{"title":"Corrigendum to “The effect of flood 2020 on the morphological changes of the Sadij River, Southeastern of Iran” [Geomorphology 489 (2025) 109994]","authors":"Naimeh Rahimi , Somaiyeh Khaleghi , Alireza Salehipour Milani","doi":"10.1016/j.geomorph.2025.110070","DOIUrl":"10.1016/j.geomorph.2025.110070","url":null,"abstract":"","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"492 ","pages":"Article 110070"},"PeriodicalIF":3.1,"publicationDate":"2025-10-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145418697","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-24DOI: 10.1016/j.geomorph.2025.110076
A. Rovere , G. Scicchitano , E. Casella , G. Scardino , C. Barile , G. Vieira , N.A.K. Nandasena , D.D. Ryan , P. Scussolini , R.S. Ramalho
The northwestern coast of Sal Island (Cape Verde Archipelago) is characterized by a rocky shoreline that is regularly impacted by Atlantic swells exceeding 4 m in height and 20 s in period. Yet, the only significant geomorphic expression of wave action is an extensive boulder ridge situated atop a rocky cliff, up to 80–100 m inland and between 10 and 15 m above present sea level. The presence of meter-scale boulders within this ridge raises a key question: is it actively shaped by modern storm waves, or is it a relic of paleo storms, impacting the shoreline during an interglacial period when sea level was significantly higher than today? To test this hypothesis, we apply a multidisciplinary approach combining satellite and drone imagery, topographic analysis, hydrodynamic modelling, and empirical boulder transport thresholds. Our results show that under current conditions, storm waves do not reach the ridge and cannot generate sufficient flow to mobilize its largest boulders. However, under modeled higher sea-level scenarios exceeding +5 m, wave runup reaches the ridge, and flow velocities are sufficient to initiate boulder transport by sliding and overturning. We therefore conclude that the ridge is a relict feature, most likely emplaced during Marine Isotope Stage 5e, when relative sea level in Sal Island was 5–7 m higher than today.
{"title":"Paleo extreme storm waves in the North Atlantic: geological evidence from Sal Island, Cape Verde Archipelago","authors":"A. Rovere , G. Scicchitano , E. Casella , G. Scardino , C. Barile , G. Vieira , N.A.K. Nandasena , D.D. Ryan , P. Scussolini , R.S. Ramalho","doi":"10.1016/j.geomorph.2025.110076","DOIUrl":"10.1016/j.geomorph.2025.110076","url":null,"abstract":"<div><div>The northwestern coast of Sal Island (Cape Verde Archipelago) is characterized by a rocky shoreline that is regularly impacted by Atlantic swells exceeding 4 m in height and 20 s in period. Yet, the only significant geomorphic expression of wave action is an extensive boulder ridge situated atop a rocky cliff, up to 80–100 m inland and between 10 and 15 m above present sea level. The presence of meter-scale boulders within this ridge raises a key question: is it actively shaped by modern storm waves, or is it a relic of paleo storms, impacting the shoreline during an interglacial period when sea level was significantly higher than today? To test this hypothesis, we apply a multidisciplinary approach combining satellite and drone imagery, topographic analysis, hydrodynamic modelling, and empirical boulder transport thresholds. Our results show that under current conditions, storm waves do not reach the ridge and cannot generate sufficient flow to mobilize its largest boulders. However, under modeled higher sea-level scenarios exceeding +5 m, wave runup reaches the ridge, and flow velocities are sufficient to initiate boulder transport by sliding and overturning. We therefore conclude that the ridge is a relict feature, most likely emplaced during Marine Isotope Stage 5e, when relative sea level in Sal Island was 5–7 m higher than today.</div></div>","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"493 ","pages":"Article 110076"},"PeriodicalIF":3.1,"publicationDate":"2025-10-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145420159","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-24DOI: 10.1016/j.geomorph.2025.110073
Haruki Imura, Kazuhisa Goto
Tsunami waves cause severe erosion and deposition in coastal areas. Although tsunami deposits are well surveyed because they reflect tsunami history, tsunami erosion is not examined as intensively. Nevertheless, tsunami erosion can cause remarkable topographic changes and can destroy artificial structures. Understanding tsunami erosion characteristics is important to mitigate tsunami erosion damage. Moreover, understanding tsunami erosion processes of modern tsunamis is necessary to reproduce phenomena caused by paleotsunamis, while erosion traces formed by tsunami waves are useful as paleotsunami evidence. This case study examined a coastal area of Tohoku, Japan affected by the 2011 Tohoku-oki tsunami. A numerical model reproduced the tsunami flow and sediment transportation to elucidate tsunami erosional landform formation processes. Findings indicated that computed positions of the tsunami erosional landforms and the volumes of eroded and deposited sediments are consistent with field observations. Based on the model results, we assessed the timing of erosion occurrence, the flow characteristics causing erosion, and factors affecting the locations at which erosion occurred. The results demonstrate that return flows, rather than run-up flows, generated most of the tsunami erosion. During the return flow, a supercritical flow locally but severely eroded the beach. Tsunami erosion location was pre-tsunami topography-dependent. The return flow was concentrated in lower places, causing localized, severe erosion. Our findings represent an important achievement for elucidating paleotsunamis that caused severe erosion and for preventing future tsunami disasters.
{"title":"Numerical investigation of severe dune erosion induced by a tsunami: A case study of the 2011 Tohoku-oki tsunami on Osuka coast, Hachinohe, Japan","authors":"Haruki Imura, Kazuhisa Goto","doi":"10.1016/j.geomorph.2025.110073","DOIUrl":"10.1016/j.geomorph.2025.110073","url":null,"abstract":"<div><div>Tsunami waves cause severe erosion and deposition in coastal areas. Although tsunami deposits are well surveyed because they reflect tsunami history, tsunami erosion is not examined as intensively. Nevertheless, tsunami erosion can cause remarkable topographic changes and can destroy artificial structures. Understanding tsunami erosion characteristics is important to mitigate tsunami erosion damage. Moreover, understanding tsunami erosion processes of modern tsunamis is necessary to reproduce phenomena caused by paleotsunamis, while erosion traces formed by tsunami waves are useful as paleotsunami evidence. This case study examined a coastal area of Tohoku, Japan affected by the 2011 Tohoku-oki tsunami. A numerical model reproduced the tsunami flow and sediment transportation to elucidate tsunami erosional landform formation processes. Findings indicated that computed positions of the tsunami erosional landforms and the volumes of eroded and deposited sediments are consistent with field observations. Based on the model results, we assessed the timing of erosion occurrence, the flow characteristics causing erosion, and factors affecting the locations at which erosion occurred. The results demonstrate that return flows, rather than run-up flows, generated most of the tsunami erosion. During the return flow, a supercritical flow locally but severely eroded the beach. Tsunami erosion location was pre-tsunami topography-dependent. The return flow was concentrated in lower places, causing localized, severe erosion. Our findings represent an important achievement for elucidating paleotsunamis that caused severe erosion and for preventing future tsunami disasters.</div></div>","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"493 ","pages":"Article 110073"},"PeriodicalIF":3.1,"publicationDate":"2025-10-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145468382","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-24DOI: 10.1016/j.geomorph.2025.110074
Shixuan Zhou , Jingjing Li , Peng Li , Enhao Chang , Kunxia Yu , Xiaohuang Liu , Qian Wan , Yunqi Wang
Over the past 30 years, vegetation restoration on the Loess Plateau, China, has yielded remarkable results. However, the impact of different vegetation restoration stages on slope erosion control and sediment source-sink dynamics during succession remains unclear. Consequently, in-situ scouring experiments were conducted in Loess hilly and gully I to assess vegetation restoration stages on runoff and sediment and to understand erosion-deposition transitions. Treatments comprised three inflow rates (4, 8, and 16 L/min), four vegetation succession stages (1, 11, 15, and 25 years), and three consecutive scouring periods (0–30, 31–60, and 61–90 min), with 3D laser scanning used for topographic analysis. Results showed that the capacity of vegetation to slow runoff and reduce erosion did not increase linearly with succession duration. The 11- and 25-year succession stages achieved the greatest reductions in runoff and sediment. At year 25, heavily deposited areas (<−10 mm) increased by 480.17 % in size and 33.13 % in depth compared to early succession. The primary erosion evolution path was mild deposition > mild erosion > moderate erosion, with high scouring flow rates accelerating this dynamic process. With natural succession, sediment source-sink transitions on slopes gradually stabilized, and non-converted areas during erosion were 71.62 % (year 1), 61.18 % (year 11), 68.26 % (year 15), and 53.00 % (year 25). Over time, the slopes transitioned from an erosion-dominated state to more stable conditions. This study offers a more systematic evaluation of the dynamic outcomes of the Grain for Green Project, supporting soil conservation and ecological restoration of the Loess Plateau.
{"title":"Vegetation restoration regulates slope-scale sediment source–sink transitions on the Loess Plateau: Evidence from field scouring experiments","authors":"Shixuan Zhou , Jingjing Li , Peng Li , Enhao Chang , Kunxia Yu , Xiaohuang Liu , Qian Wan , Yunqi Wang","doi":"10.1016/j.geomorph.2025.110074","DOIUrl":"10.1016/j.geomorph.2025.110074","url":null,"abstract":"<div><div>Over the past 30 years, vegetation restoration on the Loess Plateau, China, has yielded remarkable results. However, the impact of different vegetation restoration stages on slope erosion control and sediment source-sink dynamics during succession remains unclear. Consequently, in-situ scouring experiments were conducted in Loess hilly and gully I to assess vegetation restoration stages on runoff and sediment and to understand erosion-deposition transitions. Treatments comprised three inflow rates (4, 8, and 16 L/min), four vegetation succession stages (1, 11, 15, and 25 years), and three consecutive scouring periods (0–30, 31–60, and 61–90 min), with 3D laser scanning used for topographic analysis. Results showed that the capacity of vegetation to slow runoff and reduce erosion did not increase linearly with succession duration. The 11- and 25-year succession stages achieved the greatest reductions in runoff and sediment. At year 25, heavily deposited areas (<−10 mm) increased by 480.17 % in size and 33.13 % in depth compared to early succession. The primary erosion evolution path was mild deposition > mild erosion > moderate erosion, with high scouring flow rates accelerating this dynamic process. With natural succession, sediment source-sink transitions on slopes gradually stabilized, and non-converted areas during erosion were 71.62 % (year 1), 61.18 % (year 11), 68.26 % (year 15), and 53.00 % (year 25). Over time, the slopes transitioned from an erosion-dominated state to more stable conditions. This study offers a more systematic evaluation of the dynamic outcomes of the Grain for Green Project, supporting soil conservation and ecological restoration of the Loess Plateau.</div></div>","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"492 ","pages":"Article 110074"},"PeriodicalIF":3.1,"publicationDate":"2025-10-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145365378","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
An Mw 7.5 earthquake occurred at 16:10 JST on January 1, 2024 at a depth of 16 km on the Noto Peninsula, central Japan. This earthquake was the second-largest intraplate earthquake recorded in Japan during 120 years of seismic observation, and it caused approximately 100 km of coastal seafloor emergence along the peninsula's northern coast. Herein, we mapped the emergence of this coastal seafloor and measured the uplift along the coast. The movement of the coastline led to the emergence of approximately 4.4 km2 of seafloor, which is continuous and probably the longest in the world. We determined the uplift distribution along the coast using the white remains of a reddish seaweed called Corallina pilulifera. Its upper limit exhibited a distinct horizontal line, effectively representing the uplift amount throughout the peninsula. Two large, uplifted regions were identified, around Cape Saruyama (5.21 m) in the west and Cape Kurasaki (2.70 m) in the north. Although active offshore submarine faults have been extensively researched, the fault traces remain poorly defined because they are primarily interpreted from seismic reflection profiles. We identified the distribution of active submarine faults using anaglyph-type stereoscopic images, confirming the subsurface deformation structure seen through the seismic reflection profiles. The main fault trace is primarily straight and contiguous with the nearby north coast. The uplift amount is greater near the active fault traces on the north side and diminishes sharply with increasing distance from these faults, indicating a southward tilt of surface uplift related to the active submarine faults.
{"title":"Coast uplifted by nearby shore-parallel active submarine faults during the 2024 Mw 7.5 Noto Peninsula earthquake","authors":"Hideaki Goto , Tomoru Yamanaka , Tomohiro Makita , Yoshiya Iwasa , Takuro Ogura , Kyoko Kagohara , Yasuhiro Kumahara , Yasuhiro Suzuki , Nobuhisa Matta , Tatsuto Aoki , Wataru Mori , Kenta Haranishi , Takashi Nakata","doi":"10.1016/j.geomorph.2025.110069","DOIUrl":"10.1016/j.geomorph.2025.110069","url":null,"abstract":"<div><div>An Mw 7.5 earthquake occurred at 16:10 JST on January 1, 2024 at a depth of 16 km on the Noto Peninsula, central Japan. This earthquake was the second-largest intraplate earthquake recorded in Japan during 120 years of seismic observation, and it caused approximately 100 km of coastal seafloor emergence along the peninsula's northern coast. Herein, we mapped the emergence of this coastal seafloor and measured the uplift along the coast. The movement of the coastline led to the emergence of approximately 4.4 km<sup>2</sup> of seafloor, which is continuous and probably the longest in the world. We determined the uplift distribution along the coast using the white remains of a reddish seaweed called <em>Corallina pilulifera</em>. Its upper limit exhibited a distinct horizontal line, effectively representing the uplift amount throughout the peninsula. Two large, uplifted regions were identified, around Cape Saruyama (5.21 m) in the west and Cape Kurasaki (2.70 m) in the north. Although active offshore submarine faults have been extensively researched, the fault traces remain poorly defined because they are primarily interpreted from seismic reflection profiles. We identified the distribution of active submarine faults using anaglyph-type stereoscopic images, confirming the subsurface deformation structure seen through the seismic reflection profiles. The main fault trace is primarily straight and contiguous with the nearby north coast. The uplift amount is greater near the active fault traces on the north side and diminishes sharply with increasing distance from these faults, indicating a southward tilt of surface uplift related to the active submarine faults.</div></div>","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"493 ","pages":"Article 110069"},"PeriodicalIF":3.1,"publicationDate":"2025-10-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145384216","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-22DOI: 10.1016/j.geomorph.2025.110072
Lachlan Perris , Tristan Salles , Thomas E. Fellowes , Ana Paula Da Silva , Stephanie Duce , Jody M. Webster , Alisha M. Thompson , Ana Vila-Concejo
Coral forereef hydrodynamics, driven by waves and currents, play a critical role in controlling the distribution of nutrients, sediments and corals across platform reefs. These processes drive the formation of reef systems and are critical to determining the future of coral reef environments in a changing global climate. Despite this, limited in-situ research from the Great Barrier Reef (GBR) into the interactions between spurs and grooves (SaG) and forereefs currents is available. Here we analyse the first dataset of current measurements from a coral forereef SaG system in the GBR and assess forereef currents adjacent to a large reef lagoon that is isolated from the open ocean during low tides. We find that under prevailing weather conditions, waves are low (Hs = 0.25 m) and oblique to forereef isobaths. Currents in SaG under low wave exposure exhibit high velocity (2 m/s) with a dominant offshore component driven by surf zone processes and lagoonal outflow. This is consistent with postulated mechanisms of constructional development of SaG whereby offshore flow transports sediments seaward of the forereef, providing a substrate for coral larvae and living coral fragments to attach. These in-situ observations provide the first evidence from the GBR linking prevalent hydrodynamic conditions to the morphological evolution of coral forereef spur and groove systems.
{"title":"Current flow in low-energy coral forereef spurs and grooves","authors":"Lachlan Perris , Tristan Salles , Thomas E. Fellowes , Ana Paula Da Silva , Stephanie Duce , Jody M. Webster , Alisha M. Thompson , Ana Vila-Concejo","doi":"10.1016/j.geomorph.2025.110072","DOIUrl":"10.1016/j.geomorph.2025.110072","url":null,"abstract":"<div><div>Coral forereef hydrodynamics, driven by waves and currents, play a critical role in controlling the distribution of nutrients, sediments and corals across platform reefs. These processes drive the formation of reef systems and are critical to determining the future of coral reef environments in a changing global climate. Despite this, limited <em>in-situ</em> research from the Great Barrier Reef (GBR) into the interactions between spurs and grooves (SaG) and forereefs currents is available. Here we analyse the first dataset of current measurements from a coral forereef SaG system in the GBR and assess forereef currents adjacent to a large reef lagoon that is isolated from the open ocean during low tides. We find that under prevailing weather conditions, waves are low (Hs = 0.25 m) and oblique to forereef isobaths. Currents in SaG under low wave exposure exhibit high velocity (2 m/s) with a dominant offshore component driven by surf zone processes and lagoonal outflow. This is consistent with postulated mechanisms of constructional development of SaG whereby offshore flow transports sediments seaward of the forereef, providing a substrate for coral larvae and living coral fragments to attach. These <em>in-situ</em> observations provide the first evidence from the GBR linking prevalent hydrodynamic conditions to the morphological evolution of coral forereef spur and groove systems.</div></div>","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"493 ","pages":"Article 110072"},"PeriodicalIF":3.1,"publicationDate":"2025-10-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145384209","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-21DOI: 10.1016/j.geomorph.2025.110071
Junfeng Tang , Zhuxiang Ma , Maoshan Li , Junkai Xu , Taro Uchimura , Weimin Xiao , Xiangang Jiang , Dong Huang , Kun Fang
Rainfall infiltration in layered slopes is strongly influenced by the hydraulic contrast between soil layers, which can induce flow diversion and significantly affect slope stability. Further investigation is essential to clarify the mechanisms governing slope failure under such conditions. This study integrates physical model tests with transient numerical simulations to examine the hydrological responses and failure patterns of multi-layered slopes subjected to rainfall. The experimental results reveal three distinct failure modes: retrogressive sliding, seepage erosion, and localized sliding. Each mode is governed by the interplay between slope inclination and soil hydraulic properties. Retrogressive sliding was observed in gently sloping profiles due to uniform pore water pressure accumulation, while seepage erosion resulted from concentrated flows and fine particle migration at the slope base. Localized sliding occurred in steeper slopes where rapid water accumulation above the coarse-grained layer led to sudden failure. Numerical simulations reproduced the transient infiltration dynamics, highlighting two infiltration regimes: the Store–Divert–Percolation pattern in low-angle slopes and the Store–Divert–Drainage behavior in steeper ones. These findings improve our understanding of slope failure mechanisms and offer practical guidance for risk assessment, slope design, and mitigation in geotechnical engineering.
{"title":"Failure patterns and hydrological response of layered slope","authors":"Junfeng Tang , Zhuxiang Ma , Maoshan Li , Junkai Xu , Taro Uchimura , Weimin Xiao , Xiangang Jiang , Dong Huang , Kun Fang","doi":"10.1016/j.geomorph.2025.110071","DOIUrl":"10.1016/j.geomorph.2025.110071","url":null,"abstract":"<div><div>Rainfall infiltration in layered slopes is strongly influenced by the hydraulic contrast between soil layers, which can induce flow diversion and significantly affect slope stability. Further investigation is essential to clarify the mechanisms governing slope failure under such conditions. This study integrates physical model tests with transient numerical simulations to examine the hydrological responses and failure patterns of multi-layered slopes subjected to rainfall. The experimental results reveal three distinct failure modes: retrogressive sliding, seepage erosion, and localized sliding. Each mode is governed by the interplay between slope inclination and soil hydraulic properties. Retrogressive sliding was observed in gently sloping profiles due to uniform pore water pressure accumulation, while seepage erosion resulted from concentrated flows and fine particle migration at the slope base. Localized sliding occurred in steeper slopes where rapid water accumulation above the coarse-grained layer led to sudden failure. Numerical simulations reproduced the transient infiltration dynamics, highlighting two infiltration regimes: the Store–Divert–Percolation pattern in low-angle slopes and the Store–Divert–Drainage behavior in steeper ones. These findings improve our understanding of slope failure mechanisms and offer practical guidance for risk assessment, slope design, and mitigation in geotechnical engineering.</div></div>","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"492 ","pages":"Article 110071"},"PeriodicalIF":3.1,"publicationDate":"2025-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145365379","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-20DOI: 10.1016/j.geomorph.2025.110057
L.L. Pedersen , K. Svennevig , C. Morino , A.S. Søndergaard , C. Pearce , L.F. Pérez , A. Damsgaard , J. Olsen , M.F. Knudsen , A. Noblet , N.K. Larsen
Deposits of a giant (more than 1 km3) rock-ice avalanche with a runout of 15.8 km and an associated failure scar have been discovered in Tupaasat Valley, South Greenland (Kalaallit Nunaat). To study its formation, a geomorphological map of the area has been produced using mainly remote sensing, while the age of the landforms has been constrained based on 10Be cosmogenic nuclide exposure dating. The rock-ice avalanche landforms include a 1100 m wide mound of displaced material located approximately 6.4 km from the scar, at a change in slope from around 4° to 1.5°. A boulder field containing boulders up to 45 m across lies 0.5 km farther down the valley. Beyond the boulder field are kettle holes up to 45 m in diameter and debris cones interpreted as molards reaching heights up to 36 m and diameters up to 140 m. The source area of the rock-ice avalanche is on a mountain crest above a present-day glacier. The rock-ice avalanche landforms yielded 10Be ages ranging from c. 12.3 to 9.5 ka with a weighted mean of 10.9 ± 0.5 ka, which coincides with the generally known deglaciation age of the valley. Based on our results, we suggest that the rock-ice avalanche was preconditioned by glacial debuttressing during the deglaciation of the valley and created a tsunami when it impacted a nearby fjord. Such events are expected to be more frequent due to climate change and future ice loss and pose a hazard for populations located near glaciated valleys. A better understanding of past events can help mitigate future large rock-slope failures.
{"title":"A giant Early Holocene tsunamigenic rock-ice avalanche in South Greenland preconditioned by glacial debuttressing","authors":"L.L. Pedersen , K. Svennevig , C. Morino , A.S. Søndergaard , C. Pearce , L.F. Pérez , A. Damsgaard , J. Olsen , M.F. Knudsen , A. Noblet , N.K. Larsen","doi":"10.1016/j.geomorph.2025.110057","DOIUrl":"10.1016/j.geomorph.2025.110057","url":null,"abstract":"<div><div>Deposits of a giant (more than 1 km<sup>3</sup>) rock-ice avalanche with a runout of 15.8 km and an associated failure scar have been discovered in Tupaasat Valley, South Greenland (<em>Kalaallit Nunaat</em>). To study its formation, a geomorphological map of the area has been produced using mainly remote sensing, while the age of the landforms has been constrained based on <sup>10</sup>Be cosmogenic nuclide exposure dating. The rock-ice avalanche landforms include a 1100 m wide mound of displaced material located approximately 6.4 km from the scar, at a change in slope from around 4° to 1.5°. A boulder field containing boulders up to 45 m across lies 0.5 km farther down the valley. Beyond the boulder field are kettle holes up to 45 m in diameter and debris cones interpreted as molards reaching heights up to 36 m and diameters up to 140 m. The source area of the rock-ice avalanche is on a mountain crest above a present-day glacier. The rock-ice avalanche landforms yielded <sup>10</sup>Be ages ranging from c. 12.3 to 9.5 ka with a weighted mean of 10.9 ± 0.5 ka, which coincides with the generally known deglaciation age of the valley. Based on our results, we suggest that the rock-ice avalanche was preconditioned by glacial debuttressing during the deglaciation of the valley and created a tsunami when it impacted a nearby fjord. Such events are expected to be more frequent due to climate change and future ice loss and pose a hazard for populations located near glaciated valleys. A better understanding of past events can help mitigate future large rock-slope failures.</div></div>","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"492 ","pages":"Article 110057"},"PeriodicalIF":3.1,"publicationDate":"2025-10-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145365309","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Understanding how Quaternary climate shifts shaped fluvial systems through cycles of aggradation and incision is a central theme in fluvial geomorphology. A widely observed pattern is that wetter climatic phases enhance flood discharge and transport capacity, driving valley incision. Whether this relationship is reversed in sediment-rich, semi-arid environments, however, has remained poorly constrained by direct quantitative evidence. Here we present the first quantitative reconstructions of peak flood paleodischarges from the Late Pleistocene Inaouène valley, northern Morocco. Our results show that minimum peak flood discharges during Last Glacial Maximum aggradation were at least 8487 ± 1128 m3/s, exceeding those of the subsequent incisional phase (≥1950 ± 181 m3/s) by more than four times and the maximum modern recorded flood by over 6.5 times. These findings demonstrate a sediment-supply-dominated regime, where abundant clast production from hillslopes overwhelmed even extreme floods and drove valley-wide aggradation. Incision, in turn, occurred under conditions of much lower discharge and reduced sediment input. This study provides direct, quantitative evidence linking abrupt Lateglacial climate transitions to flood-driven landscape evolution in a semi-arid Mediterranean environment.
{"title":"Reconstructing extreme Late Pleistocene floods in Morocco's Inaouène Valley reveals larger discharges during terrace aggradation than both incision and modern floods","authors":"Mohammed Lghamour , Lhoucine Karrat , Vincenzo Picotti , Irka Hajdas , Negar Haghipour , Giulia Guidobaldi , Wyss Heeb Karin","doi":"10.1016/j.geomorph.2025.110059","DOIUrl":"10.1016/j.geomorph.2025.110059","url":null,"abstract":"<div><div>Understanding how Quaternary climate shifts shaped fluvial systems through cycles of aggradation and incision is a central theme in fluvial geomorphology. A widely observed pattern is that wetter climatic phases enhance flood discharge and transport capacity, driving valley incision. Whether this relationship is reversed in sediment-rich, semi-arid environments, however, has remained poorly constrained by direct quantitative evidence. Here we present the first quantitative reconstructions of peak flood paleodischarges from the Late Pleistocene Inaouène valley, northern Morocco. Our results show that minimum peak flood discharges during Last Glacial Maximum aggradation were at least 8487 ± 1128 m<sup>3</sup>/s, exceeding those of the subsequent incisional phase (≥1950 ± 181 m<sup>3</sup>/s) by more than four times and the maximum modern recorded flood by over 6.5 times. These findings demonstrate a sediment-supply-dominated regime, where abundant clast production from hillslopes overwhelmed even extreme floods and drove valley-wide aggradation. Incision, in turn, occurred under conditions of much lower discharge and reduced sediment input. This study provides direct, quantitative evidence linking abrupt Lateglacial climate transitions to flood-driven landscape evolution in a semi-arid Mediterranean environment.</div></div>","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"492 ","pages":"Article 110059"},"PeriodicalIF":3.1,"publicationDate":"2025-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145365310","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-10-16DOI: 10.1016/j.geomorph.2025.110056
Marie-Aurélie Chanut , Yohan Peru , Jérome Faillettaz , Laurent Dubois , Alexandre Carotte , Pierre Azemard
The proposed method based on a local-Iterative Closest Point (L-ICP) registration aims at determining the precursory movements of rocks prior to failure (real 3D movements) in the scene that occurred between two specific dates by comparing two point clouds. The aim of local registration is to locally follow the same geometric pattern from one point cloud to another. Knowing at all points the 3D displacements enables us to understand the underlying mechanisms involved. A detection level is also derived from stable zone analysis, providing further insights into the results.
The L-ICP method is validated using synthetic data with an imposed displacements generated by translation, rotation, or both. Results demonstrate that the method is able to detect the “real” 3D displacements in any direction up to 2 cm for movement in plane and more than 10 cm out-of-plane. Compared to the conventional methods such as M3C2 and C2M distances, the proposed method exhibits superior performance, especially in detecting in-plane movements.
The second application on an unstable rock (500 m3 column) in a rocky cliff demonstrates its ability to detect precursory movements. The obtained 3D displacements are of the same order of magnitude as field measurements. The L-ICP method tracks the actual deformation of the mass before its failure.
{"title":"Automatic tracking rockfall precursory movements in 3D point clouds using the new L-ICP method","authors":"Marie-Aurélie Chanut , Yohan Peru , Jérome Faillettaz , Laurent Dubois , Alexandre Carotte , Pierre Azemard","doi":"10.1016/j.geomorph.2025.110056","DOIUrl":"10.1016/j.geomorph.2025.110056","url":null,"abstract":"<div><div>The proposed method based on a local-Iterative Closest Point (L-ICP) registration aims at determining the precursory movements of rocks prior to failure (real 3D movements) in the scene that occurred between two specific dates by comparing two point clouds. The aim of local registration is to locally follow the same geometric pattern from one point cloud to another. Knowing at all points the 3D displacements enables us to understand the underlying mechanisms involved. A detection level is also derived from stable zone analysis, providing further insights into the results.</div><div>The L-ICP method is validated using synthetic data with an imposed displacements generated by translation, rotation, or both. Results demonstrate that the method is able to detect the “real” 3D displacements in any direction up to 2 cm for movement in plane and more than 10 cm out-of-plane. Compared to the conventional methods such as M3C2 and C2M distances, the proposed method exhibits superior performance, especially in detecting in-plane movements.</div><div>The second application on an unstable rock (500 m<sup>3</sup> column) in a rocky cliff demonstrates its ability to detect precursory movements. The obtained 3D displacements are of the same order of magnitude as field measurements. The L-ICP method tracks the actual deformation of the mass before its failure.</div></div>","PeriodicalId":55115,"journal":{"name":"Geomorphology","volume":"492 ","pages":"Article 110056"},"PeriodicalIF":3.1,"publicationDate":"2025-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145365381","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}