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基于效益风险均衡的径流组分模型优选准则
Optimal Selection Criterion for Runoff Component Models Based on Benefit-Risk Balance
径流组成成分识别是水文分析的一项重要内容,但目前在组分模型形式选择方面仍缺乏统一的准则,导致建模时组分类型及分离顺序难以确定。考虑突变、趋势、周期成分等组分类型,构建不同的线性叠加模型对变化长度径流序列的组成成分进行动态识别,在分析不同模型的识别精度及其随时间变化特征的基础上,提出了基于效益风险均衡的径流组分模型选择准则。以金沙江下游屏山站1956—2010年的径流序列为实例,对所提模型选择准则进行了应用分析。结果表明,径流成分识别受到模型形式和序列长度的共同影响,识别精度越高的模型在应对序列长度变化时具有相对越低的稳定性,所提准则为径流组分模型选择提供了一种均衡考量识别精度(效益)和稳定性(风险)的思路。
[Objectives] Identification of runoff components is a key aspect of hydrological analysis and is crucial for understanding the evolution patterns of watershed water resources. Traditional runoff component models are often constructed based on the criterion of maximizing the extraction accuracy of deterministic components for the runoff series of a given length. However, a unified criterion for selecting model forms that adapt to variations in runoff series length over time is still lacking, making it difficult to determine the types of runoff components and the order of their separation during modeling. To address this, this study proposes a selection criterion for runoff component models based on the balance between benefits and risks. [Methods] Based on the diagnosis and quantitative description of evolution characteristics such as mutations, trends, and periodicities using time-series variability detection methods—the Mann-Kendall test, sliding T-test, Pettitt test, Standard Normal Homogeneity test, Buishand test, and periodogram—different forms of linear superposition models were developed by combinations and extraction sequences of the identified components, such as mutation, trend, and periodicity. These models were then employed to dynamically identify the components of runoff sequences with varying lengths. The accuracy of deterministic component identification was used to represent the “benefits” achieved by the model in runoff component recognition, while the magnitude of fluctuations in model accuracy under varying runoff sequences (i.e., stability) was regarded as the “risk”. A weighting coefficient representing the decision-maker’s preferences was introduced as a balancing variable to construct a benefit-risk balance indicator. Subsequently, runoff component models were optimized based on the criterion of minimizing this benefit-risk balance indicator. [Results] Using the runoff sequence from 1956 to 2010 at the Pingshan Station on the lower reaches of the Jinsha River as a case study, variable-length runoff sequences (with sample sizes ranging from 30 to 55) were constructed, starting from 1956 and ending in any year from 1986 to 2010. Runoff component identification was conducted under different model forms, and the proposed benefit-risk balance criterion was applied for model selection analysis. The results indicated mutual offsetting among components such as mutations, trends, and periodicities in the runoff sequence, and the same runoff sequence could be characterized by multiple models, each representing distinct compositional forms of runoff components. Runoff component identification was jointly influenced by both the model form and the sequence length; models with higher identification accuracy exhibited relatively lower stability when responding to changes in sequence length. For instance, models incorporating periodic components demonstrated superior fitting accuracy compared to those containing only trend or mutation terms, which in turn outperformed multi-year average models, while the stability of accuracy changes followed the opposite trend. If the decision-making objective was to achieve a more adequate fitting, models that sequentially separate mutations and periodic components are prioritized; conversely, if the objective was to maintain more stable accuracy with varying sequence lengths, models that identify only mutation or trend terms were more advantageous. [Conclusions] A novel approach is proposed in this study for selecting component models of variable-length runoff sequences by balancing identification accuracy (benefit) and stability (risk). Both the accuracy and stability indicators proposed in the criterion can be flexibly defined according to decision-making needs, facilitating decision-makers in comprehensively considering their preferences for model accuracy and stability under varying conditions to optimize model selection.
径流组分模型 / 选择准则 / 线性叠加模型 / 效益风险均衡 / 变化径流序列
runoff component model / model selection criterion / linear superposition model / benefit-risk balance / variable-length runoff sequences
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The trends and abrupt changes of runoff at major control stations in the upstream of Zhengyangguan were investigated by using Mann-Kendall trend analysis method,Mann-Kendall abrupt change test method,and moving-t test method based on monthly measured runoff data and the monthly precipitation data since the 1950s. Factors affecting the abrupt change of runoff were also analyzed. Results demonstrated that the runoff of main control stations upstream of Zhengyangguan has been on a downward trend since the 1950s, and that of the tributary control stations more obvious. In the late 1950s, the Jiangjiaji station and Hengpaitou station in the southern tributary of Huaihe River witnessed abrupt changes in runoff because the reservoirs in the upstream of control station was built and put into operation, which led to the abrupt reduction of runoff. The annual runoff of Fuyangzha station in Huaibei tributary declined abruptly in 1971 possibly because of both the small precipitation in the 1970s and the regulation effect of sluice and dam. During the abrupt changes, the runoff of Jiangjiaji station, Hengpaitou station and Fuyangzha station affected by human activities were 116.0 billion,104.3 billion,130.3 billion m<sup>3</sup> respectively, and the runoff reduction rates were 49.5%, 61.8% and 42.3%, respectively.The research results can provide technical support for flood and drought disaster prevention and water resources management for the Huaihe River Basin.
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