The prevailing model of west Anatolian extension posits that the westward extrusion of Anatolia, driven by the Northern and Eastern Anatolian transform faults and slab rollback across the Hellenic Trench, governs ongoing extension from Gökova Graben to the Eskişehir Graben in Western Anatolia. However, data gaps and conflicting datasets constrain our understanding of the most recent phase of extension and the underlying geodynamic processes. To address these uncertainties, we investigated the sediment thickness and chronology of the Simav Graben (NW Anatolia) using microtremor surveys, radiocarbon dating and optically stimulated luminescence (OSL) dating from drill cores. Additionally, we examined the geomorphological characteristics of the graben and identified knickpoints along select rivers. Our findings indicate that the Simav Graben is an early Pleistocene (~1.1 Ma) structure with a maximum sediment thickness of approximately 540 m, accompanied by 900 m of maximum vertical displacement along the main bounding fault. Based on alluvial terraces, we infer an uplift rate of 1.1–1.3 mm/year for the last 85 ka, with an average long-term uplift rate of 0.8 mm/year over the graben's lifespan. Our morphological analysis reveals a series of knickpoints unrelated to lithology, beginning at 1300 m and descending to 800 m on hillslopes inclined toward the Sea of Marmara. The synchronous initiation of the Southern Splay of the Northern Anatolian Fault in the Marmara region and the Simav Graben suggests a causal relationship. We propose that the formation of the Northern Anatolian Fault in southern Marmara during the early Pleistocene triggered widespread extension in western Anatolia. Consequently, the north-flowing river networks, except for those associated with the Simav Graben, experienced regional incision.
{"title":"Early Pleistocene initiation of Simav Graben: Implications for widespread extension and landscape change in West Anatolia","authors":"Faruk Ocakoğlu, Muammer Tün, Eren Şahiner","doi":"10.1002/esp.6060","DOIUrl":"https://doi.org/10.1002/esp.6060","url":null,"abstract":"<p>The prevailing model of west Anatolian extension posits that the westward extrusion of Anatolia, driven by the Northern and Eastern Anatolian transform faults and slab rollback across the Hellenic Trench, governs ongoing extension from Gökova Graben to the Eskişehir Graben in Western Anatolia. However, data gaps and conflicting datasets constrain our understanding of the most recent phase of extension and the underlying geodynamic processes. To address these uncertainties, we investigated the sediment thickness and chronology of the Simav Graben (NW Anatolia) using microtremor surveys, radiocarbon dating and optically stimulated luminescence (OSL) dating from drill cores. Additionally, we examined the geomorphological characteristics of the graben and identified knickpoints along select rivers. Our findings indicate that the Simav Graben is an early Pleistocene (~1.1 Ma) structure with a maximum sediment thickness of approximately 540 m, accompanied by 900 m of maximum vertical displacement along the main bounding fault. Based on alluvial terraces, we infer an uplift rate of 1.1–1.3 mm/year for the last 85 ka, with an average long-term uplift rate of 0.8 mm/year over the graben's lifespan. Our morphological analysis reveals a series of knickpoints unrelated to lithology, beginning at 1300 m and descending to 800 m on hillslopes inclined toward the Sea of Marmara. The synchronous initiation of the Southern Splay of the Northern Anatolian Fault in the Marmara region and the Simav Graben suggests a causal relationship. We propose that the formation of the Northern Anatolian Fault in southern Marmara during the early Pleistocene triggered widespread extension in western Anatolia. Consequently, the north-flowing river networks, except for those associated with the Simav Graben, experienced regional incision.</p>","PeriodicalId":11408,"journal":{"name":"Earth Surface Processes and Landforms","volume":"50 1","pages":""},"PeriodicalIF":2.8,"publicationDate":"2025-01-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143117713","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Valeria Strallo, Chiara Colombero, Fabrizio Troilo, Luca Mondardini, Alberto Godio
The ongoing global temperature increase has accelerated the mass loss of glaciers worldwide, with Italian alpine glaciers being particularly vulnerable due to their small size, complex geometries and exposition that implies a fast reaction to thermal and hydrological modifications. In such a frame, the Indren Glacier (Aosta Valley, north-western Italian Alps) provides a valid test site to check the thickness evolution over the last two decades (1999–2020), through an integrated approach combining historical data, on-site geophysical measurements, remote sensing surveys, modelling and temperature analysis. Using a 2018 helicopter-based photogrammetric survey and Ground Penetrating Radar (GPR) survey campaigns of 2020, we obtained new input data and constraints to build up an updated thickness model for the whole glacier through the Glacier Thickness Estimation algorithm (GlaTE). Ice thickness is indeed a key parameter to estimate the ice volume and use it as further input in evolutionary models forecasting future scenarios. As a part of this integrated approach, we also analysed remote sensing and temperature data, finding a major modification in the glacier conditions over the last decade. Further comparing these results with previous studies, we identified a significant decrease in ice thickness, and we confirmed the presence of an over-deepening in the glacier central widest part. This integrated methodology enhances our understanding of glacier dynamics and improves predictions of future changes, offering crucial insights for managing water resources and mitigating natural hazards in the alpine region.
{"title":"Glacier thickness modelling and monitoring with geophysical data constraints: A case study on the Indren Glacier (NW Italy)","authors":"Valeria Strallo, Chiara Colombero, Fabrizio Troilo, Luca Mondardini, Alberto Godio","doi":"10.1002/esp.6068","DOIUrl":"https://doi.org/10.1002/esp.6068","url":null,"abstract":"<p>The ongoing global temperature increase has accelerated the mass loss of glaciers worldwide, with Italian alpine glaciers being particularly vulnerable due to their small size, complex geometries and exposition that implies a fast reaction to thermal and hydrological modifications. In such a frame, the Indren Glacier (Aosta Valley, north-western Italian Alps) provides a valid test site to check the thickness evolution over the last two decades (1999–2020), through an integrated approach combining historical data, on-site geophysical measurements, remote sensing surveys, modelling and temperature analysis. Using a 2018 helicopter-based photogrammetric survey and Ground Penetrating Radar (GPR) survey campaigns of 2020, we obtained new input data and constraints to build up an updated thickness model for the whole glacier through the Glacier Thickness Estimation algorithm (GlaTE). Ice thickness is indeed a key parameter to estimate the ice volume and use it as further input in evolutionary models forecasting future scenarios. As a part of this integrated approach, we also analysed remote sensing and temperature data, finding a major modification in the glacier conditions over the last decade. Further comparing these results with previous studies, we identified a significant decrease in ice thickness, and we confirmed the presence of an over-deepening in the glacier central widest part. This integrated methodology enhances our understanding of glacier dynamics and improves predictions of future changes, offering crucial insights for managing water resources and mitigating natural hazards in the alpine region.</p>","PeriodicalId":11408,"journal":{"name":"Earth Surface Processes and Landforms","volume":"50 1","pages":""},"PeriodicalIF":2.8,"publicationDate":"2025-01-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/esp.6068","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143117715","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Slope reliability analysis is a critical aspect of geotechnical engineering, particularly under conditions of rainfall infiltration, where the spatial variability of soil parameters can significantly affect the reliability of slopes. Traditional methods like Monte Carlo simulation are often computationally intensive, severely challenging the design of cutting slopes considering the spatial variability of multiple soil parameters. To address this challenge, this study proposes a convolutional neural network (CNN)-based surrogate model to efficiently assess the reliability of unsaturated soil slopes. The CNN model is trained to establish an implicit relationship between the random field inputs of soil parameters and the corresponding slope stability outcomes, enabling rapid calculation of the probability of failure (Pf) under varying conditions. The results indicate that as rainfall intensity increases, the Pf rises. For the same slope cutting distance, a greater slope cutting angle leads to a higher Pf. Similarly, for the same slope cutting angle, increasing the slope cutting distance results in a higher Pf; and the impact of slope cutting distance on slope reliability is more significant than that of slope cutting angle. Additionally, for various rainfall conditions and slope cutting scenarios, the CNN-based surrogate model is integrated into the full probability reliability design method, and a design response surface is used to establish the relationship between design variables and reliability responses. It is found that the proposed approach can efficiently evaluate the reliability of all design schemes. A strategy for determining the optimal slope cutting scheme is finally provided as practical guidance to meet the target reliability.
{"title":"Reliability analysis and design of soil slopes considering spatial variability under rainfall infiltration","authors":"Wen-Qing Zhu, Shuang-Lin Zhao, Han Han, Lei-Lei Liu, Wen-Gang Zhang, Shao-He Zhang, Yung-Ming Cheng","doi":"10.1002/esp.6057","DOIUrl":"https://doi.org/10.1002/esp.6057","url":null,"abstract":"<p>Slope reliability analysis is a critical aspect of geotechnical engineering, particularly under conditions of rainfall infiltration, where the spatial variability of soil parameters can significantly affect the reliability of slopes. Traditional methods like Monte Carlo simulation are often computationally intensive, severely challenging the design of cutting slopes considering the spatial variability of multiple soil parameters. To address this challenge, this study proposes a convolutional neural network (CNN)-based surrogate model to efficiently assess the reliability of unsaturated soil slopes. The CNN model is trained to establish an implicit relationship between the random field inputs of soil parameters and the corresponding slope stability outcomes, enabling rapid calculation of the probability of failure (<i>P</i><sub><i>f</i></sub>) under varying conditions. The results indicate that as rainfall intensity increases, the <i>P</i><sub><i>f</i></sub> rises. For the same slope cutting distance, a greater slope cutting angle leads to a higher <i>P</i><sub><i>f</i></sub>. Similarly, for the same slope cutting angle, increasing the slope cutting distance results in a higher <i>P</i><sub><i>f</i></sub>; and the impact of slope cutting distance on slope reliability is more significant than that of slope cutting angle. Additionally, for various rainfall conditions and slope cutting scenarios, the CNN-based surrogate model is integrated into the full probability reliability design method, and a design response surface is used to establish the relationship between design variables and reliability responses. It is found that the proposed approach can efficiently evaluate the reliability of all design schemes. A strategy for determining the optimal slope cutting scheme is finally provided as practical guidance to meet the target reliability.</p>","PeriodicalId":11408,"journal":{"name":"Earth Surface Processes and Landforms","volume":"50 1","pages":""},"PeriodicalIF":2.8,"publicationDate":"2024-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143121048","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The interactions of supercritical flows with sand or gravel beds in river channels or tidal inlets lead to the formation of antidunes. These bedforms are generally identified as nearly periodic sedimentary patterns of symmetrical shape that are in phase with the surface waves in the flow and have important effects on flow resistance and bedload transport. In addition, they play a fundamental role on morphodynamical processes in estuarine systems, on the scour around hydraulic infrastructure, and their bed signature can help to interpret paleofloods from sedimentary records. Despite the importance and ubiquity of antidunes in environmental flows, very few numerical simulations have captured their dynamics. In this work, we develop a model that couples the shallow-water and Exner equations in two-dimensions (2D) and demonstrate that a higher-level theory can reproduce the experimental antidune results of Pascal et al. (2021), independent of interactions at the particle scale. The flows are characterised by Froude numbers between 1.31 and 1.45, sediment diameters of