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Assessing Runoff using Modified SME-CN Method for a Drained Forest Watershed on North Carolina Atlantic CoastalPlain

机译:使用改进的中小企业CN方法评估径流,在北卡罗来纳大西洋海岸大西洋北卡罗来纳州的排水森林流域

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The NRCS curve number (CN) method is one of the widely used event-based models for estimating runoff using readily available watershed parameters and rainfall data from upland agricultural catchments. However, there is a limited literature on application of the CN method on drained forest systems. We propose herein an application of modified SME (Sahoo-Misra-Eldo)-CN method developed/tested in earlier studies. In this study the SME method was further modified by redefining the maximum potential retention to assess outflow (subsurface drainage + surface runoff) for a pine forest watershed with a high water table soil drained by 100-m apart ditches in Coastal North Carolina. We used measured rainfall and runoff data for 29 events from 1991-1993 periodfor the study watershed. Border conditions like initial abstraction, CN, percentage of saturated areas in the basin "a " were parameterized to assess subsurface drainage and surface runoff in the analysis performedfor all runoff events. Assuming measured outflow from the drained watershed was dominated by only subsurface drainage, computed event outflow using the modified SME-CN model showed a good agreement with the observed data (without extreme rainfall events) for the drained study watershed, yielding Nash-Sutcliffe coefficient of 0.97, R~2 = 0.98, and RMSE = 3.46 mm. These results were better than those obtained from the original SCS-CN method as well as the earlier reported study using modified-SCS work on tile-drained agricultural watershed inmid-West U.S. The SME-CN model, sensitive to input parameters like PET5, P, CN and a, need multi-site-year validation to gain more confidence.
机译:NRCS曲线数(CN)方法是广泛使用的基于事件的基于模型之一,用于估计径流,使用来自普满农业集水区的可用流域参数和降雨数据。然而,关于在排水林系统上的CN方法应用有限的文献。我们提出了在早期研究中开发/测试的改性中小企业(Sahoo-Misra-ELDO)-CN方法的应用。在这项研究中,通过重新定义最大潜在的潜在保留来进一步修改SME方法,以评估用高水位水域的松树林流域的流出(地下排水+表面径流),在沿海北卡罗来纳州沿海北卡罗来纳州的100米分开的沟渠排出。我们在1991年至1993年期间使用了29个活动的测量降雨和径流数据。与初始抽象,CN,盆地“A”中的饱和区域的百分比相同的边界条件被参数化,以评估为所有径流事件进行分析中的地下排水和表面径流。假设来自排水流域的测量流出仅由地下排水占主导地位,使用改进的中小企业CN模型的计算事件流出显示了与所观察到的数据(没有极端降雨事件)的良好协议,为排水的研究流域,产生NASH-SUTCLIFFE系数0.97,R〜2 = 0.98,RMSE = 3.46毫米。这些结果优于原始SCS-CN方法中获得的结果,以及使用改进的SCS在瓦片排水农业流域的瓦片上的研究中的综述研究中的SME-CN模型,对PET5,P等输入参数敏感,CN和A,需要多网站验证来获得更多的信心。

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