泥石流易感性和传播建模:一个深度学习和flow- r框架

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Muhammad Khalid, Muhammad Zulkarnain bin Abd Rahman, Jabir Hussain Syed, Nafees Ali, Hamza Daud, Muhammad Afaq Hussain, Muhammad Safwan Ruslan, Omar Farouk Fauzi
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引用次数: 0

摘要

泥石流是最具破坏性的自然灾害之一,其特点是发生和移动迅速,对准确预测和减灾构成重大挑战。在巴基斯坦吉尔吉特地区,特别是巴基斯坦北部喀喇昆仑公路沿线,泥石流经常扰乱交通路线,破坏基础设施,阻碍经济发展。本研究编制了从贾格洛特到吉尔吉特市64次泥石流事件的综合清单。从遥感和地形数据中得出14个致病因子。使用随机森林(RF)分类器、方差膨胀因子(VIF)、容差和SHAP (SHapley加性解释)来评估它们的相对重要性,确定降雨量、海拔和岩性是最具影响力的预测因子。对循环神经网络(RNN)、人工神经网络(ANN)和卷积神经网络(CNN) 3种深度学习模型进行训练生成泥石流敏感性映射(DFSM),其中ANN模型的预测精度最高(AUC = 0.924)。此外,将敏感性输出与flow - r模型相结合来评估空间跳动行为,以人工神经网络导出的“非常高”敏感性区作为起爆源,在区域尺度上模拟泥石流的传播。结果表明,约13.15%的地区属于非常高的传播敏感性,22.94%的地区属于高敏感性,63.91%的地区属于低敏感性,强调了跳动影响的显著风险地区。仿真结果与现场观测结果吻合较好,验证了该方法的有效性。所得到的传播模式与绘制的泥石流路径具有显著的空间一致性,增强了综合方法的实际适用性。在经常发生泥石流的地区,这一综合框架为确定起始区和潜在影响区提供了坚实的基础,促进了更有效的减灾和土地使用规划。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Debris flow susceptibility and propagation modeling: a deep learning and flow-R framework

Debris flows are among the most destructive natural hazards, characterized by rapid initiation and movement, posing significant challenges for accurate prediction and mitigation. In the Gilgit District of Pakistan, particularly along the Karakoram Highway, North Pakistan, debris flows frequently disrupt transportation routes, damage infrastructure, and hinder economic development. This study developed a comprehensive inventory of 64 debris flow events from Jaglot to Gilgit City. Fourteen causative factors were generated from remote sensing and topographic data. They were evaluated for their relative importance using a Random Forest (RF) classifier, Variance Inflation Factor (VIF), Tolerance, and SHAP (SHapley Additive exPlanations) identifying rainfall, elevation, and lithology as the most influential predictors. Three DL models, recurrent neural networks (RNN), artificial neural networks (ANN), and convolutional neural networks (CNN), were trained to generate debris flow susceptibility mapping (DFSM), where the ANN model achieved the highest predictive accuracy (AUC = 0.924). Furthermore, the susceptibility output was coupled with Flow-R modeling to evaluate spatial runout behavior, simulating debris flow propagation at a regional scale using the ANN-derived “very high” susceptibility zones as the initiation source. The results indicated that approximately 13.15% of the area falls under very high propagation susceptibility, 22.94% under high, and 63.91% under low, emphasizing areas at significant risk of runout impact. The results strongly corresponded between simulated flow paths and field observations, validating the approach. The resulting propagation patterns demonstrate significant spatial alignment with mapped debris flow paths, enhancing the practical applicability of the integrated approach. In areas where frequent debris flows occur, this combined framework provides a robust basis for identifying initiation and potential impact zones, facilitating more effective hazard mitigation and land-use planning.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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