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基于坡面排水设计的两种暴雨洪水算法应用

吴兴辉,常玉娟   

  • 出版日期:2020-06-28 发布日期:2020-06-28

Application of two storm flood algorithms in slope drainage design

WU Xinghui, CHANG Yujuan   

  • Online:2020-06-28 Published:2020-06-28

摘要: 对于坡面长度小于1.5 km的坡面排水设计,工程中往往缺乏足够的水文信息和数据,其设计暴雨洪水计算参数的选择决定着设计暴雨洪水的可靠性。通过采用水科院推理公式法和林平一法相结合的方式对算例进行相互验证,针对两种算法中各参数的变化对计算成果的影响进行了分析,同时利用标准差对参数的灵敏度等进行了研究。结果表明:①两种算法具有相似性,共性的参数较多,采用两种算法相互验证小面积坡面设计暴雨洪水,可以提高计算成果的可信度;②两种算法中,参数■与流量正相关,参数L,μ,N0与流量负相关;③水科院推理公式法各参数的灵敏度顺序为■;④林平一法各参数的灵敏度顺序为■;⑤对于一个确定的坡面长度小于1.5 km的坡面排水工程,设计暴雨洪水的计算成果主要受参数m值或N0值的影响;⑥采用林平一法验证,可有效降低规范推荐的水科院推理公式法中汇流参数m取值的误差,使小面积坡面设计暴雨洪水的计算成果更符合客观实际。分析成果可为边坡排水设计提供支撑。

关键词: 暴雨洪水, 水科院推理公式法, 林平一法, 参数敏感性分析, 坡面排水设计

Abstract: For slope drainage design with slope length less than 1.5km, the project often lacks sufficient hydrological information and data. The choice of design storm flood calculation parameters determines the reliability of storm flood design. IWHR reasoning formula method and Linpingyi method were used to verify each other. The influences of each parameter' change on calculation results were analyzed. Parameters' sensitivities were studied by using the standard deviation. The results showed that the two algorithms had similarities and many common parameters. Using the two algorithms to verify the design of rainstorm flood on small-area slope can improve the credibility of the calculation results. In the two algorithms, the parameters of F, J,(H24,n1 and m were positively correlated with the flow. The parameters of L, μ and N0 were negatively correlated with the flow. The sensitivity order of each parameter in the IWHR reasoning formula method was FQ>n1Q>(H24Q >LQ>mQ>JQ>μQ; the sensitivity order of each parameter in Linpingyi method is FQ0>(H24Q >L0Q>n1Q> N0Q>J0Q>μQ. For a slope drainage project with a defined slope length less than 1.5 km, the calculation results of designing storm flood were mainly affected by the parameter's m value or N0 value. By using Linpingyi method, the deviation of confluence parameter m value in the IWHR reasoning formula can be reduced effectively, and the calculation results of storm flood in small-area slope design were more in line with the actual situation. This study can provide support for slope drainage design.

Key words: storm flood, IWHR reasoning formula method, Linpingyi method, parameter analysis, slope drainage design;