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Numerical identification of tsunami boulders and estimation of local tsunami size at Ibaruma reef of Ishigaki Island, Japan

Numerical identification of tsunami boulders and estimation of local tsunami size at Ibaruma reef of Ishigaki Island, Japan
Numerical identification of tsunami boulders and estimation of local tsunami size at Ibaruma reef of Ishigaki Island, Japan

Tsunami boulders deposited along the coast constitute important geological evidence for paleotsunami activity. However, boulders can also be deposited by large storm waves. Although several sedimentological and theoretical methods have been proposed to differentiate tsunami and storm wave affected boulders, no appropriate numerical method exists for their differentiation. Therefore, we developed a new numerical scheme to differentiate tsunami and storm wave boulders for coastal boulders on Ishigaki Island, Japan. In this area, tsunami and storm waves have emplaced numerous boulders on the reef and the coast. By conducting numerical calculations of storm waves in this region, we estimated the size of a storm wave that can explain the maximum clast size distribution of boulders on the reef. Consequently, we showed that a wave with a combination of 8 m in initial wave height and 10 s period can satisfy the above conditions when we assume mean sea level. In contrast to the boulders on the reef, all boulders deposited along the shore are heavier than the calculated possible maximum clast size distribution by the storm wave. Therefore, we confirmed these boulders as being of tsunami origin. Results of previous studies showed that they were most likely deposited or reworked by the 1771 Meiwa tsunami. Then, using the tsunami boulders, we numerically estimated the wave period and amplitude of the 1771 Meiwa tsunami, which should have had a 4–5 min period and 5.6–5.9, 6.3–7.0 m amplitude, respectively. Using the proposed scheme, it is possible to differentiate tsunami and storm wave boulders and estimate the size of past storm waves and tsunami waves, although it is noteworthy that there are exceptions for which the scheme cannot be applied.

boulder transport, coastal boulders, numerical calculation, storm wave deposit, tsunami deposit
1038-4871
316-332
Watanabe, Masashi
880b3e5b-42a4-49a2-b196-0d06e54e45db
Goto, Kazuhisa
83ebddaf-a094-4138-b5d0-47d561e975e3
Imamura, Fumihiko
13656bc7-ebb6-42c7-a49e-689e2a837a8f
Hongo, Chuki
f6320ec0-f4b4-4174-986c-dab215635bc8
Watanabe, Masashi
880b3e5b-42a4-49a2-b196-0d06e54e45db
Goto, Kazuhisa
83ebddaf-a094-4138-b5d0-47d561e975e3
Imamura, Fumihiko
13656bc7-ebb6-42c7-a49e-689e2a837a8f
Hongo, Chuki
f6320ec0-f4b4-4174-986c-dab215635bc8

Watanabe, Masashi, Goto, Kazuhisa, Imamura, Fumihiko and Hongo, Chuki (2016) Numerical identification of tsunami boulders and estimation of local tsunami size at Ibaruma reef of Ishigaki Island, Japan. Island Arc, 25 (5), 316-332. (doi:10.1111/iar.12115).

Record type: Article

Abstract

Tsunami boulders deposited along the coast constitute important geological evidence for paleotsunami activity. However, boulders can also be deposited by large storm waves. Although several sedimentological and theoretical methods have been proposed to differentiate tsunami and storm wave affected boulders, no appropriate numerical method exists for their differentiation. Therefore, we developed a new numerical scheme to differentiate tsunami and storm wave boulders for coastal boulders on Ishigaki Island, Japan. In this area, tsunami and storm waves have emplaced numerous boulders on the reef and the coast. By conducting numerical calculations of storm waves in this region, we estimated the size of a storm wave that can explain the maximum clast size distribution of boulders on the reef. Consequently, we showed that a wave with a combination of 8 m in initial wave height and 10 s period can satisfy the above conditions when we assume mean sea level. In contrast to the boulders on the reef, all boulders deposited along the shore are heavier than the calculated possible maximum clast size distribution by the storm wave. Therefore, we confirmed these boulders as being of tsunami origin. Results of previous studies showed that they were most likely deposited or reworked by the 1771 Meiwa tsunami. Then, using the tsunami boulders, we numerically estimated the wave period and amplitude of the 1771 Meiwa tsunami, which should have had a 4–5 min period and 5.6–5.9, 6.3–7.0 m amplitude, respectively. Using the proposed scheme, it is possible to differentiate tsunami and storm wave boulders and estimate the size of past storm waves and tsunami waves, although it is noteworthy that there are exceptions for which the scheme cannot be applied.

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More information

Accepted/In Press date: 16 April 2015
e-pub ahead of print date: 5 November 2015
Published date: 29 September 2016
Keywords: boulder transport, coastal boulders, numerical calculation, storm wave deposit, tsunami deposit

Identifiers

Local EPrints ID: 494520
URI: http://eprints.soton.ac.uk/id/eprint/494520
ISSN: 1038-4871
PURE UUID: 20c74cec-ab9e-44b8-82cd-7f7b58d77937
ORCID for Masashi Watanabe: ORCID iD orcid.org/0000-0003-3670-7385

Catalogue record

Date deposited: 10 Oct 2024 16:31
Last modified: 11 Oct 2024 02:11

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Contributors

Author: Masashi Watanabe ORCID iD
Author: Kazuhisa Goto
Author: Fumihiko Imamura
Author: Chuki Hongo

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