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Precipitation extremes and the impacts of climate change on stormwater infrastructure in Washington State

机译:极端降水和气候变化对华盛顿州雨水基础设施的影响

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The design of stormwater infrastructure is based on an underlying assumption that the probability distribution of precipitation extremes is statistically stationary. This assumption is called into question by climate change, resulting in uncertainty about the future performance of systems constructed under this paradigm. We therefore examined both historical precipitation records and simulations of future rainfall to evaluate past and prospective changes in the probability distributions of precipitation extremes across Washington State. Our historical analyses were based on hourly precipitation records for the time period 1949-2007 from weather stations in and near the state's three major metropolitan areas: the Puget Sound region, Vancouver (WA), and Spokane. Changes in future precipitation were evaluated using two runs of the Weather Research and Forecast (WRF) regional climate model (RCM) for the time periods 1970-2000 and 2020-2050, dynamically downscaled from the ECHAM5 and CCSM3 global climate models. Bias-corrected and statistically downscaled hourly precipitation sequences were then used as input to the HSPF hydrologic model to simulate streamflow in two urban watersheds in central Puget Sound. Few statistically significant changes were observed in the historical records, with the possible exception of the Puget Sound region. Although RCM simulations generally predict increases in extreme rainfall magnitudes, the range of these projections is too large at present to provide a basis for engineering design, and can only be narrowed through consideration of a larger sample of simulated climate data. Nonetheless, the evidence suggests that drainage infrastructure designed using mid-20th century rainfall records may be subject to a future rainfall regime that differs from current design standards.
机译:雨水基础设施的设计基于一个基本假设,即极端降水的概率分布在统计上是固定的。气候变化使这一假设受到质疑,从而导致在该范式下构建的系统的未来性能不确定。因此,我们检查了历史降水记录和未来降水的模拟,以评估华盛顿州整个极端降水概率分布的过去和未来变化。我们的历史分析是基于1949-2007年期间该州三个主要都会区及附近的气象站的每小时降水记录得出的:普吉特海湾地区,温哥华(WA)和斯波坎。使用从ECHAM5和CCSM3全球气候模型动态缩减后的两个天气研究和预报(WRF)区域气候模型(RCM),分别评估了1970-2000年和2020-2050年期间的未来降水变化。偏差校正和经统计缩减的每小时降水序列随后被用作HSPF水文模型的输入,以模拟普吉特海湾中部两个城市集水区的水流。除普吉特海湾地区外,历史记录中几乎没有观察到统计学上的显着变化。尽管RCM模拟通常可以预测极端降雨幅度的增加,但目前这些预测的范围太大,无法为工程设计提供依据,只能通过考虑较大的模拟气候数据样本来缩小范围。但是,有证据表明,使用20世纪中叶的降雨记录设计的排水基础设施可能会受到与当前设计标准不同的未来降雨制度的影响。

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