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A new hybrid model for nonlinear and non-stationary runoff prediction at annual and monthly time scales

机译:年和月尺度上非线性和非平稳径流预测的新混合模型

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Due to the effects of frequent anthropogenic activities and climate change, the natural annual runoff series presents typical nonlinear, non-stationary and multiple-scale characteristics, which triggers the common problem of low accuracy for long-term runoff predictions. Therefore, the main goal of this study was to improve the long-term prediction accuracy for the nonlinear and non-stationary runoff series by introducing a new hybrid approach based on improved ensemble intrinsic time-scale decomposition (IEITD) and improved nearest neighbor bootstrapping regressive (INNBR) methods. First, the Brock-Dechert-Scheinkman (BDS) test and Augmented Dickey-Fuller (ADF) test were used to identify the nonlinear and non-stationary characteristics of annual runoff series, respectively, and the Modified Mann Kendall (MM-K) test and Mann Kendall (M-K) abrupt change test methods were applied to explore the drivers of non-stationarity. On this basis, the IEITD was used to decompose the original annual runoff series into several proper rotation components (PRCs) and a monotonic residual trend term to make the non-stationary runoff time series stationary. Then, the INNBR model was applied to predict the respective PRCs. The residual series was predicted by the polynomial fitting method. Finally, the predictive results of each PRC and residual series were summed to obtain an ensemble forecast for the runoff series. The performance of the new hybrid approach was tested by the annual (nine hydrological stations) and monthly (three hydrological stations) runoff data covering 1956-2011 in the Luanhe River basin in China. Results suggested: (1) the annual runoff time series of nine hydrological stations presented obviously dependent nonlinear structure; (2) the annual runoff series of nine hydrological stations were all non-stationary; (3) human activity, rather than change in precipitation, was the major driving factor of runoff decline in the Luanhe River basin; (4) For the performance evaluation criteria of Nash-Sutcliffe efficiency coefficient (NSEC), compared with Nearest Neighbor Bootstrapping Regressive (NNBR) and INNBR, the precision of IEITD-INNBR model almost increase by 227% and 37% on the average of nine hydrological stations; (5) the new hybrid approach of combining the IEITD and INNBR models outperformed the other two models (NNBR and INNBR) tested, and it is capable of capturing the nonlinear, non-stationary and multiple-scale characteristics of complex runoff time series and obtaining higher predictive precision.
机译:由于频繁的人为活动和气候变化的影响,自然年度径流序列呈现典型的非线性,非平稳和多尺度特征,这引发了长期径流预测精度低的普遍问题。因此,本研究的主要目的是通过引入基于改进的集合固有时间尺度分解(IEITD)和改进的最近邻自举回归的新混合方法来提高非线性和非平稳径流序列的长期预测精度。 (INNBR)方法。首先,分别使用Brock-Dechert-Scheinkman(BDS)检验和增强Dickey-Fuller(ADF)检验来识别年度径流序列的非线性和非平稳特征,以及修正的Mann Kendall(MM-K)检验和Mann Kendall(MK)的突变测试方法用于探索非平稳性的驱动因素。在此基础上,利用IEITD将原始的年度径流序列分解为几个适当的旋转分量(PRC)和单调残差趋势项,以使非平稳径流时间序列平稳。然后,使用INNBR模型预测各个PRC。通过多项式拟合法预测残差序列。最后,将每个PRC和残差序列的预测结果相加,以获得径流序列的整体预测。通过中国an河流域1956-2011年的年度(9个水文站)和每月(3个水文站)径流数据对新混合方法的性能进行了测试。结果表明:(1)9个水文站的年径流量时间序列呈现明显的非线性结构; (2)9个水文站的年径流序列均非平稳; (3)activity河流域径流下降的主要驱动因素是人类活动,而不是降水变化。 (4)对于Nash-Sutcliffe效率系数(NSEC)的性能评估标准,与最近邻自举回归(NNBR)和INNBR相比,IEITD-INNBR模型的精度几乎平均提高了227%和37%水文站; (5)结合IEITD和INNBR模型的新混合方法优于已测试的其他两个模型(NNBR和INNBR),它能够捕获复杂径流时间序列的非线性,非平稳和多尺度特征并获得更高的预测精度。

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