2021
DOI: 10.1016/j.coastaleng.2021.103903
|View full text |Cite
|
Sign up to set email alerts
|

Flood risk reduction by parallel flood defences – Case-study of a coastal multifunctional flood protection zone

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
19
0

Year Published

2021
2021
2024
2024

Publication Types

Select...
7
1
1

Relationship

0
9

Authors

Journals

citations
Cited by 21 publications
(22 citation statements)
references
References 46 publications
0
19
0
Order By: Relevance
“…The results presented here do not account for morphological responses to rising water levels, such as the potential of dune collapse and dike breaching. Dike failure can occur due to hydraulic loads induced by waves and water level (Marijnissen et al, 2021) and thus, flooding behind embankments may not exclusively occur due to wave overtopping or overflow. Largescale dike overflow is observed particularly for the 200-year event plus 1.5 m of SLR (in 2100), as dike heights in the coastal inundation model represent the status quo.…”
Section: Assessing the Validity Of The Model Resultsmentioning
confidence: 99%
“…The results presented here do not account for morphological responses to rising water levels, such as the potential of dune collapse and dike breaching. Dike failure can occur due to hydraulic loads induced by waves and water level (Marijnissen et al, 2021) and thus, flooding behind embankments may not exclusively occur due to wave overtopping or overflow. Largescale dike overflow is observed particularly for the 200-year event plus 1.5 m of SLR (in 2100), as dike heights in the coastal inundation model represent the status quo.…”
Section: Assessing the Validity Of The Model Resultsmentioning
confidence: 99%
“…Nevertheless, the problem of performance limits and the increase in risk in the case of an event exceeding the nominal operating conditions should be tackled within a broader framework than that of a single structure with only the protection function. On this topic, Marijnissen et al (2021) assessed the safety of a double-levee system (Supplementary Figure S2).…”
Section: Risk Assessment At the Level Of A Protection Sytemmentioning
confidence: 99%
“…Supplementary Figure S2 | Double dike system (Marijnissen et al, 2021) Supplementary Figure S3 | The true fragility curve compared with the deterministic design (Sayers and Meadowcroft, 2005).…”
Section: Supplementary Materialsmentioning
confidence: 99%
“…Coastal management strategies and measures, including technological and naturebased solutions (NBS), have been developed and implemented in a number of southern European cities to mitigate flood hazards and enhance urban resilience to climate change [61,62]. There are different types/examples of flood mitigation solutions in Southern Europe and for this reason we select one from each country which is considered a successful practice from the technical point of view, based on the available literature e.g., [63][64][65]. Some of the most widely used and/or promising solutions include coastal barriers [66], dams [67], drainage systems [68,69], and mechanical wetlands [70,71].…”
Section: Flood Mitigation Solutions: Examples From Mediterranean Coastal Citiesmentioning
confidence: 99%