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Calibration of Rainfall Runoff Models in Ungauged Catchments: Regionalization Relationships for a Rainfall Runoff Model

机译:Ungauged集水区中降雨径流模型的校准:降雨径流模型的区域化关系

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In many regions where rainfall runoff models are required, there is a lack of streamflow data available to calibrate the model parameters. Along with streamflow data simply not being recorded, there are many reasons for a lack of a suitable data set for model calibration, such as significant modifications to catchment characteristics, or long periods of unseasonable rainfall producing unrepresentative relationships. Generally, for an ungauged catchment, it is desirable to implement a model with as few free parameters as possible, provided the conceptualization of the model is suitable for the catchment under consideration. The Australian Water Balance Model (AWBM) is a rainfall runoff model that is commonly used in Australia. Typically it has 7 parameters, however methods are available to determine the storage size and capacity parameters for the AWBM based on an estimate of the average annual runoff. This is a great advantage when applying the model to ungauged catchments. However, there are two AWBM parameters which cannot be determined by this approach, namely the baseflow index and baseflow recession constant. The aim of this paper is to develop regionalization relationships to allow these two parameters to be estimated for ungauged catchments, based on the characteristics of the catchment that can be easily identified. General Regression Neural Networks are used to identify the relationships between model parameters and catchment characteristics. The results indicate that by using only easily identifiable characteristics of an ungauged catchment, suitable estimates of the unknown AWBM parameter values can be obtained, thereby allowing reasonable rainfall-runoff models to be developed. While the relationships developed in this work are specific to Australian catchments, the methodology used can be easily adapted to develop relationships for other regions.
机译:在需要降雨径流模型的许多地区,缺乏可用于校准模型参数的流流数据。除了简单地没有记录流流数据之外,还有许多原因缺乏用于模型校准的合适数据集,例如对集水区的显着修改,或者长期不合理的降雨,产生不成功的关系。通常,对于一个未吞噬的集水器,期望实现尽可能少的自由参数的模型,只要模型的概念化适合于所考虑的集水区。澳大利亚水平模型(AWBM)是一种降雨径流模型,澳大利亚常用。通常,它具有7个参数,但是可以根据平均年度径流的估计来确定AWBM的存储大小和容量参数。将模型应用于未凝固的集水区时,这是一个很大的优势。然而,有两个AWBM参数不能通过这种方法来确定,即基流指数和基础衰退常量。本文的目的是开发区域化关系,以允许基于可以容易识别的集水区的特性来估计未凝固的集水区的这两个参数。一般回归神经网络用于识别模型参数和集水区特征之间的关系。结果表明,通过仅使用未吞噬的集水器的易于识别特性,可以获得未知AWBM参数值的合适估计,从而允许开发合理的降雨径流模型。虽然在这项工作中开发的关系是特定于澳大利亚集水区的关系,但是使用的方法可以很容易地适应为其他地区开发关系。

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