storage capacity (Vl),breach depth (Hw),average width of breach (Wb) and average particle size of silt dam (d50) are extracted,and the prediction model of the peak flow of the check dam break considering the erosion characteristics and geometric structure was constructed.Sixty check dam break cases with complete data are selected to validate the model and compared with 13 sets of typical parameter models available at home and abroad.The calculation results show that the root mean square error RMSE and correlation coefficient R2 of the proposed radial-based neural network prediction model are 421.877m3/s and 0.949,respectively,Compared with other models,it has certain advantages,and its reliability is verified by an example,which has certain guiding significance for the risk prevention and control of the check dam project.

       

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