Flood Impacts on Critical Infrastructure in a Coastal Floodplain in Western Puerto Rico during Hurricane Maria

被引:14
|
作者
Mejia Manrique, Said A. [1 ]
Harmsen, Eric W. [2 ]
Khanbilvardi, Reza M. [1 ]
Gonzalez, Jorge E. [3 ]
机构
[1] CUNY City Coll, Dept Civil Engn, New York, NY 10031 USA
[2] Univ Puerto Rico, Dept Agr & Biosyst Engn, Mayaguez, PR 00681 USA
[3] CUNY City Coll, Dept Mech Engn, New York, NY 10031 USA
基金
美国国家科学基金会;
关键词
flood; hydrologic modelling; simulation; GSSHA; storm surge; Hurricane Maria; Hurricane Irma; Puerto Rico (PR); Anasco watershed; critical infrastructure; resilience; WRF; STORM-SURGE INUNDATION; RIVER-BASIN; REAL-TIME; MODEL; CALIBRATION; SURFACE; EVENTS; SYSTEM;
D O I
10.3390/hydrology8030104
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Flooding during extreme weather events damages critical infrastructure, property, and threatens lives. Hurricane Maria devastated Puerto Rico (PR) on 20 September 2017. Sixty-four deaths were directly attributable to the flooding. This paper describes the development of a hydrologic model using the Gridded Surface Subsurface Hydrologic Analysis (GSSHA), capable of simulating flood depth and extent for the Anasco coastal flood plain in Western PR. The purpose of the study was to develop a numerical model to simulate flooding from extreme weather events and to evaluate the impacts on critical infrastructure and communities; Hurricane Maria is used as a case study. GSSHA was calibrated for Irma, a Category 3 hurricane, which struck the northeastern corner of the island on 7 September 2017, two weeks before Hurricane Maria. The upper Anasco watershed was calibrated using United States Geological Survey (USGS) stream discharge data. The model was validated using a storm of similar magnitude on 11-13 December 2007. Owing to the damage sustained by PR's WSR-88D weather radar during Hurricane Maria, rainfall was estimated in this study using the Weather Research Forecast (WRF) model. Flooding in the coastal floodplain during Hurricane Maria was simulated using three methods: (1) Use of observed discharge hydrograph from the upper watershed as an inflow boundary condition for the coastal floodplain area, along with the WRF rainfall in the coastal flood plain; (2) Use of WRF rainfall to simulate runoff in the upper watershed and coastal flood plain; and (3) Similar to approach (2), except the use of bias-corrected WRF rainfall. Flooding results were compared with forty-two values of flood depth obtained during face-to-face interviews with residents of the affected communities. Impacts on critical infrastructure (water, electric, and public schools) were evaluated, assuming any structure exposed to 20 cm or more of flooding would sustain damage. Calibration equations were also used to improve flood depth estimates. Our model included the influence of storm surge, which we found to have a minimal effect on flood depths within the study area. Water infrastructure was more severely impacted by flooding than electrical infrastructure. From these findings, we conclude that the model developed in this study can be used with sufficient accuracy to identify infrastructure affected by future flooding events.
引用
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页数:32
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