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Parameters Estimation at Ungauged Catchments Using Rainfall-Runoff Model, Upper Tekeze Basin, Ethiopia

机译:使用降雨径流模型,上部Tekeze盆地,埃塞俄比亚的未凝固集水区的参数估计

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This study was conducted for parametres estimation and stream flow prediction at ungauged catchments on the case of Upper Tekeze basin, Ethiopia by using Rainfall-runoff model. In the basin, most of the catchments were ungauged. The basin has 9199km~2 and 3638km~2 gauged and ungauged catchments respectively. Rainfall and stream flow data were analyzed in the period of 1992-2006 and 1992-20006, respectively. Parameters calibrated for gauged catchments were extrapolated to ungauged catchments on the base of similar physical catchment characteristics using regionalization techniques. Regionalization methods such as multiple linear regression, spatial proximity, sub basin mean and area ratio were applied to transfer model parameters values from gauged to ungauged catchments. For this study seven gauged catchments were satisfied objective functions in the calibrated and validation period, for example in Gheba catchment Nash-Sutcliffe model efficiency coefficient (NSE), relative volume error (RVE) and coefficient of determination (R~2) were, 0.81, -4.25, 0.77 and 0.71, 5.5, 0.74 respectively. Stream flow simulation at ungauged catchments by using spatial proximity and sub basin mean method were contributing high runoff volume compare to other methods. The result for this study shows that the Key model parameters like runoff coefficient (Beta), recession coefficient of upper reservoir zone (Khq), Limit for evapotranspiration (Lp), field capacity (Fc), percolation (Perc) as defaulting value when applying HBV-96 model to the future regionalization studies. Model parameters were calibrated manually by try and error rules, however it was tidies therefore more creative automatic model calibration techniques could be useful for upcoming studies. Thus, Current and future water resources development endeavors may use apply such discharge data for planning and design purposes.
机译:通过使用降雨径流模型对埃塞俄比亚的上部Tekeze盆地的情况下,在Ungauged集水区的参数估计和流流程预测进行了该研究。在盆地中,大多数流域都没有凝固。该盆地分别具有9199km〜2和3638km〜2的测量和未凝固的流量。在1992-2006和1992-20006期间分析了降雨和流流程数据。使用区域化技术将用于测量流域的参数被推断为对类似物理集水区特征的基础上的未凝固集水区。诸如多个线性回归,空间接近度,子盆地平均值和面积比的区域化方法被应用于从测量到未凝固的集水区的转移模型参数值。对于本研究,七个测量的集水区在校准和验证期间满足客观函数,例如在Gheba集水纳什 - Sutcliffe模型效率系数(NSE)中,相对体积误差(RVE)和测定系数(R〜2)为0.81 ,分别为-4.25,0.77和0.71,5.5,0.74。通过使用空间接近度和子盆地的流量模拟在未凝固的集水器中进行流动模拟,并且子盆地方法是有助于与其他方法进行比较的高径流音量。本研究的结果表明,径流系数(Beta)等关键模型参数,上贮存区(KHQ)的衰退系数,蒸散蒸腾(LP)限制,现场容量(Fc),渗透(PERC)作为施加时默认值HBV-96模型到未来的区域化研究。通过尝试和错误规则手动校准模型参数,但是它是一个极限,因此更具创意的自动模型校准技术对于即将到来的研究有用。因此,当前和未来的水资源开发努力可能会使用此类放电数据进行规划和设计目的。

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