王好芳, 赵天宇, 解明月, 张金存. 基于SCS-CN模型确定山区小流域蓄水容量研究[J]. 农业工程学报, 2018, 34(Z): 200-206. DOI: 10.11975/j.issn.1002-6819.2018.z.030
    引用本文: 王好芳, 赵天宇, 解明月, 张金存. 基于SCS-CN模型确定山区小流域蓄水容量研究[J]. 农业工程学报, 2018, 34(Z): 200-206. DOI: 10.11975/j.issn.1002-6819.2018.z.030
    Wang Haofang, Zhao Tianyu, Xie Mingyue, Zhang Jincun. Storage capacity determination of small watershed in hilly regions based on SCS-CN model[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2018, 34(Z): 200-206. DOI: 10.11975/j.issn.1002-6819.2018.z.030
    Citation: Wang Haofang, Zhao Tianyu, Xie Mingyue, Zhang Jincun. Storage capacity determination of small watershed in hilly regions based on SCS-CN model[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2018, 34(Z): 200-206. DOI: 10.11975/j.issn.1002-6819.2018.z.030

    基于SCS-CN模型确定山区小流域蓄水容量研究

    Storage capacity determination of small watershed in hilly regions based on SCS-CN model

    • 摘要: 针对田间灌溉试验的处理和水平设置有限,影响因素众多,且人力与物力成本较高等问题,该文提出了基于田间观测与数值模拟结合的灌溉制度分析方法,研究了疏勒河流域畦灌条件下的辣椒耗水特性与灌溉制度。结果表明,疏勒河流域现行灌溉制度下的辣椒全生育期耗水量为456.76 mm,各生育期作物日均耗水强度的大小排序为:膨大期>坐果期>开花期>成熟期>苗期;现行灌溉制度下作物水分胁迫和深层渗漏均较为严重。寻优后提出疏勒河流域辣椒适宜的畦灌灌溉制度为:灌溉次数9次,灌水间隔为30 d与15 d两种,每次灌水定额45-80 mm不等,灌溉定额525 mm。实践中可结合具体气候条件和土壤水分监测情况加以调整。

       

      Abstract: Abstract: Watershed storage capacity (Wm) is an important basis for the classification of dry or wet soil in the calculation of mountain flash flood warning index of small watershed in hilly regions. Based on the three major hydrological regions in Shandong hydrological atlas, the storage capacities of the three major hydrological regions (hereafter refer to as regional storage capacity) have 3 different values. Because of the larger area of major hydrological region and the small area (generally 20 km2) of small watershed in hilly region for mountain flash flood warning, there may exists a large difference between regional storage capacity and the storage capacity of a small watershed in hilly region. In addition, the regional storage capacity was calculated based on hydrological and meteorological data in different regions before 1975. In the past 40 years, the underlying surface conditions of regions have changed greatly, and the regional storage capacity may have also changed accordingly. Therefore, in order to determine storage capacity of small watershed more precisely in the semi-arid and semi-humid northern region, especially in the hilly region that either lack data or no hydrological data, the SCS-CN model was used to determine storage capacity of the watershed with about 20 km2. Taking Zhudonghe watershed as an example, 6 rainfall events (with large rainfall, long duration and high flow) and runoffs from 1990 to 2008 were selected, and simulated by SCS-CN model, through which 6 CN numbers of each subbasin of Zhudonghe watershed were determined which were 116.49, 90.53, 84.57 121.48, 111.34, 94.95 and 76.52 mm, respectively. The average storage capacity of Zhudonghe watershed was obtained by the method of area weighting. The storage capacity of Zhudonghe watershed was 95.82 mm. To test the reliability of this SCS-CN method, the methods of measured rainfall runoff analysis and SCS formula are used and obtained the average storage capacity of Zhudonghe watershed that was 88.97 mm and 98.98 mm respectively. The relative difference between SCS-CN model and above two methods to determine the Wm was 7.7% and (3.2%, respectively. Therefore, comprehensive analysis of three methods, SCS-CN model to determine the watershed storage capacity is more reasonable and feasible. The SCS-CN model here provides a new way to determine the storage capacity of small watershed with data shortage in hilly regions, and provides a technical support for accurate mountain flash flood warning in small watershed.

       

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