人民长江 ›› 2021, Vol. 52 ›› Issue (3): 70-75.doi: 10.16232/j.cnki.1001-4179.2021.03.012

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基于地形坡度的SCS模型优化——以长峪城小流域为例

胡信志, 姚吉利, 赵猛, 王家晖 ,王建   

  • 出版日期:2021-03-28 发布日期:2021-04-23

SCS model optimization based on terrain slope: case of Changyucheng small watershed

HU Xinzhi, YAO Jili, ZHAO Meng, WANG Jiahui, WANG Jian   

  • Online:2021-03-28 Published:2021-04-23

摘要: 由于SCS模型结构简单、计算参数少且易于获取,被广泛应用于水文资料缺少地区的产流估算。SCS模型中的径流曲线数CN作为主要参数对产流模拟结果有重要影响,但现有水文土壤分类标准提供的CN值不能很好地适用于地形复杂的流域中。通过坡度和土地利用类型对CN值进行优化,使用田寺、汤河口等径流试验场数据对模型优化进行精度验证分析,并将SCS模型应用在北京长峪城小流域,根据长峪城小流域的地形特征和治理措施优化CN值,得出治理前后产流情况从而对涵养水源进行效益评估。结果表明:优化后的SCS模型能够较好地适用于不同径流场的产流计算,模型模拟精度提高3.6%~11.4%。在径流场中的模拟不能直接应用于整个小流域中,应结合实地情况和现有水文资料对CN值进行优化,提高SCS模型计算的精度,为小流域综合治理评价中的涵养水源效益评估提供参考。

关键词: SCS模型; 曲线数CN值优化; 坡度; 土地利用类型; 径流场; 小流域;

Abstract: Due to its simple structure, few parameters and easy access, the SCS model is widely used in runoff estimation in areas with insufficient hydrological data.As the main parameter, the runoff curve number(CN) in the SCS model has an important influence on the runoff simulation results, but the CN values provided by the existing hydrologic and soil classification standards cannot be well applied to basins with complex topography.In this paper, CN value was optimized by slope and land use type, and the accuracy of model optimization was verified and analyzed by using runoff test field data of Tiansi and Tanghekou sites, etc.The SCS model was applied to the Changyucheng small watershed in Beijing, and the CN value was optimized according to the topographic features and treatment measures of the small watershed, so as to obtain the runoff situation before and after treatment to evaluate the benefit of water conservation.The results show that the optimized SCS model can be well applied to the calculation of runoff in different runoff fields, and the simulation accuracy of the model can be improved by 3.6%~11.4%.The simulation in runoff field cannot be directly applied to the whole small watershed.CN values should be optimized based on the field situation and existing hydrological data to improve the calculation accuracy of SCS model, so as to provide reference for water conservation benefit assessment in the comprehensive management evaluation of small watersheds.

Key words: SCS model; curve number(CN) optimization; slope; land use type; runoff field; small watershed;