2005
DOI: 10.1016/j.coastaleng.2005.09.015
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Environmental design of coastal defence in Lido di Dante, Italy

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Cited by 31 publications
(14 citation statements)
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“…At Lido di Dante, a seaside resort on the Emilia-Romagna coast (Northern Adriatic Sea), the shore protection resulted from several successive interventions (since 1996) which led to an almost completely closed layout combining LCS and groynes . Within DELOS project, Lido di Dante has been extensively studied from engineering (Archetti et al, 2003;Zanuttigh et al, 2005) and socioeconomical points of view, while ecological studies dealt with the distribution of epibiota on LCS (Bacchiocchi & Airoldi, 2003;Airoldi et al, 2005) and their effects on the surrounding soft bottom compartment and vagile fauna . Comparing effects of LCS in five European study sites, Martin et al (2005) suggested that the macrobenthos of Lido di Dante was the more heavily impacted.…”
Section: Introductionmentioning
confidence: 99%
“…At Lido di Dante, a seaside resort on the Emilia-Romagna coast (Northern Adriatic Sea), the shore protection resulted from several successive interventions (since 1996) which led to an almost completely closed layout combining LCS and groynes . Within DELOS project, Lido di Dante has been extensively studied from engineering (Archetti et al, 2003;Zanuttigh et al, 2005) and socioeconomical points of view, while ecological studies dealt with the distribution of epibiota on LCS (Bacchiocchi & Airoldi, 2003;Airoldi et al, 2005) and their effects on the surrounding soft bottom compartment and vagile fauna . Comparing effects of LCS in five European study sites, Martin et al (2005) suggested that the macrobenthos of Lido di Dante was the more heavily impacted.…”
Section: Introductionmentioning
confidence: 99%
“…The hypothetical erosion and protection scenarios are not specifically described in the questionnaire in terms of metres, because at the time of the survey, the possible erosion and the best project for obtaining a beach similar to that shown in figure 5 or figure 6 were still under study. For the same reason, no mention was made of the cost of the project (on this topic, see Zanuttigh et al [24]); in addition, there was no need to make respondents aware of the minimum level of voluntary funding because the project is financed by public funds [25,26]. The evaluation question, used for the beach change in the hypothetical situation of erosion and also in that of hypothetical defence, is: 'How much enjoyment would you get from your visit to the beach as shown in the figure .…”
Section: Survey Designmentioning
confidence: 99%
“…For very large CST (case "a" in Figure 3), a more effective solution is required. The candidate is the low crested structure (LCS) scheme with small gaps [11], which essentially confines the sediment in the protected area, i.e., the area bordered by the shoreline, the lateral low crested groins and the offshore barrier. Note that a large piling up is expected to occur in this type of protected area, forming an obstacle to coastal dynamics and possibly resulting in some down-drift maintenance being needed [49].…”
Section: Urbanized Low Sandy Coastsmentioning
confidence: 99%
“…The following studies comprise a demonstration site on the North-Eastern coast of Italy, and were carried out in collaboration with local stakeholders: RITMARE Flagship Project (Antonioli et al [8], Bezzi et al [9]), CAMP Italy Project, COASTANCE (Montanari and Marasmi [10]), DELOS, Water 2018, 10, 984 2 of 22 (Zanuttigh et al, [11]) COASTGAP-MED, MEDSANDCOAST-ENPI, COASTAL Mapping-DG MARE, EUROSION [12], THESEUS (Zanuttigh [13]), MICORE (Ciavola et al [14]) or RISC-KIT (Armaroli et al [15]). Specific open-source tools and approaches have been developed to support decision-making processes (Zanuttigh et al [16], Torresan et al [17]; Vafeidis et al [18], van Dongeren et al [19]; Stelljes at al.…”
Section: Introductionmentioning
confidence: 99%