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Journal articles on the topic 'Landslide and debris flow'

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1

Tsuchiya, Satoshi, and Fumitoshi Imaizumi. "Large Sediment Movement Caused by the Catastrophic Ohya-Kuzure Landslide." Journal of Disaster Research 5, no. 3 (2010): 257–63. http://dx.doi.org/10.20965/jdr.2010.p0257.

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The Ohya-kuzure landslide, one of three largest catastrophic landslides in Japan, is assumed to have been triggered by a strong earthquake and a large-scale debris terrace in a channel downstream from landslide. We verified the time of the landslide’s occurrence, its volume, and the amount of sediment supplied to the main river downstream. The landslide’s occurrence in 1707 was confirmed by historical documents and earthquake records of sediment disasters. The landslide’s size was estimated to be 94 million m3, from the geomorphic change in the debris terrace. Moreover, it was presumed that 33
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Bobrova, Darya, Ekaterina Kazakova, Svetlana Rybalchenko, and Sergei Kudriavtcev. "Debris flow and landslide processes on manmade landscapes." MATEC Web of Conferences 265 (2019): 04009. http://dx.doi.org/10.1051/matecconf/201926504009.

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Currently the human activity is one of the important factors of debris flow and landslide formation. In some cases, human activity leads to the formation of previously non-existing debris flow and landslide complexes, which increases the areal percentage of exposure of settlement areas to dangerous processes. Most often, anthropogenic debris flows and landslides are confined to the mountainous territory, which is associated with the extraction of minerals, road construction, construction of buildings and structures and storage of soil in floodplains and watercourses on weak mountain slopes. Th
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3

Brien, Dianne L., Mark E. Reid, Collin Cronkite-Ratcliff, and Jonathan P. Perkins. "Topographic controls on landslide mobility: modeling hurricane-induced landslide runout and debris-flow inundation in Puerto Rico." Natural Hazards and Earth System Sciences 25, no. 3 (2025): 1229–53. https://doi.org/10.5194/nhess-25-1229-2025.

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Abstract. In 2017, Hurricane Maria triggered more than 70 000 landslides in Puerto Rico. After initiation, these predominantly shallow landslides were mobilized to varying extents – some landslides only traveled partway downslope, whereas others reached drainage channels and were mobilized into long-traveled debris flows that could severely impact roads and infrastructure. Thus, forecasting potential landslide runout and inundation zones is critical for estimating landslide and debris-flow hazards. Here we conduct an in-depth topographic analysis of landslide-affected areas from nine study are
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4

Liang, Zhu, Changming Wang, Donghe Ma, and Kaleem Ullah Jan Khan. "Exploring the potential relationship between the occurrence of debris flow and landslides." Natural Hazards and Earth System Sciences 21, no. 4 (2021): 1247–62. http://dx.doi.org/10.5194/nhess-21-1247-2021.

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Abstract. The present study is to explore the potential relationship between debris flow and landslides by establishing susceptibility zoning maps (SZMs) separately with the use of random forest (RF). Lhünzê county, located in southeastern Tibet, was selected as the study area. The work was carried out with the following steps: (1) an inventory map consisting of 399 landslides and 49 debris flows was determined; (2) slope units and 11 conditioning factors were prepared for the susceptibility modeling of landslide while watershed units and 12 factors were prepared for debris flow; (3) SZMs were
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5

Hasnawir, Hasnawir. "EARLY WARNING OF RAINFALL-INDUCED LANDSLIDES AND DEBRIS FLOWS ON MT. BAWAKARAENG, SOUTH SULAWESI,INDONESIA." JOURNAL OF FORESTRY RESEARCH 10, no. 1 (2013): 1–10. https://doi.org/10.20886/ijfr.2013.10.1.1-10.

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Rainfall thresholds that form the basis of the landslide warning systems now exist for a few areas in Indonesia. Based on analysis of historical data, threshold performance varies according to precipitation characteristics,  and threshold  exceed corresponds  to a given probability  of  landslide occurrence. Early warnings of landslides and debris flows that include specific information about affected areas, probability of landslide and debris flow occurrence, and expected timing are technically feasible as illustrated by a case study made on Mt. Bawakaraeng, South Sul
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6

Wan, Baofeng, Ning An, and Gexue Bai. "Monitoring and Evaluation of Debris Flow Disaster in the Loess Plateau Area of China: A Case Study." Water 16, no. 17 (2024): 2539. http://dx.doi.org/10.3390/w16172539.

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The Loess Plateau area, with complex geomorphological features and geological structure, is highly prone to geologic disasters such as landslides and debris flow, which cause great losses. To investigate the initiation mechanism of landslide and debris flow disasters and their spreading patterns, historical satellite images in the Laolang gully were collected and digitized to generate three-dimensional topographic and geomorphological maps. Typical landslides were selected for landslide thickness measurement using a standard penetrometer and high-density electrical method. Numerical models wer
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7

Kwan, Julian SH, and H. W. Sun. "An improved landslide mobility model." Canadian Geotechnical Journal 43, no. 5 (2006): 531–39. http://dx.doi.org/10.1139/t06-010.

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A relatively simple and versatile numerical model known as DAN, developed by Oldrich Hungr for the assessment of landslide mobility, has been enhanced to incorporate the consideration of a trapezoidal-shaped flow channel for more realistic modelling purposes. This enhanced debris mobility model (DMM) has been programmed to run on a spreadsheet and has been calibrated against detailed landslide data in Hong Kong. In contrast to previous work, the enhanced DMM eliminates the limitations inherited from the assumption of a rectangular flow channel with frictionless side boundaries. When using DMM,
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8

Ahmed, Shahid, Muhammad Ishtiaq, Baoliang Lu, and Khadim Hussain. "LANDSLIDE MAPPING AND SPATIAL DISTRIBUTION ANALYSIS FROM MUZAFFARABAD TO LUAT AREA WITH CASE STUDY OF PLANG LANDSLIDE, LESSER HIMALAYAS, PAKISTAN." Geological Behavior 7, no. 2 (2023): 88–99. http://dx.doi.org/10.26480/gbr.02.2023.88.99.

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Landslides are one of the most dangerous and frequent natural hazards worldwide and in Pakistan, wreaking havoc on society and the economy. Susceptibility mapping, as well as geological and geotechnical investigations, are the focus of this study on the Plang landslide in Neelam Valley, Pakistan’s Lesser Himalayas. This landslide’s causes and solutions were determined by a combination of geotechnical soil testing, longitudinal profiles, geological mapping, seismicity, roadcut, and rainfall assessments. The greatest concentration of landslides (as measured by both number of occurrences and slop
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Gao, Ruiyuan, Changming Wang, Zhu Liang, Songling Han, and Bailong Li. "A Research on Susceptibility Mapping of Multiple Geological Hazards in Yanzi River Basin, China." ISPRS International Journal of Geo-Information 10, no. 4 (2021): 218. http://dx.doi.org/10.3390/ijgi10040218.

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Collapses, landslides, and debris flows are the main geological hazards faced by mankind, which bring heavy losses of life and property to people every year. The purpose of this paper is to establish a method for determining the optimal weighting scheme for multiple geological hazard susceptibility mapping. The information gain ratio (IGR) method was used to analyze the predictive ability of the conditioning factors. The support vector machine (SVM) algorithm was used to evaluate the susceptibility to collapse, landslide, and debris flow of the study area. The receiver operating characteristic
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10

Komu, Muge Pinar, Hakan Ahmet Nefeslioglu, and Candan Gokceoglu. "Modeling Shallow Landslide Runout Distance in Eocene Flysch Facies Using Empirical–Statistical Models (Western Black Sea Region of Türkiye)." ISPRS International Journal of Geo-Information 13, no. 3 (2024): 84. http://dx.doi.org/10.3390/ijgi13030084.

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Uncertainties related to runout distances in shallow landslide analyses may not only affect lives but may also result in economic losses. Owing to the increase in shallow landslides, which are especially triggered by heavy rainfall, runout distances have been investigated to decipher whether applications of a functional runout distance are feasible. This paper aims to give insights into the modeling of the shallow landslide runout probability in Eocene flysch facies in the Western Black Sea region of Türkiye. There are two main stages in this study—which are dominated by empirical models, the
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Han, Xiang, Yunhe Yin, Yuming Wu, and Shaohong Wu. "Risk Assessment of Population Loss Posed by Earthquake-Landslide-Debris Flow Disaster Chain: A Case Study in Wenchuan, China." ISPRS International Journal of Geo-Information 10, no. 6 (2021): 363. http://dx.doi.org/10.3390/ijgi10060363.

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Earthquakes often cause secondary disasters in mountainous areas, forming the typical earthquake-landslide-debris flow disaster chain for a long time that results in a series of losses. It is important to improve the risk assessment method from the perspective of cascading effect of such a disaster chain, by strengthening quantitative research on hazards of the debris flows which are affected by landslide volume and rainstorm intensity. Taking Wenchuan County as an example, the risk assessment method for population loss of the disaster chain is established and the risks are evaluated in this p
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12

Zhang, H. Z., T. H. Chi, and J. R. Fan. "Modelling of the hydrological connectivity changes in the Minjiang Upstream after the Wenchuan earthquake using satellite remote sensing and DEM data." Natural Hazards and Earth System Sciences Discussions 3, no. 2 (2015): 1113–36. http://dx.doi.org/10.5194/nhessd-3-1113-2015.

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Abstract. The 2008 Wenchuan earthquake-induced landslides destroyed larger areas of mountain vegetation and produced large volume of landslide-debris, which made the vegetation's hydrological adjusting function diminished and made the hydrological progresses in slopes changed, resulting in severe erosion and catastrophic debris flows for a rather long time. Since 2008, the landslide-damaged vegetation and its hydrological function have been recovering. In this paper, the Minjiang Upstream watersheds around Yingxiu Town were selected. First, the landslide-damaged vegetation was identified and m
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13

Thapa, P. B., T. Esaki, and B. N. Upreti. "GIS-based modelling of landslide and debris flow hazard in mountainous terrain of Agra Khola watershed, central Nepal." Journal of Nepal Geological Society 34 (October 9, 2006): 117–28. http://dx.doi.org/10.3126/jngs.v34i0.31886.

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A comprehensive GIS-based analytical approach was followed to derive a spatial database of landslides and debris flows in the Agra Khola watershed of central Nepal which suffered from the hydrological disaster of 1993. For this purpose, the landslides and debris flows occurring in that area between 1993 and 2006 were delineated. From the database, the influence of geological and geomorphic variables was quantified and a spatial prediction model for landslide and debris flow hazard was worked out. In this process, quantitative statistical analysis (bivariate, multivariate) as applied to predict
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14

Pramesthi, Zelandi Yura, Dhemi Harlan, and Eko Winar Irianto. "Modeling of 2D Hec-Ras Simulation on Debris Flow Analysis on Morphological Changes of the Omu River, Sigi Regency, Central Sulawesi." E3S Web of Conferences 500 (2024): 03041. http://dx.doi.org/10.1051/e3sconf/202450003041.

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Landslide is a natural disaster that shows if the soil structure in the area is unstable, where landslides occurred was in the upper part of the Omu River. When there is heavy rain, landslide material in the form of debris is carried into the river flow increasing the concentration of sediment in the river which causes debris flow. Debris flow has a destructive power that can cause damage to buildings, utilities and can threaten the lives of people in the area. This study aims to NonNewtonian method analysis models in the HEC-RAS (2D) 6.4 software. The findings reveal that debris flow has a si
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15

Łajczak, Adam, Włodzimierz Margielewski, Tomasz Zielonka, et al. "Cylowa Zerwa landslide – debris flow forms on Mount Babia Góra (1725) and their development over the last ca. 150 years, Western Carpathians." Geographia Polonica 96, no. 1 (2023): 79–101. http://dx.doi.org/10.7163/gpol.0247.

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Cylowa Zerwa landslide – debris flow located on the northern slope of Mt. Babia Góra (1725 m a.s.l.) within the 400 m wide altitude interval (1430-1024 m a.s.l.) is a knowable object which however has not been sufficiently noticed in geomorphological research. This paper, based on geomorphological, geological and dendrochronological investigations, as well as LiDAR data analysis, develops the following issues which describe the functioning of this object during the last ca. 150 years: Cylowa Zerwa in the gravity induced mass movements system of Mt. Babia Góra; relief of the landslide – debris
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16

Tsai, Yuan-Jung, Fang-Tsz Syu, Chjeng-Lun Shieh, Chi-Rong Chung, Shih-Shu Lin, and Hsiao-Yuan Yin. "Framework of Emergency Response System for Potential Large-Scale Landslide in Taiwan." Water 13, no. 5 (2021): 712. http://dx.doi.org/10.3390/w13050712.

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In order to lower the risks of large-scale landslides and improve community resilience in Taiwan, a long-term project has been promoted by the Soil and Water Conservation Bureau since 2017. In this study, methods to build an emergency response framework including hazard mapping and early warning system establishment were introduced. For hazard mapping, large-scale landslides were categorized into a landslide, debris flow, or landslide dam type based on the movement of unstable materials and topography. Each disaster type has different hazard zone delineation methods to identify the affected ar
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17

Putra, M. H. Z., D. Sarah, I. A. Sadisun, E. Soebowo, A. N. Aulia, and Sukristiyanti. "Modeling and mapping the environmental impact of debris flow hazard on alluvial fans for sustainable development in Bangga and Poi Villages, Sigi, Central Sulawesi." IOP Conference Series: Earth and Environmental Science 1201, no. 1 (2023): 012028. http://dx.doi.org/10.1088/1755-1315/1201/1/012028.

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Abstract On September 28, 2018, an Mw 7.5 Palu earthquake triggered massive landslides upstream, followed by 24 debris flood events that spread to 15 villages in Sigi from September 2018 to December 2021. Debris flow and flash floods on alluvial fans inundated lowland communities, causing severe property destruction and structural damage to bridges and roadways and resulting in an estimated 900 damaged houses. Understanding their historical occurrence is essential to sustainable fan development and minimizing their threat to infrastructure and human life due to their severe geohazard potential
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18

Ni, Zhen Qiang, Ji Ming Kong, and A. Fayou. "Mechanism Study on Transformation of Landslide into Debris Flow based on Coulomb Particle Flow Theory." Advanced Materials Research 261-263 (May 2011): 1589–93. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.1589.

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The initiation is the core issue in debris flow study, it’s the basis of debris flow disaster prevention, and the research on transformation of landslide into debris flow is fundamental in debris flow study. Transformation of landslide into debris flow was a new topic which proposed in recent years, although it contained the previous areas of landslide-debris flow, something developed, it was more emphasis on the transformation process of landslide to debris flow. This paper proposed an ideal model from practical disaster, based on Coulomb Particle Flow Theory, we used large-scale finite diffe
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Aigner, Philipp, Erik Kuschel, Leonard Sklar, et al. "Debris-flow activity and sediment dynamics in the landslide-influenced Lattenbach catchment, Austria." E3S Web of Conferences 415 (2023): 04001. http://dx.doi.org/10.1051/e3sconf/202341504001.

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Deep seated landslides are common phenomena in Alpine areas. In case of a direct connectivity with the channel system, the catchment’s sediment yield and the probability of other forms of mass wasting processes such as debris flows may be increased significantly. Up to now, sediment dynamics related to deep-seated landslides and debris flows have not been quantified. The Lattenbach catchment (basin area 5,3 km², relief 2134 m) in Grins (Tyrol, Austria), is an example for an active DF-site, where there is geomorphological evidence of deep-seated landslide activity. In this study we shed light (
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He, Na, Xiangyang Qu, Zhiquan Yang, Linjuan Xu, and Filip Gurkalo. "Disaster Mechanism and Evolution Characteristics of Landslide–Debris-Flow Geohazard Chain Due to Strong Earthquake—A Case Study of Niumian Gully." Water 15, no. 6 (2023): 1218. http://dx.doi.org/10.3390/w15061218.

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Taking the Niumian Gully landslide–debris-flow geohazard chain as an example, we analyze the disaster mechanism of the landslide–debris-flow geohazard chain and its evolution process through field investigation as a reference for disaster prevention and risk reduction in areas with strong earthquakes by analyzing the accumulative sliding amount and the critical rainfall for debris flow formed by loose deposits. Due to the 8.0 Ms earthquake in Wenchuan, the cumulative sliding of the slope reached 230.51 m, much greater than the critical sliding in the Longmen Mountain earthquake area. Permanent
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Lin, Linxin, Guan Chen, Wei Shi, et al. "Spatiotemporal Evolution Pattern and Driving Mechanisms of Landslides in the Wenchuan Earthquake-Affected Region: A Case Study in the Bailong River Basin, China." Remote Sensing 14, no. 10 (2022): 2339. http://dx.doi.org/10.3390/rs14102339.

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Understanding the spatiotemporal evolution and driving mechanisms of landslides following a mega-earthquake at the catchment scale can lead to improved landslide hazard assessment and reduced related risk. However, little effort has been made to undertake such research in the Wenchuan earthquake-affected region, outside Sichuan Province, China. In this study, we used the Goulinping valley in the Bailong River basin in southern Gansu Province, China, as an example. By examining the multitemporal inventory, we revealed various characteristics of the spatiotemporal evolution of landslides over th
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Chae, Byung-Gon, Ying-Hsin Wu, Ko-Fei Liu, Junghae Choi, and Hyuck-Jin Park. "Simulation of Debris-Flow Runout Near a Construction Site in Korea." Applied Sciences 10, no. 17 (2020): 6079. http://dx.doi.org/10.3390/app10176079.

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This study analyzed landslide susceptibility and numerically simulated the runout distance of debris flows near a construction site in Korea. Landslide susceptibility was based on a landslide prediction map of the study area. In the prediction map, 3.5% of the area had a 70–90% landslide probability, while 0.79% had over 90% probability. Based on the landslide susceptibility analysis, debris flows in four watersheds were simulated to assess possible damage to the construction site. According to the simulations, debris flow in Watershed C approaches to within 9.6 m of the site. Therefore, the c
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Chen, Kun-Ting, Xiao-Qing Chen, Gui-Sheng Hu, Yu-Shu Kuo, Yan-Rong Huang, and Chjeng-Lun Shieh. "Dimensionless Assessment Method of Landslide Dam Formation Caused by Tributary Debris Flow Events." Geofluids 2019 (January 22, 2019): 1–14. http://dx.doi.org/10.1155/2019/7083058.

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In this study, we develop a dimensionless assessment method to evaluate landslide dam formation by considering the relationship between the run-out distance of a tributary debris flow and the width of the main stream, deposition thickness of the tributary debris flow, and the water depth of the main stream. Based on the theory of debris flow run-out distance and fan formation, landslide dam formation may result from a tributary debris flow as a result of two concurrent formation processes: (1) the run-out distance of the tributary debris flow must be greater than the width of the main stream,
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Yamazaki, Yusuke, Shinji Egashira, and Yoichi Iwami. "Method to Develop Critical Rainfall Conditions for Occurrences of Sediment-Induced Disasters and to Identify Areas Prone to Landslides." Journal of Disaster Research 11, no. 6 (2016): 1103–11. http://dx.doi.org/10.20965/jdr.2016.p1103.

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The present study demonstrates a method to specify critical rainfall conditions for the occurrence of a sediment disaster and identify areas prone to landslides using a simulator proposed by the current authors for sediment hazards. The simulator predicts spatial and temporal distributions for surface and subsurface flows, landslides, and debris flow resulting from rainfall events. The method to develop a critical curve for the occurrence of a disaster is proposed using simulated landslide data derived from artificially specified rainfall conditions, past rainfall data, and disaster records. U
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Hsu, S. M., H. Y. Wen, N. C. Chen, S. Y. Hsu, and S. Y. Chi. "Using an integrated method to estimate watershed sediment yield during heavy rain period: a case study in Hualien County, Taiwan." Natural Hazards and Earth System Sciences 12, no. 6 (2012): 1949–60. http://dx.doi.org/10.5194/nhess-12-1949-2012.

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Abstract. A comprehensive approach estimating sediment yield from a watershed is needed to develop better measures for mitigating sediment disasters and assessing downstream impacts. In the present study, an attempt has been made to develop an integrated method, considering sediment supplies associated with soil erosion, shallow landslide and debris flow to estimate sediment yield from a debris-flow-prone watershed on a storm event basis. The integrated method is based on the HSPF and TRIGRS models for predicting soil erosion and shallow landslide sediment yield, and the FLO-2D model for calcu
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Molinari, Mark P., Carla R. Woodworth, Cody R. Gibson, and Michelle Deng. "Empirical Analysis of Landslide Runout in Late Pleistocene Glacial Strata in the Eastern Salish Lowland, Washington." Environmental & Engineering Geoscience 31, no. 1 (2025): 51–65. https://doi.org/10.21663/eeg-d-24-00046.

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ABSTRACT Empirical relationships were developed to estimate potential landslide runout length and deposit area for slopes in the eastern Salish (Puget) Lowland in northwestern Washington. Published empirical equations use landslide parameters of runout length (L), height (H), reach angle (α), deposit area (A), and volume (V) and linear or log-based regressions. Most data sets include varying landslide types and sizes, geology, and geographic locations, and many are for long-runout debris flows, lahars, and rock avalanches. The Salish Lowland is well suited for a regional study because of the a
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Deepa Priya V, Saamir Gaffur Mohammed Yakub Shah, Praveen L, and Rajesh R M. "Deep Learning Model for Automated Landslide and Debris Flow Detection." International Research Journal on Advanced Engineering Hub (IRJAEH) 3, no. 03 (2025): 583–91. https://doi.org/10.47392/irjaeh.2025.0082.

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Landslides and debris flows pose significant risks to human life, infrastructure, and the environment, necessitating timely detection and monitoring. Traditional methods rely on manual analysis of satellite images and geological surveys, which can be time-consuming and prone to human error. This study introduces a novel approach using deep learning techniques, specifically the YOLOv11 architecture, to enhance image segmentation for accurate landslide and debris flow detection. By automating the identification of key risk areas, our method improves both the accuracy and efficiency of assessment
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Pei, Yanqian, Haijun Qiu, and Yaru Zhu. "Prediction of Landslide Susceptibility in the Karakorum under the Context of Climate Change." Applied Sciences 14, no. 18 (2024): 8562. http://dx.doi.org/10.3390/app14188562.

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Climate change has recently increased the frequency of landslides in alpine areas. Susceptibility mapping is crucial for anticipating and assessing landslide risk. However, traditional methods focus on static environmental variables to emphasize the spatial distribution of landslides, ignoring temporal dynamics in landslide development in the context of climate change. In this work, we focused on static and dynamic environment factors and utilized the certainty factor-logistic regression (CF-LR) model to assess and predict landslide susceptibility in Taxkorgan County, located in the Karakorum.
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He, Yong Qiang, Yun Wu, and Su Ling Li. "Research on the Effect of One Debris Flow along Bailong River." Applied Mechanics and Materials 580-583 (July 2014): 701–4. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.701.

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Earthquake can cause heavy casualties and property losses immediately, and induced a mass of secondary mountainous disasters such as collapse, landslide and debris flow. Collapse and landslide provide abundant incompact solid matter for movement of debris flow directly, which makes the debris flow ravines be active in a long period in the future. Taking one debris flows on Bailong River as an example. Based on the analysis of the valley features and the forming condition scientific prediction for the trend of the debris flow activities and estimates the hazards situations have been achieved.
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van den Bout, Bastian, Chenxiao Tang, Cees van Westen, and Victor Jetten. "Physically based modeling of co-seismic landslide, debris flow, and flood cascade." Natural Hazards and Earth System Sciences 22, no. 10 (2022): 3183–209. http://dx.doi.org/10.5194/nhess-22-3183-2022.

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Abstract. The 2008 Wenchuan earthquake lead to various complex multi-hazard chains that included seismically triggered landslide initiation, landslide runout, river damming, dam breaching, and flooding. The modeling of the interactions between such hazardous processes is challenging due to the complexity and uncertainty. Here we present an event-based physically based model that is able to simulate multi-hazard land surface process chains within a single unified simulation. The final model is used to simulate a multi-hazard chain event in the Hongchun watershed, where co-seismic landslides led
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Nasir, N. S., M. F. Abdul Khanan, S. H. Othman, et al. "ASSIMILATING GEOSPATIAL METAMODEL AND INVENTORY MAPPING FOR NON-STRUCTURAL MITIGATION OF LANDSLIDE." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-4/W9 (October 30, 2018): 217–28. http://dx.doi.org/10.5194/isprs-archives-xlii-4-w9-217-2018.

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<p><strong>Abstract.</strong> In Malaysia, issues related to disaster management are always given attention in society and by the responsible parties. However, in general, citizen do not think of the consequential impact of disaster due to less of knowledge regarding the early phase in disaster management. Therefore, citizen in those areas will be more vulnerable to landslide as the citizen face difficulties in identifying specific areas with the tendency of landslides. This paper presents a geospatial metamodel approach for non-structural mitigation of landslide using data f
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Harianto, T., A. B. Muhiddin, S. H. Nur, and C. E. Wibowo. "Properties of debris flow deposits in Masamba, South Sulawesi, Indonesia." IOP Conference Series: Earth and Environmental Science 921, no. 1 (2021): 012062. http://dx.doi.org/10.1088/1755-1315/921/1/012062.

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Abstract On 13 July 2020, a huge landslide-induced debris flow struck Masamba city and its vicinity, providing a massive amount of sedimentation materials. The landslide-induced debris flow was triggered by heavy rainfall, causing damages such as life and property losses, traffic disruption. Landslide-induced debris flow is a sudden natural hazard in mountain regions characterized by fast velocity, huge impact area, large scale, and often causes disastrous accidents. This study aims to investigate the properties of the debris flow materials including the soil size distribution, density, shear
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Kumar, Vipin, Léna Cauchie, Anne-Sophie Mreyen, Mihai Micu, and Hans-Balder Havenith. "Evaluating landslide response in a seismic and rainfall regime: a case study from the SE Carpathians, Romania." Natural Hazards and Earth System Sciences 21, no. 12 (2021): 3767–88. http://dx.doi.org/10.5194/nhess-21-3767-2021.

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Abstract. There have been many studies exploring rainfall-induced slope failures in earthquake-affected terrain. However, studies evaluating the potential effects of both landslide-triggering factors – rainfall and earthquakes – have been infrequent despite rising global landslide mortality risk. The SE Carpathians, which have been subjected to many large historical earthquakes and changing climate thus resulting in frequent landslides, comprise one such region that has been little explored in this context. Therefore, a massive (∼9.1 Mm2) landslide, situated along the river Bâsca Rozilei, in t
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Ashwood, Wesley, and Oldrich Hungr. "Estimating total resisting force in flexible barrier impacted by a granular avalanche using physical and numerical modeling." Canadian Geotechnical Journal 53, no. 10 (2016): 1700–1717. http://dx.doi.org/10.1139/cgj-2015-0481.

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Flexible barriers are a promising tool for protection against extremely rapid landslides such as debris flow and debris avalanches. With landslide impacts of any size, the total force induced within the barrier and transferred to the anchorage is a fundamental question to design. Current practice limits the investigation to flow parameters, neglecting the behavior of the structure, which can vary significantly. This paper describes steps taken to quantify the total force induced within a flexible barrier. It describes laboratory experiments of dry granular flow against rigid and flexible barri
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K.C., Jharendra, Deepak Gautam, Purushottam Neupane, and Kabi Raj Paudyal. "Landslide inventory mapping and assessment along the Ramche-Jharlang area in Dhading, Rasuwa and Nuwakot districts, Lesser Himalaya Central Nepal." Journal of Nepal Geological Society 55, no. 1 (2018): 103–8. http://dx.doi.org/10.3126/jngs.v55i1.22798.

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Landslides that are the major hazards, are concentrated along the river valley, road cut sections, cultivated lands and geologically adverse areas like fault zones, incompetent lithology, steep slopes and overhanging cliffs. Present study represents a small part of the Mahabharat Range within the Lesser Himalaya, where landslide inventory mapping was carried out in the Ramche-Jharlang area
 because it consists of numerous small to large landslides affecting ecology and society. The main objectives were to delineate both present and past landslides with their characters (geometry, geology,
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Calista, Monia, Valeria Menna, Vania Mancinelli, Nicola Sciarra, and Enrico Miccadei. "Rockfall and Debris Flow Hazard Assessment in the SW Escarpment of Montagna del Morrone Ridge (Abruzzo, Central Italy)." Water 12, no. 4 (2020): 1206. http://dx.doi.org/10.3390/w12041206.

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The purpose of this research is to estimate the rockfall and debris flow hazard assessment of the SW escarpment of the Montagna del Morrone (Abruzzo, Central Italy). The study investigated the geomorphology of the escarpment, focusing on the type and distribution of the present landforms. Particular attention was devoted to the slope gravity landforms widely developed in this area, where the effective activity of the gravitational processes is mainly related to the rockfall and debris flows and documented by numerous landslides over time. Working from orography, hydrography, lithology, and geo
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Jeong, S. S., J. H. Kim, Y. M. Kim, and D. H. Bae. "Susceptibility assessment of landslides under extreme-rainfall events using hydro-geotechnical model; a case study of Umyeonsan (Mt.), Korea." Natural Hazards and Earth System Sciences Discussions 2, no. 8 (2014): 5575–601. http://dx.doi.org/10.5194/nhessd-2-5575-2014.

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Abstract. The influence of climate change on patterns has the potential to alter stability of partially saturated soil slopes. Changes in rainfall patterns have a strong influence on stability of partially saturated soil slopes, which recently have resulted in shallow landslides. In this paper, a comprehensive case study on the 2011 Umyeonsan (Mt.) landslides was highlighted. The incident involves the collapse of a soil slope and the debris flow under extreme-rainfall event, causing 16 fatalities and serious damaged to 146 housings. A fundamental study was carried out on the cause and mechanis
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Sukatja, Cosmas Bambang, Banata W.R, and Perdi Bahri. "MITIGASI DAN PENANGGULANGAN BENCANA BANJIR DEBRIS PASCA GEMPA PALU 2018." JURNAL TEKNIK HIDRAULIK 12, no. 1 (2021): 25–38. http://dx.doi.org/10.32679/jth.v12i1.648.

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The 7.4 SR earthquake which occurred in The Donggala Regency, Central Sulawesi on September 28th 2018 was a shallow earthquake due to the Palukoro fault activity. The impact of the quake’s shaking created pressure on the rock and soil masses of 77 hilly locations in the Palu, Sigi, and Donggala, causing several landslides and the increasing the potential of more. One of the slopes of at risk of landslides which can trigger debris flow is found on the hills of Poi Village, Dolo Selatan District, Sigi Regency. The estimated volume of lose material which could fall in a landslide is 4.8 million m
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Guo, Hongyi, and A. M. Martínez-Graña. "Susceptibility of Landslide Debris Flow in Yanghe Township Based on Multi-Source Remote Sensing Information Extraction Technology (Sichuan, China)." Land 13, no. 2 (2024): 206. http://dx.doi.org/10.3390/land13020206.

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The extraction of real geological environment information is a key factor in accurately evaluating the vulnerability to geological hazards. Yanghe Township is located in the mountainous area of western Sichuan and lacks geological survey data. Therefore, it is important predict the spatial and temporal development law of landslide debris flow in this area and improve the effectiveness and accuracy of monitoring changes in landslide debris flow, this article proposes a method for extracting information on the changes in landslide debris flows combined with NDVI variation, which is based on shor
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Park, D. W., N. V. Nikhil, and S. R. Lee. "Landslide and debris flow susceptibility zonation using TRIGRS for the 2011 Seoul landslide event." Natural Hazards and Earth System Sciences Discussions 1, no. 3 (2013): 2547–87. http://dx.doi.org/10.5194/nhessd-1-2547-2013.

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Abstract. This paper presents the results from application of a regional, physically-based stability model: Transient Rainfall Infiltration and Grid-based Regional Slope-stability analysis (TRIGRS) for a catchment on Woomyeon Mountain, Seoul, Korea. This model couples an infinite-slope stability analysis with a one-dimensional analytical solution to predict the transient pore pressure response to the infiltration of rainfall. TRIGRS also adopts the Geographic Information Systems (GIS) framework for determining the whole behaviour of a slope. In this paper, we suggest an index for evaluating th
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Park, D. W., N. V. Nikhil, and S. R. Lee. "Landslide and debris flow susceptibility zonation using TRIGRS for the 2011 Seoul landslide event." Natural Hazards and Earth System Sciences 13, no. 11 (2013): 2833–49. http://dx.doi.org/10.5194/nhess-13-2833-2013.

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Abstract. This paper presents the results from the application of a regional, physically based stability model: Transient Rainfall Infiltration and Grid-based Regional Slope-stability analysis (TRIGRS) for a region on Woomyeon Mountain, Seoul, South Korea. This model couples an infinite-slope stability analysis with a one-dimensional analytical solution to predict the transient pore pressure response to the infiltration of rainfall. TRIGRS also adopts the geographic information system (GIS) framework for determining the whole behaviour of a slope. In this paper, we suggest an index for evaluat
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Fang, Shi Yue, and Jun Yang. "The Preliminary Study on Definition of Slope Debris Flow." Advanced Materials Research 955-959 (June 2014): 3630–34. http://dx.doi.org/10.4028/www.scientific.net/amr.955-959.3630.

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So far, the definitions of slope debris flow are cinders and divergent, even, some scholars equate it with the hill slope debris flow/landslide-induced debris flow and other similar terms. This article summarizes research on the slope debris flow, from the definition and classification of debris flow, study on the classification of slope debris flow , analyzes the formation conditions, properties and characteristics of slope debris flow, at last, use the definition method of attribute and kind, tentatively give the preliminary definition of the slope debris flow .
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Li, Jun, and Ningsheng Chen. "The Model for Dilution Process of Landslide Triggered Debris Flow —A Case of Guanba River in Tibet Southeastern Plateau." Earth Sciences Research Journal 22, no. 2 (2018): 103–11. http://dx.doi.org/10.15446/esrj.v22n2.68177.

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Understanding and modeling the downstream dilution process of a landslide triggered debris flow is the foundation for recognizing the boundary condition and dilution mechanism of this type of debris flow, and this serves as the theoretical basis for the categorized control of viscous debris flows, diluted debris flows, hyperconcentration flows and flash floods in a drainage basin. In this study, taking as an example a typical debris flow that occurred in the Guanba River on Tibet’s southeastern plateau on July 6th, 1998, empirical models are used to calculate the density, water flow discharge,
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Ubaidulloev, Akmal, Hu Kaiheng, Manuchekhr Rustamov, and Makhvash Kurbanova. "Landslide Inventory along a National Highway Corridor in the Hissar-Allay Mountains, Central Tajikistan." GeoHazards 2, no. 3 (2021): 212–27. http://dx.doi.org/10.3390/geohazards2030012.

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An increasing amount of landslides leading to significant human and economic consequences is a primary concern for the government of Tajikistan and local authorities. Based on the Committee on Emergency Situations data, from 1996 to 2018, there were 3460 emergencies and more than 1000 fatalities because of earthquake-triggered and rainfall-induced landslides in the region. In addition, landslides caused severe damage to houses and infrastructure facilities due to the population’s lack of landslide hazard knowledge. Therefore, current research focuses on developing a regional-scale landslide in
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Harrison, John Franklin, and Chih-Hua Chang. "Sustainable Management of a Mountain Community Vulnerable to Geohazards: A Case Study of Maolin District, Taiwan." Sustainability 11, no. 15 (2019): 4107. http://dx.doi.org/10.3390/su11154107.

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This study investigates community-based landslide mitigation planning. The combination of a landslide susceptibility index (LSI) model, landslide inventory datasets, and field work is used to identify hazard-prone areas in Maolin District, Taiwan. Furthermore, to identify the challenges and opportunities affecting the sustainable development of mountain communities, a pilot survey was conducted in three such communities (Dona Village, Wanshan Village, and Maolin Village). The results reveal that there are two types of significant mass movement in such areas: debris avalanche and debris flow. T
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Thi Kim Chi, Thai. "Badanie numeryczne spływów rumoszowych wokół filarów mostu." Roads and Bridges - Drogi i Mosty 21, no. 4 (2022): 331–42. http://dx.doi.org/10.7409/rabdim.022.019.

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Landslide is a natural hazard that has crucial direct impact on the socio-economic system. Among various types of landslides, debris flows are a major threat to transportation structures such as bridges in mountainous areas. Vulnerability analysis of bridges that are exposed to debris flows is an important part of risk assessment and management. In the presented study, the characteristics of debris flows around bridge piers are investigated numerically for different boundary conditions using ANSYS FLUENT software. The non-Newtonian power-law model was used to model the debris flow. Drag coeffi
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Bovis, Michael J., and Matthias Jakob. "The July 29, 1998, debris flow and landslide dam at Capricorn Creek, Mount Meager Volcanic Complex, southern Coast Mountains, British Columbia." Canadian Journal of Earth Sciences 37, no. 10 (2000): 1321–34. http://dx.doi.org/10.1139/e00-042.

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A very large debris flow was triggered during a period of record-breaking high temperatures in upper Capricorn Creek, within the Mount Meager Volcanic Complex, a part of the Garibaldi Volcanic Belt of the southern Coast Mountains. The debris flow deposit impounded Meager Creek, creating an 800 m long landslide-dammed lake. The total event volume was 1.2 × 106 m3. The debris flow was followed by three days of almost continuous hyperconcentrated flow surges, which caused significant fluvial aggradation in the Meager Creek flood plain below the Capricorn Creek confluence. Within a few days of the
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Wang, Lijuan, Ming Chang, Xiangyang Dou, Guochao Ma, and Chenyuan Yang. "Analysis of River Blocking Induced by a Debris Flow." Geofluids 2017 (2017): 1–8. http://dx.doi.org/10.1155/2017/1268135.

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Both the Wenchuan earthquake on May 12, 2008, and the Lushan earthquake on April 12, 2013, produced many coseismic landslides along the Nanya River in Shimian City. Subsequent debris flows that initiated from these landslides and are triggered by intense rainfall become the secondary hazard in the years after the earthquake; in particular, some debris flows led to a serious river blocking event. For example, the Guangyuanbao debris flow which occurred on July 04, 2013, partly blocked the Nanya River, presenting a major threat to the national highway and residential areas. To analyze the patter
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Dias, Vivian Cristina, Helen Cristina Dias, and Carlos Henrique Grohmann. "Rainfall-induced debris flows and shallow landslides in Ribeira Valley, Brazil: Main characteristics and inventory mapping." E3S Web of Conferences 415 (2023): 05003. http://dx.doi.org/10.1051/e3sconf/202341505003.

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Debris flows are one of Brazil's most frequent mass movement processes, triggered by extreme rainfall events and initial volume provided by shallow landslides. Despite the recurrence of catastrophic occurrences, Brazil still lacks basic data containing the main characteristics of previous events. In this way, this research aimed to make a morphometric characterization of the event and to provide debris-flow and shallow landslides inventories. For the morphometric analysis, a Digital Elevation Model (DEM) was used. For the inventory map of debris flow runout and shallow landslides scars, a post
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Moretti, L., A. Mangeney, F. Walter, et al. "Constraining landslide characteristics with Bayesian inversion of field and seismic data." Geophysical Journal International 221, no. 2 (2020): 1341–48. http://dx.doi.org/10.1093/gji/ggaa056.

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SUMMARY Using a fully nonlinear Bayesian approach based on forward modelling of granular flow, we invert for landslide parameters (volume, release geometry and rheology) from different kinds of observations. Synthetic tests show that the runout distance and the deposit area by themselves do not constrain landslide parameters. Better constraints on landslide parameters are obtained from the thickness distribution of the landslide deposits, as well as from the force history applied by the landslide to the ground, which contains information on the landslide dynamics. Therefore, inverting force hi
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