Submarine landslide source modeling using the 3D slope stability analysis method for the 2018 Palu, Sulawesi, tsunami

<p>Studies have indicated that submarine landslides played an important role in the 2018 Sulawesi tsunami event, damaging the coast of Palu Bay in addition to the earthquake source. Most of these studies relied on observed coastal subaerial landslides to reproduce tsunamis but could still not...

Full description

Bibliographic Details
Main Authors: C. Somphong, A. Suppasri, K. Pakoksung, T. Nagasawa, Y. Narita, R. Tawatari, S. Iwai, Y. Mabuchi, S. Fujita, S. Moriguchi, K. Terada, C. Athanasius, F. Imamura
Format: Article
Language:English
Published: Copernicus Publications 2022-03-01
Series:Natural Hazards and Earth System Sciences
Online Access:https://nhess.copernicus.org/articles/22/891/2022/nhess-22-891-2022.pdf
_version_ 1818290206860640256
author C. Somphong
A. Suppasri
K. Pakoksung
T. Nagasawa
Y. Narita
R. Tawatari
S. Iwai
Y. Mabuchi
S. Fujita
S. Moriguchi
K. Terada
C. Athanasius
F. Imamura
author_facet C. Somphong
A. Suppasri
K. Pakoksung
T. Nagasawa
Y. Narita
R. Tawatari
S. Iwai
Y. Mabuchi
S. Fujita
S. Moriguchi
K. Terada
C. Athanasius
F. Imamura
author_sort C. Somphong
collection DOAJ
description <p>Studies have indicated that submarine landslides played an important role in the 2018 Sulawesi tsunami event, damaging the coast of Palu Bay in addition to the earthquake source. Most of these studies relied on observed coastal subaerial landslides to reproduce tsunamis but could still not fully explain the observational data. Recently, several numerical models included hypothesized submarine landslides that were taken into account to obtain a better explanation of the event. In this study, for the first time, submarine landslides were simulated by applying a numerical model based on Hovland's 3D slope stability analysis for cohesive–frictional soils. To specify landslide volume and location, the model assumed an elliptical slip surface on a vertical slope of 27 m of mesh-divided terrain and evaluated the minimum safety factor in each mesh area based on the surveyed soil property data extracted from the literature. The soil data were assumed as seabed conditions. The landslide output was then substituted into a two-layer numerical model based on a shallow-water equation to simulate tsunami propagation. The tsunamis induced by the submarine landslide that were modeled in this study were combined with the other tsunami components, i.e., coseismal deformation and tsunamis induced by previous literature's observed subaerial coastal collapse, and validated with various post-event field observational data, including tsunami run-up heights and flow depths around the bay, the inundation area around Palu city, waveforms recorded by the Pantoloan tide gauge, and video-inferred waveforms. The model generated several submarine landslides, with lengths of 0.2–2.0 km throughout Palu Bay. The results confirmed the existence of submarine landslide sources in the southern part of the bay and showed agreement with the observed tsunami data, including run-ups and flow depths. Furthermore, the simulated landslides also reproduced the video-inferred waveforms in three out of six locations. Although these calculated submarine landslides still cannot fully explain some of the observed tsunami data, they emphasize the possible submarine landslide locations in southern Palu Bay that should be studied and surveyed in the future.</p>
first_indexed 2024-12-13T02:24:30Z
format Article
id doaj.art-ca8a1d33d0924e9d9afd42ba179a5318
institution Directory Open Access Journal
issn 1561-8633
1684-9981
language English
last_indexed 2024-12-13T02:24:30Z
publishDate 2022-03-01
publisher Copernicus Publications
record_format Article
series Natural Hazards and Earth System Sciences
spelling doaj.art-ca8a1d33d0924e9d9afd42ba179a53182022-12-22T00:02:41ZengCopernicus PublicationsNatural Hazards and Earth System Sciences1561-86331684-99812022-03-012289190710.5194/nhess-22-891-2022Submarine landslide source modeling using the 3D slope stability analysis method for the 2018 Palu, Sulawesi, tsunamiC. Somphong0A. Suppasri1K. Pakoksung2T. Nagasawa3Y. Narita4R. Tawatari5S. Iwai6Y. Mabuchi7S. Fujita8S. Moriguchi9K. Terada10C. Athanasius11F. Imamura12International Research Institute of Disaster Science, Tohoku University, Miyagi, 9800845, JapanInternational Research Institute of Disaster Science, Tohoku University, Miyagi, 9800845, JapanInternational Research Institute of Disaster Science, Tohoku University, Miyagi, 9800845, JapanLand Infrastructure Department, Tohoku Branch Office, Pacific Consultants Company Limited, Miyagi, 9800811, JapanLand Infrastructure Department, Tohoku Branch Office, Pacific Consultants Company Limited, Miyagi, 9800811, JapanLand Infrastructure Department, Tohoku Branch Office, Pacific Consultants Company Limited, Miyagi, 9800811, JapanLand Infrastructure Department, Tohoku Branch Office, Pacific Consultants Company Limited, Miyagi, 9800811, JapanLand Infrastructure Department, Tohoku Branch Office, Pacific Consultants Company Limited, Miyagi, 9800811, JapanGraduate School of Engineering, Tohoku University, Miyagi, 9808579, JapanInternational Research Institute of Disaster Science, Tohoku University, Miyagi, 9800845, JapanInternational Research Institute of Disaster Science, Tohoku University, Miyagi, 9800845, JapanCenter for Volcanology and Geological Hazard Mitigation, Geological Agency of Indonesia, Bundung, IndonesiaInternational Research Institute of Disaster Science, Tohoku University, Miyagi, 9800845, Japan<p>Studies have indicated that submarine landslides played an important role in the 2018 Sulawesi tsunami event, damaging the coast of Palu Bay in addition to the earthquake source. Most of these studies relied on observed coastal subaerial landslides to reproduce tsunamis but could still not fully explain the observational data. Recently, several numerical models included hypothesized submarine landslides that were taken into account to obtain a better explanation of the event. In this study, for the first time, submarine landslides were simulated by applying a numerical model based on Hovland's 3D slope stability analysis for cohesive–frictional soils. To specify landslide volume and location, the model assumed an elliptical slip surface on a vertical slope of 27 m of mesh-divided terrain and evaluated the minimum safety factor in each mesh area based on the surveyed soil property data extracted from the literature. The soil data were assumed as seabed conditions. The landslide output was then substituted into a two-layer numerical model based on a shallow-water equation to simulate tsunami propagation. The tsunamis induced by the submarine landslide that were modeled in this study were combined with the other tsunami components, i.e., coseismal deformation and tsunamis induced by previous literature's observed subaerial coastal collapse, and validated with various post-event field observational data, including tsunami run-up heights and flow depths around the bay, the inundation area around Palu city, waveforms recorded by the Pantoloan tide gauge, and video-inferred waveforms. The model generated several submarine landslides, with lengths of 0.2–2.0 km throughout Palu Bay. The results confirmed the existence of submarine landslide sources in the southern part of the bay and showed agreement with the observed tsunami data, including run-ups and flow depths. Furthermore, the simulated landslides also reproduced the video-inferred waveforms in three out of six locations. Although these calculated submarine landslides still cannot fully explain some of the observed tsunami data, they emphasize the possible submarine landslide locations in southern Palu Bay that should be studied and surveyed in the future.</p>https://nhess.copernicus.org/articles/22/891/2022/nhess-22-891-2022.pdf
spellingShingle C. Somphong
A. Suppasri
K. Pakoksung
T. Nagasawa
Y. Narita
R. Tawatari
S. Iwai
Y. Mabuchi
S. Fujita
S. Moriguchi
K. Terada
C. Athanasius
F. Imamura
Submarine landslide source modeling using the 3D slope stability analysis method for the 2018 Palu, Sulawesi, tsunami
Natural Hazards and Earth System Sciences
title Submarine landslide source modeling using the 3D slope stability analysis method for the 2018 Palu, Sulawesi, tsunami
title_full Submarine landslide source modeling using the 3D slope stability analysis method for the 2018 Palu, Sulawesi, tsunami
title_fullStr Submarine landslide source modeling using the 3D slope stability analysis method for the 2018 Palu, Sulawesi, tsunami
title_full_unstemmed Submarine landslide source modeling using the 3D slope stability analysis method for the 2018 Palu, Sulawesi, tsunami
title_short Submarine landslide source modeling using the 3D slope stability analysis method for the 2018 Palu, Sulawesi, tsunami
title_sort submarine landslide source modeling using the 3d slope stability analysis method for the 2018 palu sulawesi tsunami
url https://nhess.copernicus.org/articles/22/891/2022/nhess-22-891-2022.pdf
work_keys_str_mv AT csomphong submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT asuppasri submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT kpakoksung submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT tnagasawa submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT ynarita submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT rtawatari submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT siwai submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT ymabuchi submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT sfujita submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT smoriguchi submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT kterada submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT cathanasius submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami
AT fimamura submarinelandslidesourcemodelingusingthe3dslopestabilityanalysismethodforthe2018palusulawesitsunami