2010
DOI: 10.1127/0372-8854/2010/0054s3-0025
|View full text |Cite
|
Sign up to set email alerts
|

Polygenetic (tsunami and storm) deposits? A case study from Ushant Island, western France

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

1
15
0

Year Published

2012
2012
2023
2023

Publication Types

Select...
5
3

Relationship

1
7

Authors

Journals

citations
Cited by 19 publications
(16 citation statements)
references
References 0 publications
1
15
0
Order By: Relevance
“…The size of individual clasts and in particular the dimensions of block ESA 9 (9.0 × 4.5 × 3.5 m 3 ), in combination with the documented vertical and lateral transport distances, exceeds any existing literature account, including the often-cited boulder at Sydney's Bondi Beach (Süssmilch, 1912;6.1 × 4.9 × 3.0 m 3 ), and clasts moved during TCs in Japan (Goto et al, 2011) and Jamaica (Khan et al, 2010) as well as during Atlantic winter storms (Williams and Hall, 2004;Regnauld et al, 2010;Cox et al, 2012) (Tables 1, 2). According to the pedestal found at its pre-Haiyan position, block ESA 9 was stationary for a considerable period of time prior to Typhoon Haiyan (cf.…”
Section: Boulder Transport and Flow Velocities Inferred By Inverse Momentioning
confidence: 88%
See 1 more Smart Citation
“…The size of individual clasts and in particular the dimensions of block ESA 9 (9.0 × 4.5 × 3.5 m 3 ), in combination with the documented vertical and lateral transport distances, exceeds any existing literature account, including the often-cited boulder at Sydney's Bondi Beach (Süssmilch, 1912;6.1 × 4.9 × 3.0 m 3 ), and clasts moved during TCs in Japan (Goto et al, 2011) and Jamaica (Khan et al, 2010) as well as during Atlantic winter storms (Williams and Hall, 2004;Regnauld et al, 2010;Cox et al, 2012) (Tables 1, 2). According to the pedestal found at its pre-Haiyan position, block ESA 9 was stationary for a considerable period of time prior to Typhoon Haiyan (cf.…”
Section: Boulder Transport and Flow Velocities Inferred By Inverse Momentioning
confidence: 88%
“…2.35 g cm −3 (Süssmilch, 1912;Verhoef, 1993) reveals only 211 t. Furthermore, questions about the reliability of the report on the storm wave transport in 1912 have been raised, citing pre-1912 photographs of the boulder in its present position (Cass, 2002;Scheffers et al, 2008 (Süssmilch, 2012); often cited as an example for largest coastal boulder dimensions observed to have been moved during a storm (Felton and Crook, 2003;Switzer and Burston, 2010;Terry et al, 2013); values of dimensions and ρ b were taken from the original source (Süssmilch, 1912); a correction factor of 0.8 derived from recent photography (Boyson, 2012;Google Earth/Digital Globe, 2015) of the boulder was applied for calculation of V corr . (Goto et al, 2011 (Regnauld et al, 2010).…”
Section: Introductionmentioning
confidence: 99%
“…With this purpose, several recent studies focused on geomorphological and sedimentological field evidence of catastrophic wave impacts related to historical tsunami events (De Martini et al, 2010;Dominey-Howes, 2002;Goto et al, 2010;Mastronuzzi et al, 2006Mastronuzzi et al, , 2007Regnauld et al, 2010;Scheffers and Kellettat, 2003;Vött et al, 2009).…”
Section: Introductionmentioning
confidence: 99%
“…In fact, extreme storms or hurricanes have often been used as alternative interpretations, because their wave energy can be comparable to that of tsunamis (Noormets et al, 2002(Noormets et al, , 2004. The distinction between tsunami and extreme storm deposits remains a difficult task, addressed by several authors Benner et al, 2010;Goto et al, 2010;Nandasena et al, 2011;Regnauld et al, 2010). However, this distinction is easier in a relatively enclosed basin such as the Mediterranean mainly due to the relatively low waves regime (Mastronuzzi et al, 2006).…”
Section: Introductionmentioning
confidence: 99%
“…The reply to this scientific question was the increase of the number of papers examining the nature of these landforms/sediments, focusing their attention on the wave forces necessary to detach, transport and deposit boulders of different size and weight (e.g. Nott, 1997Nott, , 2003Noormets et al, 2004;Scheffers and Kelletat, 2005;Kelletat et al, 2006Mastronuzzi et al, 2006;Scheffers, 2006Scheffers, , 2008Goto et al, 2007Goto et al, , 2010bScicchitano et al, 2007;Imamura et al, 2008;Kelletat, 2008;Benner et al, 2010;Goff et al, 2010;Regnauld et al, 2010).…”
Section: Introductionmentioning
confidence: 99%