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首页> 外文期刊>Journal of Hydrology >Parsimonious rainfall-runoff model construction supported by time series processing and validation of hydrological extremes - Part 1: Step-wise model-structure identification and calibration approach
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Parsimonious rainfall-runoff model construction supported by time series processing and validation of hydrological extremes - Part 1: Step-wise model-structure identification and calibration approach

机译:时间序列处理和水文极端情况验证支持的简约降雨径流模型构建-第1部分:逐步模型-结构识别和校准方法

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摘要

Common problems faced by rainfall-runoff modellers are data limitation, model overparameterization and related problems of parameter identifiability. Depending on the application, possible solutions to overcome these problems include the use of parsimonious conceptual models, avoid the use of a fixed pre-defined model conceptualization, but apply a "top-down" or "downward" method to allow the model structure to be adjusted or inferred from available data and field evidence. This paper presents a top-down procedure that starts from a generalized model structure framework that is adjusted in a case-specific parsimonious way. The model-structure building is done in a transparent, step-wise way, where separate parts of the model structure are identified and calibrated based on multiple and non-commensurable information derived from river flow series by means of a number of sequential time series processing tasks. These include separation of the high frequency (e.g., hourly, daily) river flow series into subflows, split of the series in approx. independent quick and slow flow hydrograph periods, and the extraction of independent peak and low flows. The model building and calibration account for the statistical assumptions and requirements on independency and homoscedasticity of the model residuals. Next to identification of the subflow recessions and related routing submodels, equations describing quick and slow runoff sub-responses and soil water storage are derived from the time series data. The method includes testing of the model performance for peak and low flow extremes.
机译:降雨径流建模者面临的常见问题是数据限制,模型过参数化以及相关的参数可识别性问题。根据不同的应用,解决这些问题的可能解决方案包括使用简约概念模型,避免使用固定的预定义模型概念化,而是应用“自顶向下”或“向下”方法以允许模型结构根据可用的数据和现场证据进行调整或推断。本文介绍了一种自顶向下的过程,该过程从以特定于案例的简约方式进行调整的通用模型结构框架开始。模型结构的构建以透明,分步的方式进行,其中,模型结构的各个部分根据河流流量序列中衍生的多个不可估量的信息,通过一系列顺序时间序列处理来识别和校准任务。其中包括将高频(例如,每小时,每天)河流流量序列分离为子流,然后将流量序列分成大约2个子流。独立的快流量和慢流量水文周期,以及独立的峰值和低流量提取。模型构建和校准考虑了模型残差的独立性和均方差性的统计假设和要求。除了识别子流衰退和相关的路由子模型,还从时间序列数据中导出了描述快速和缓慢径流子响应以及土壤水分存储的方程式。该方法包括针对峰值和低流量极端情况测试模型性能。

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