Durighetto Nicola, Mariotto Veronica, Zanetti Francesca, McGuire Kevin J, Mendicino Giuseppe, Senatore Alfonso, Botter Gianluca
Department of Civil, Environmental and Architectural Engineering University of Padua Padova Italy.
Department of Forest Resources & Environmental Conservation Virginia Tech Blacksburg VA USA.
Water Resour Res. 2022 Apr;58(4):e2021WR031344. doi: 10.1029/2021WR031344. Epub 2022 Apr 8.
In spite of the prevalence of temporary rivers over a wide range of climatic conditions, they represent a relatively understudied fraction of the global river network. Here, we exploit a well-established hydrological model and a derived distribution approach to develop a coupled probabilistic description for the dynamics of the catchment discharge and the corresponding active network length. Analytical expressions for the flow duration curve (FDC) and the stream length duration curve (SLDC) were derived and used to provide a consistent classification of streamflow and active length regimes in temporary rivers. Two distinct streamflow regimes (persistent and erratic) and three different types of active length regimes (ephemeral, perennial, and ephemeral de facto) were identified depending on the value of two dimensionless parameters. These key parameters, which are related to the underlying streamflow fluctuations and the sensitivity of active length to changes in the catchment discharge (here quantified by the scaling exponent b), originate seven different behavioral classes characterized by contrasting shapes of the underlying SLDCs and FDCs. The analytical model was tested using data gathered in three study catchments located in Italy and USA, with satisfactory model performances in most cases. Our analytical and empirical results show the existence of a structural relationship between streamflow and active length regimes, which is chiefly modulated by the scaling exponent . The proposed framework represents a promising tool for the coupled analysis of discharge and river network length dynamics in temporary streams.
尽管季节性河流在广泛的气候条件下普遍存在,但它们在全球河网中所占比例相对而言研究较少。在此,我们利用一个成熟的水文模型和一种派生分布方法,来建立集水区流量动态与相应活跃河网长度的耦合概率描述。推导了流量历时曲线(FDC)和河流长度历时曲线(SLDC)的解析表达式,并用于对季节性河流中的水流和活跃长度状态进行一致分类。根据两个无量纲参数的值,确定了两种不同的水流状态(持续型和不稳定型)以及三种不同类型的活跃长度状态(季节性、常年性和事实上的季节性)。这些关键参数与潜在的水流波动以及活跃长度对集水区流量变化的敏感性(此处通过标度指数b量化)相关,产生了七种不同的行为类别,其特征是潜在的SLDC和FDC形状不同。使用在意大利和美国的三个研究集水区收集的数据对该解析模型进行了测试,在大多数情况下模型表现令人满意。我们的分析和实证结果表明,水流和活跃长度状态之间存在结构关系,这主要由标度指数调节。所提出的框架是用于耦合分析季节性溪流中流量和河网长度动态的一个很有前景的工具。