contributor author | Shih-Chieh Kao; Scott T. DeNeale; David B. Watson | |
date accessioned | 2019-03-10T12:12:19Z | |
date available | 2019-03-10T12:12:19Z | |
date issued | 2019 | |
identifier other | %28ASCE%29HE.1943-5584.0001768.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4255089 | |
description abstract | 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. | |
publisher | American Society of Civil Engineers | |
title | Hurricane Harvey Highlights: Need to Assess the Adequacy of Probable Maximum Precipitation Estimation Methods | |
type | Journal Paper | |
journal volume | 24 | |
journal issue | 4 | |
journal title | Journal of Hydrologic Engineering | |
identifier doi | 10.1061/(ASCE)HE.1943-5584.0001768 | |
page | 05019005 | |
tree | Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 004 | |
contenttype | Fulltext | |