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Rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid Mara River basin

机译:在缺乏可靠流量信息的情况下,使用河段时间序列进行降雨径流模拟:以半干旱马拉河流域为例

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Hydrological models play an important role in water resources management. These models generally rely on discharge data for calibration. Discharge time series are normally derived from observed water levels by using a rating curve. However, this method suffers from many uncertainties due to insufficient observations, inadequate rating curve fitting procedures, rating curve extrapolation, and temporal changes in the river geometry. Unfortunately, this problem is prominent in many African river basins. In this study, an alternative calibration method is presented using water-level time series instead of discharge, applied to a semi-distributed rainfall-runoff model for the semi-arid and poorly gauged Mara River basin in Kenya. The modelled discharges were converted into water levels using the Strickler–Manning formula. This method produces an additional model output; this is a geometric rating curve equation that relates the modelled discharge to the observed water level using the Strickler–Manning formula and a calibrated slope-roughness parameter. This procedure resulted in good and consistent model results during calibration and validation. The hydrological model was able to reproduce the water levels for the entire basin as well as for the Nyangores sub-catchment in the north. The newly derived geometric rating curves were subsequently compared to the existing rating curves. At the catchment outlet of the Mara, these differed significantly, most likely due to uncertainties in the recorded discharge time series. However, at the Nyangores sub-catchment, the geometric and recorded discharge were almost identical. In conclusion, the results obtained for the Mara River basin illustrate that with the proposed calibration method, the water-level time series can be simulated well, and that the discharge-water-level relation can also be derived, even in catchments with uncertain or lacking rating curve information.
机译:水文模型在水资源管理中起着重要作用。这些模型通常依靠排放数据进行校准。排放时间序列通常是通过使用等级曲线从观察到的水位得出的。但是,由于观测不足,等级曲线拟合程序不足,等级曲线外推以及河流几何形状的时间变化,该方法存在许多不确定性。不幸的是,这个问题在许多非洲流域尤为突出。在这项研究中,提出了一种使用水位时间序列而不是流量的替代校准方法,该方法适用于肯尼亚半干旱且测量欠佳的半流域的半分布式降雨径流模型。使用Strickler-Manning公式将模拟排放量转换为水位。这种方法产生了额外的模型输出。这是一个几何定额曲线方程,它使用Strickler-Manning公式和校准的坡度-粗糙度参数将建模的排放量与观测到的水位相关联。此过程在校准和验证期间产生了良好且一致的模型结果。水文模型能够再现整个盆地以及北部Nyangores子汇水位的水位。随后将新得出的几何等级曲线与现有等级曲线进行比较。在马拉的集水口,这些差异很大,很可能是由于记录的排放时间序列的不确定性。但是,在Nyangores子汇水区,其几何流量和记录的流量几乎相同。总之,马拉河流域获得的结果表明,使用所提出的标定方法,可以很好地模拟水位时间序列,即使在不确定或集水的集水区,也可以得出排水水位关系。缺乏评分曲线信息。

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