Hurricane Harvey highlights: Need to assess the adequacy of probable maximum precipitation estimation methods

被引：0

作者：

Kao S.-C. ^{[1
]}

DeNeale S.T. ^{[2
]}

Watson D.B. ^{[2
]}

机构：

[1] Environmental Sciences Division and Climate Change Science Institute, Oak Ridge National Laboratory, P.O. Box 2008, MS-6038, Oak Ridge, 37831, TN

[2] Environmental Sciences Division, Oak Ridge National Laboratory, P.O. Box 2008, MS-6038, Oak Ridge, 37831, TN

来源：

Journal of Hydrologic Engineering | 2019年 / 24卷 / 04期

关键词：

Hurricane Harvey; Infrastructure safety; Probable maximum precipitation; Stage IV quantitative precipitation estimate (QPE);

D O I：

10.1061/(asce)he.1943-5584.0001768

中图分类号：

学科分类号：

摘要：

Probable maximum precipitation (PMP) is the primary criterion used to design flood protection measures for critical infrastructures such as dams and nuclear power plants. Based on our analysis using the Stage IV (ST4) quantitative precipitation estimates, precipitation associated with Hurricane Harvey near Houston, Texas, represents a PMP-scale storm and partially exceeds the Hydrometeorological Report No. 51 (HMR51) 72-h PMP estimates at 5,000 mi2 (ST4 = 805 mm; HMR51 = 780 mm) and 10,000 mi2 (ST4 = 686 mm; HMR51 = 673 mm). We also find statistically significant increasing trends since 1949 in the annual maximum total precipitable water and dew point temperature observations along the US Gulf Coast region, suggesting that, if the trend continues, the theoretical upper bound of PMP could be even larger. Our analysis of Hurricane Harvey rainfall data demonstrates that an extremely large PMP-scale storm is physically possible and that PMP estimates should not be considered overly conservative. This case study highlights the need for improved PMP estimation methodologies to account for long-term trends and to ensure the safety of our critical infrastructures. © 2019 American Society of Civil Engineers.

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