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Failure Analysis of a New Irrigation Water Allocation Mode Based on Copula Approaches in the Zhanghe Irrigation District, China

机译:基于Copula方法的漳河灌区新型灌溉配水模式失效分析。

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The risk analysis of an irrigation water allocation strategy based on physical mechanisms is critically important in practice. Conventional risk analysis only considers the role of the channel system and ignores the factors related to on-farm ponds. This paper proposes a channel-pond joint water supply mode (CPJM) based on copula approaches. Two copulas, the Plackett copula and No.16 copula, are chosen and two types of analyses are carried out with the proposed mode: (1) a risk assessment of CPJM with joint probability and conditional probability; and (2) determination of the water supply strategy given the pond water supply frequency. With a case study of the second channel in the Zhanghe Irrigation District (ZID), Southern China, nine combinations of channel water supply frequency (CWSF) and pond water supply frequency (PWSF) are studied. The results reveal that the failure probabilities of the joint distribution and the conditional distribution of the CPJM are 0.02%–16.54% and 0.45%–33.08%, respectively, with corresponding return period of 42–5000 and 10–222 years. Nevertheless, a previous study has shown that the real probability is 33.3%, which means that the return period is equals to three years. Therefore, the objective failure evaluation of the irrigation water-use strategy is useful for water saving in this channel system. Moreover, the irrigation water allocation strategy can be determined and the failure charts relating the CWSF and PWSF can be obtained for a predetermined PWSF. Thus, the channel-pond joint water supply mode provides a more reasonable estimate of the irrigation water allocation strategy reliability.
机译:在实践中,基于物理机制的灌溉水分配策略的风险分析至关重要。常规风险分析仅考虑渠道系统的作用,而忽略了与农场池塘相关的因素。本文提出了一种基于copula方法的河塘联合供水模式(CPJM)。选择了两个系,Plackett系和No.16系,并用提出的模式进行了两种类型的分析:(1)具有联合概率和条件概率的CPJM风险评估; (2)根据池塘供水频率确定供水策略。以中国南部漳河灌区的第二条河道为例,研究了河道供水频率(CWSF)和池塘供水频率(PWSF)的九种组合。结果表明,CPJM的联合分布和条件分布的失效概率分别为0.02%–16.54%和0.45%–33.08%,相应的回收期为42–5000年和10–222年。尽管如此,先前的研究表明,实际概率为33.3%,这意味着回报期等于三年。因此,对灌溉用水策略的客观失误评估有助于该渠道系统的节水。此外,可以确定灌溉水分配策略,并且可以针对预定的PWSF获得与CWSF和PWSF相关的故障图。因此,河塘式联合供水模式为灌溉用水分配策略的可靠性提供了更为合理的估计。

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