Hydrodynamic versus GIS modelling for coastal flood vulnerability assessment: Which is better for guiding coastal management?

被引:112
作者
Seenath, Avidesh [1 ]
Wilson, Matthew [1 ]
Miller, Keith [2 ]
机构
[1] Univ W Indies, Dept Geog, Trinidad, Trinidad Tobago
[2] Univ W Indies, Dept Geomat Engn & Land Management, Trinidad, Trinidad Tobago
关键词
Coastal flood vulnerability assessment; Hydrodynamic modelling; GIS; Coastal management; SEA-LEVEL RISE; CLIMATE-CHANGE; STORM-SURGE; INUNDATION; COUNTY; SYSTEM;
D O I
10.1016/j.ocecoaman.2015.11.019
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Under climate change, sea-level rise and increasing storm surge intensity will increase the likelihood of floods for low-lying coastal areas. Therefore, Coastal Flood Vulnerability Assessments (CFVA) are necessary to inform decision making for coastal management, where applicable. Two types of tools, hydrodynamic models and Geographic Information Systems (GIS), are commonly employed for these evaluations. Using Pigeon Point, Southwest Tobago, as a case study, this paper compares the application of both to determine the best approach for CFVA that can be used to guide coastal management. For hydrodynamic modelling, available and surveyed data on bathymetry, topography and tides along with current and future estimates of mean sea-level were used to create a structured and an unstructured grid model via the LISFLOOD-FP and TELEMAC-2D codes, respectively. For the GIS assessment, a coastal digital elevation model was developed using the same data on bathymetry and elevation. These models were used to project the present and future impact of storm surges on coastal flood extent at Pigeon Point. Outputs generated were compared and analysed within a GIS. Using predictions from TELEMAC-2D (full shallow water equations) as the baseline for comparison, average results acquired revealed that projections generated by all three models were consistent (less than 5.00% difference in flood predictions). To add certainty to the modelling results, all models were used to simulate an observed spring high tide event for model validation purposes. The Root Mean Squared Error (RMSE) was calculated as an indication of model performance. RMSE values indicated that all models were consistent and matched well to the field observations. However, further analysis revealed that inherent in the use of GIS for CFVA is hydraulic connectivity issues due to exclusion of flow dynamics, which leads to over-estimation in flood extent. Acknowledging the theory that over-estimation leads to over-management, it is suggested that hydrodynamic models are better suited for detailed CFVA, while GIS can be used rapidly as a potential indicator of flood exposure for large sites. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:99 / 109
页数:11
相关论文
共 50 条
[1]  
Abbot M.B., 1989, COMPUTATIONAL FLUID
[2]  
[Anonymous], 2007, Hydrodynamics of free surface flows: modelling with the finite element method
[3]  
[Anonymous], 2000, Numerical Models of Oceans and Oceanic Processes
[4]   Assessing the uncertainty in distributed model predictions using observed binary pattern information within GLUE [J].
Aronica, G ;
Bates, PD ;
Horritt, MS .
HYDROLOGICAL PROCESSES, 2002, 16 (10) :2001-2016
[5]   Simplified two-dimensional numerical modelling of coastal flooding and example applications [J].
Bates, PD ;
Dawson, RJ ;
Hall, JW ;
Matthew, SHF ;
Nicholls, RJ ;
Wicks, J ;
Hassan, MAAM .
COASTAL ENGINEERING, 2005, 52 (09) :793-810
[6]   A simple raster-based model for flood inundation simulation [J].
Bates, PD ;
De Roo, APJ .
JOURNAL OF HYDROLOGY, 2000, 236 (1-2) :54-77
[7]   A numerical study of coastal inundation and its validation for Thane cyclone in the Bay of Bengal [J].
Bhaskaran, Prasad K. ;
Gayathri, R. ;
Murty, P. L. N. ;
Bonthu, SubbaReddy ;
Sen, Debabrata .
COASTAL ENGINEERING, 2014, 83 :108-118
[8]   Assessment of TELEMAC system performances, a hydrodynamic case study of Anglet, France [J].
Briere, C. ;
Abadie, S. ;
Bretel, P. ;
Lang, P. .
COASTAL ENGINEERING, 2007, 54 (04) :345-356
[9]   Sea level rise and its coastal impacts [J].
Cazenave, Anny ;
Le Cozannet, Goneri .
EARTHS FUTURE, 2014, 2 (02) :15-34
[10]  
Chan N. W., 1997, DISASTER PREVENTION, V6, P72, DOI DOI 10.1108/096535697