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A framework for assessing flood frequency based on climate projection information

机译:基于气候预测信息的洪水频率评估框架

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Flood safety is of the utmost concern for water resources management agencies charged with operating and maintaining reservoir systems. Risk evaluations guide de-sign of infrastructure alterations or lead to potential changes in operations. Changes in climate may change the risk due to floods and therefore decisions to alter infrastructure with a life span of decades or longer may benefit from the use of climate projections as opposed to use of only historical ob-servations. This manuscript presents a set of methods meant to support flood frequency evaluation based on current down-scaled climate projections and the potential implications of changing flood risk on how evaluations are made. Methods are demonstrated in four case study basins: the Boise River above Lucky Peak Dam, the San Joaquin River above Fri-ant Dam, the James River above Jamestown Dam, and the Gunnison River above Blue Mesa Dam. The analytical design includes three core elements: (I) a rationale for selecting climate projections to represent available climate projections; (2) generation of runoff projections consistent with climate projections using a process-based hydrologic model and temporal disaggregation of monthly downscaled climate projections into 6-h weather forcings required by the hydrologic model; and (3) analysis of flood frequency distributions based on runoff projection results. In addition to demonstrating the methodology, this paper also presents method choices under each analytical element, and the resulting implications to how flood frequencies are evaluated. The methods used reproduce the antecedent calibration period well. The approach results in a unidirectional shift in modeled flood magnitudes. The comparison between an expanding retrospective (current paradigm for flood frequency estimation) and a lookahead flood frequency approach indicate potential for significant bi-ases in flood frequency estimation.
机译:对于负责运营和维护水库系统的水资源管理机构而言,洪水安全是最重要的问题。风险评估可指导设计基础设施的变更或导致运营的潜在变化。气候变化可能会因洪水而改变风险,因此,决定使用生命周期长达数十年或更长时间的基础设施的变更可能会受益于使用气候预测,而不是仅使用历史观测。该手稿介绍了一组方法,这些方法旨在根据当前的按比例缩小的气候预测以及洪水风险变化对评估的潜在影响来支持洪水频率评估。方法在四个案例研究盆地中得到了证明:幸运峰大坝上方的博伊西河,弗里安特大坝上方的圣华金河,詹姆斯敦大坝上方的詹姆斯河和蓝梅萨大坝上方的甘尼森河。分析设计包括三个核心要素:(I)选择气候预测以代表可用的气候预测的理由; (2)使用基于过程的水文模型生成与气候预测相符的径流预测,并将按月缩小比例的气候预测按时间分解为水文模型要求的6小时天气强迫; (3)基于径流预测结果的洪水频率分布分析。除了演示方法外,本文还介绍了每个分析元素下的方法选择,以及由此产生的对洪水频率评估的影响。所使用的方法很好地再现了之前的校准周期。该方法导致模拟洪水幅度的单向移动。扩展的回顾(洪水频率估计的当前范例)和前瞻性洪水频率方法之间的比较表明,洪水频率估计中可能存在重大偏见。

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