Impact of increased atmospheric moisture on the precipitation depth caused by Hurricane Ivan (2004) over a target area

Mure-Ravaud, Mathieu; Kavvas, M. L.; Dib, Alain

doi:10.1016/j.scitotenv.2019.03.471

Cited by 3 publications

(1 citation statement)

References 16 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Under changing environment, the physically‐based diagnostic methods can provide feasible schemes for identifying the physical mechanisms associated with extreme precipitation. In fact, there are a large body of scientific literature providing analysis and simulation of extreme precipitation to better comprehend the underlying key processes controlling extreme precipitation at regional scale (Couto, Ducrocq, Salgado, & Costa, 2016; Ducrocq et al, 2016; Mure‐Ravaud, Ishida, Kavvas, Yegorova, & Kanney, 2019; Mure‐Ravaud, Kavvas, & Dib, 2019; Sauvage, Brossier, Bouin, & Ducrocq, 2020; Yang, Smith, Yang, Baeck, & Ni, 2019; Zhang et al, 2018). Among them, Ducrocq et al (2016) highlighted the advances in process understanding of heavy precipitation in the Mediterranean in terms of initiation of deep convection, mesoscale convective systems dynamics and microphysics, and origin and transportation of water vapor.…”

Section: Urban Short‐duration Extreme Precipitationmentioning

confidence: 99%

Updating intensity–duration–frequency curves for urban infrastructure design under a changing environment

et al. 2021

View full text Add to dashboard Cite

The intensity and frequency of extreme precipitation have increased in many regions in the past century due to climate change. Many studies have revealed that short‐duration extreme precipitations are likely to become more and more severe in many areas, thus raising a question on whether our urban infrastructures have been designed adequately to cope with these changes. Currently, Intensity–duration–frequency (IDF) curves, which summarize the relationships between the intensity and frequency of extreme precipitation for different durations, are recommended as a criterion for urban infrastructure design and stormwater management. However, climate change is thought to have invalidated the stationary assumption in deriving IDF curves, that is, current IDF curves could misevaluate future extreme precipitation in many cases. Therefore, it is necessary to update the current IDF curves by considering possible changes of extreme precipitation. In this review, we first summarize observed changes in urban short‐duration extreme precipitation and explore the physical mechanisms associated with changes. Then, we introduce two major approaches for updating IDF curves, namely the covariate‐based nonstationary IDF curves and climate‐model‐based IDF curves. Advances in these two updating approaches for IDF curves are the focus of this review. These include the investigation of physically‐based covariates with nonstationary modeling of extreme precipitation; nonstationary precipitation design strategies; and the statistical downscaling and dynamic downscaling methods for projecting future short‐duration precipitation. Finally, we summarize some future research challenges and opportunities on providing reliable projections of future short‐duration extreme precipitation and better characterize the probabilistic behavior of short‐duration extreme precipitation for IDF design. This article is categorized under: Engineering Water > Engineering Water

show abstract