Comparative Analysis of Coastal Flooding Vulnerability and Hazard Assessment at National Scale

被引:43
作者
Di Risio, Marcello [1 ]
Bruschi, Antonello [2 ]
Lisi, Iolanda [2 ]
Pesarino, Valeria [2 ]
Pasquali, Davide [1 ]
机构
[1] Univ Aquila, Dept Civil Construct Architectural & Environm Eng, Environm & Maritime Hydraul Lab LIAM, I-67100 Laquila, Italy
[2] Italian Natl Inst Environm Protect & Res ISPRA, I-00144 Rome, Italy
关键词
coastal vulnerability; coastal hazard; coastal flooding; risk and probability; WAVE RUN-UP; NATURAL BEACH; STORM-SURGE; SWASH; MANAGEMENT; PORTUGAL; PROFILE; HEIGHT; MODEL; SETUP;
D O I
10.3390/jmse5040051
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The evaluation of the coastal hazard and vulnerability caused by storm conditions is an important issue related to coastal flooding and erosion. Although these topics have been widely tackled by past research, they cannot be avoided, but need to be carefully managed by local authorities in order to limit damage to coastal infrastructure, to protect human life, habitats and sensitive species. Usually, this issue is tackled through common approaches at the regional scale. This paper illustrates the first steps of a research project aimed at assessing coastal hazard and vulnerability to wave-induced flooding at the national scale. In order to apply the method to the national scale, it is necessary to select a suitable dataset. This has to be consistent with the whole application area, concerning its spatial distribution, reliability and availability. Thus, one of the aims of this project is to perform a comparative analysis using data available at the national and local scale. The analysis was performed for the area of Montalto di Castro (Tyrrhenian Sea) by using datasets with different spatial resolutions. The results revealed that the use of low resolution data does not significantly affect the estimated nearshore wave features, while the wave runup in underestimated by about 25%. This underestimation influences also the vulnerability and hazard assessments. In particular, the vulnerability is conservatively assessed if low resolution data are used. On the other hand, the hazard is conservatively assessed when low resolution data are used only if the wave runup is amplified by considering the 25% underestimation. The results presented herein can be extended to other sites with the same general features (i.e., microtidal and dissipative coastal stretches).
引用
收藏
页数:20
相关论文
共 54 条
[11]   The use of wave forecasts for maritime activities safety assessment [J].
De Girolamo, P. ;
Di Risio, M. ;
Beltrami, G. M. ;
Bellotti, G. ;
Pasquali, D. .
APPLIED OCEAN RESEARCH, 2017, 62 :18-26
[12]   Landslide tsunami: physical modeling for the implementation of tsunami early warning systems in the Mediterranean Sea [J].
De Girolamo, P. ;
Di Risio, M. ;
Romano, A. ;
Molfetta, M. G. .
12TH INTERNATIONAL CONFERENCE ON COMPUTING AND CONTROL FOR THE WATER INDUSTRY, CCWI2013, 2014, 70 :429-438
[13]  
De la Pena J., 2012, COAST ENG P, V1, P22
[14]   Flood maps in Europe - methods, availability and use [J].
de Moel, H. ;
van Alphen, J. ;
Aerts, J. C. J. H. .
NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2009, 9 (02) :289-301
[15]   The ERA-Interim reanalysis: configuration and performance of the data assimilation system [J].
Dee, D. P. ;
Uppala, S. M. ;
Simmons, A. J. ;
Berrisford, P. ;
Poli, P. ;
Kobayashi, S. ;
Andrae, U. ;
Balmaseda, M. A. ;
Balsamo, G. ;
Bauer, P. ;
Bechtold, P. ;
Beljaars, A. C. M. ;
van de Berg, L. ;
Bidlot, J. ;
Bormann, N. ;
Delsol, C. ;
Dragani, R. ;
Fuentes, M. ;
Geer, A. J. ;
Haimberger, L. ;
Healy, S. B. ;
Hersbach, H. ;
Holm, E. V. ;
Isaksen, L. ;
Kallberg, P. ;
Koehler, M. ;
Matricardi, M. ;
McNally, A. P. ;
Monge-Sanz, B. M. ;
Morcrette, J. -J. ;
Park, B. -K. ;
Peubey, C. ;
de Rosnay, P. ;
Tavolato, C. ;
Thepaut, J. -N. ;
Vitart, F. .
QUARTERLY JOURNAL OF THE ROYAL METEOROLOGICAL SOCIETY, 2011, 137 (656) :553-597
[16]   Physical modeling of the cross-shore short-term evolution of protected and unprotected beach nourishments [J].
Di Risio, M. ;
Lisi, I. ;
Beltrami, G. M. ;
De Girolamo, P. .
OCEAN ENGINEERING, 2010, 37 (8-9) :777-789
[17]   ESTIMATING EXTREME VALUES OF RUN-UP ON BEACHES [J].
DOUGLASS, SL .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1992, 118 (02) :220-224
[18]  
Goda Y., 2010, Advanced Series on Ocean Engineering, V33
[19]  
Granthem K.N., 1953, EOS T AM GEOPHYS UN, V34, P720, DOI [10.1029/TR034i005p00720, DOI 10.1029/TR034I005P00720, 10.1029/tr034i005p00720. 21, DOI 10.1029/TR034I005P00720.21]
[20]   SWASH OSCILLATIONS ON A NATURAL BEACH [J].
GUZA, RT ;
THORNTON, EB .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1982, 87 (NC1) :483-491