1998
DOI: 10.1023/a:1003619813284
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Cited by 19 publications
(3 citation statements)
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“…Sedimentary environments along the west coast of Ireland are typically sandy, dynamic and storm dominated due to their exposed aspect (Delaney and Devoy, 1995; Duffy and Devoy, 1998). Nevertheless, low energy embayments are present in sheltered locations, providing suitable conditions for the formation of salt marshes and the accumulation of fine-grained and organic sediments (Curtis and Skeffington, 1998).…”
Section: Study Areamentioning
confidence: 99%
“…Sedimentary environments along the west coast of Ireland are typically sandy, dynamic and storm dominated due to their exposed aspect (Delaney and Devoy, 1995; Duffy and Devoy, 1998). Nevertheless, low energy embayments are present in sheltered locations, providing suitable conditions for the formation of salt marshes and the accumulation of fine-grained and organic sediments (Curtis and Skeffington, 1998).…”
Section: Study Areamentioning
confidence: 99%
“…However, past and contemporary observations in the study area, together with modelled outputs of past and future wave and storm surges for the south coast of Ireland (e.g., Devoy et al, 2004;Wang et al, 2008;Gallagher et al, 2013Gallagher et al, , 2014Gallagher et al, , 2016Gleeson et al, 2013) (Figure 9), indicate that storm action only reaches maximum heights of <10-12m ODM. Given knowledge of former sea level positions and coastal development in the region, there is no evidence that surge levels have been higher in the last c. 2000 years (e.g., Duffy et al, 1999;Devoy et al, 2006;Delaney et al, 2012). Since the Sands Unit at Tralispean is developed predominantly at elevations above c. 10m ODM, and extends to heights of c. +18.5m ODM, this alone suggests that a storm event, or even a temporally linked series of storms, is unlikely to explain emplacement of the Sands Unit.…”
Section: A Large Storm Surge Event or A Series Of Stormsmentioning
confidence: 99%
“…When marine structures are built in places where there are no longer wave measurements, wave characteristics estimated from wind data can be considered. Two numerical methods can be applied for these purposes; in the first method, defined as the shore protection manual (SPM) method, both significant Water 2022, 14, 843 2 of 13 wave height H m 0 (m) and peak wave period T p (s) can be obtained by employing wind data [12][13][14][15][16][17][18]. The second method is the so-called spectral method [19,20].…”
Section: Introductionmentioning
confidence: 99%