Coastal Flood Modeling Challenges in Defended Urban Backshores

被引:63
作者
Gallien, Timu W. [1 ]
Kalligeris, Nikos [1 ]
Delisle, Marie-Pierre C. [1 ]
Tang, Bo-Xiang [1 ]
Lucey, Joseph T. D. [1 ]
Winters, Maria A. [1 ]
机构
[1] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA
关键词
coastal flooding; wave overtopping; infrastructure; overland flow; compound flooding; multi-pathway flooding;
D O I
10.3390/geosciences8120450
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Coastal flooding is a significant and increasing hazard. There are multiple drivers including rising coastal water levels, more intense hydrologic inputs, shoaling groundwater and urbanization. Accurate coastal flood event prediction poses numerous challenges: representing boundary conditions, depicting terrain and hydraulic infrastructure, integrating spatially and temporally variable overtopping flows, routing overland flows and incorporating hydrologic signals. Tremendous advances in geospatial data quality, numerical modeling and overtopping estimation have significantly improved flood prediction; however, risk assessments do not typically consider the co-occurrence of multiple flooding pathways. Compound flooding refers to the combined effects of marine and hydrologic processes. Alternatively, multiple flooding source-receptor pathways (e.g., groundwater-surface water, overtopping-overflow, surface-sewer flow) may simultaneously amplify coastal hazard and vulnerability. Currently, there is no integrated framework considering compound and multi-pathway flooding processes in a unified approach. State-of-the-art urban coastal flood modeling methods and research directions critical to developing an integrated framework for explicitly resolving multiple flooding pathways are presented.
引用
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页数:25
相关论文
共 220 条
[1]   NUMERICAL MODELING OF SHORT WAVES IN SHALLOW-WATER [J].
ABBOTT, MB ;
PETERSEN, HM ;
SKOVGAARD, O .
JOURNAL OF HYDRAULIC RESEARCH, 1978, 16 (03) :173-204
[2]  
Ahrens J., 1977, TECHNICAL REPORT
[3]  
Ahrens J.P., 1986, IRREGULAR WAVE OVERT, V86
[4]  
Ahrens J.P., 1989, COASTAL ENG 1988, P795
[5]   Simulation of wave overtopping using an improved SPH method [J].
Akbari, H. .
COASTAL ENGINEERING, 2017, 126 :51-68
[6]   Wave overtopping of sea dikes with very shallow foreshores [J].
Altomare, C. ;
Suzuki, T. ;
Chen, X. ;
Verwaest, T. ;
Kortenhaus, A. .
COASTAL ENGINEERING, 2016, 116 :236-257
[7]  
[Anonymous], 2011, SOLUT COAST DISASTER, DOI [10.1061/9780784411858, DOI 10.1061/41185(417)42]
[8]  
[Anonymous], 2009, NATL WEATHER DIGEST
[9]   Storm extreme levels and coastal flood hazards: A parametric approach on the French coast of Languedoc (district of Leucate) [J].
Anselme, Brice ;
Durand, Paul ;
Thomas, Yves-Francois ;
Nicolae-Lerma, Alexandre .
COMPTES RENDUS GEOSCIENCE, 2011, 343 (10) :677-690
[10]   Development of flood probability charts for urban drainage network in coastal areas through a simplified joint assessment approach [J].
Archetti, R. ;
Bolognesi, A. ;
Casadio, A. ;
Maglionico, M. .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2011, 15 (10) :3115-3122