Pub Date : 2026-10-23DOI: 10.1007/s12517-026-12611-3
Sakthi Selva Lakshmi Jeyakumar, Ajin Bejino, Gowrappan Muthusankar, Pedro Francisco Rodriguez-Espinosa, Jonathan Muthuswamy Ponniah
There has been an increase in recent studies revealing the relationship between global warming, El Niño – Southern Oscillation (ENSO) and global climatological events. The onset of the El- Niño event in June 2023, was associated with a significant positive sea surface temperature anomaly in the Niño 3.4 region of the tropical Pacific Ocean, exceeding + 2.0° C relative to the long-term climatological mean. This study documents five distinct climatological events (Events 1–5) that occurred in Mexico, India, United Arab Emirates and China that met the condition of “notable extreme rainfall events” over a short period of time. This study indicates the severity of these catastrophes, that were exacerbated through record-breaking precipitation rates which surpassed the average rainfall of the respective regions, thereby highlighting the influence of global warming and the ENSO conditions through microclimate alterations. As a result, our work abetted to raise public awareness, thus creating a prerequisite for enhancing existing climate mitigation and acclimatization of the humankind for the future.
{"title":"Climate war: does the humankind need acclimatization to extreme rainfall events?","authors":"Sakthi Selva Lakshmi Jeyakumar, Ajin Bejino, Gowrappan Muthusankar, Pedro Francisco Rodriguez-Espinosa, Jonathan Muthuswamy Ponniah","doi":"10.1007/s12517-026-12611-3","DOIUrl":"10.1007/s12517-026-12611-3","url":null,"abstract":"<div><p>There has been an increase in recent studies revealing the relationship between global warming, El Niño – Southern Oscillation (ENSO) and global climatological events. The onset of the El- Niño event in June 2023, was associated with a significant positive sea surface temperature anomaly in the Niño 3.4 region of the tropical Pacific Ocean, exceeding + 2.0° C relative to the long-term climatological mean. This study documents five distinct climatological events (Events 1–5) that occurred in Mexico, India, United Arab Emirates and China that met the condition of “<i>notable extreme rainfall events</i>” over a short period of time. This study indicates the severity of these catastrophes, that were exacerbated through record-breaking precipitation rates which surpassed the average rainfall of the respective regions, thereby highlighting the influence of global warming and the ENSO conditions through microclimate alterations. As a result, our work abetted to raise public awareness, thus creating a prerequisite for enhancing existing climate mitigation and acclimatization of the humankind for the future.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149234836","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Denoising well log signals is a crucial task in the field of hydrocarbon exploration and reservoir characterization. Wavelet decomposition has become an essential tool in recent years for effectively reducing noise while preserving essential geological information in well log data. This work mainly focuses on the development of unconventional methods for signal denoising using Symlet (Sym8), biorthogonal (bior6.8), Daubechies (db8) and Haar wavelets to analyze lithology in the Jharia coalfield region. The well log data includes gamma ray log (GR), resistivity log (shallow resistivity log, medium resistivity log), density log, sonic log, and neutron log (NPHI) are used as the signal on which de-noising has been applied. Different parameters like the ‘heursure’ soft thresholding and 8-level decomposition are exercised to denoise the signal. This study demarcates the lithology of the Jharia coalfield region using the wavelet denoising effect and power spectrum analysis of the denoised signal. Lithology identification from de-noised signals is used to delineate three lithologies such as sand, shale, and coal to understand the performance of each wavelet decomposition method. Lithology information obtained from the denoised signal using the ‘db8’ wavelet is more applicable to distinguish the reservoir properties, stratigraphic sequence, and sedimentary facies of the Jharia coalfield region.
{"title":"De-noising of well log signals using multilayer decomposition for lithology identification in the Jharia coalfield region","authors":"Sugata Kumar Sinha, Sudhakar Lutte, Priyanka Gautam, Newton Mundhe, Anurag Tripathi","doi":"10.1007/s12517-026-12617-x","DOIUrl":"10.1007/s12517-026-12617-x","url":null,"abstract":"<div><p>Denoising well log signals is a crucial task in the field of hydrocarbon exploration and reservoir characterization. Wavelet decomposition has become an essential tool in recent years for effectively reducing noise while preserving essential geological information in well log data. This work mainly focuses on the development of unconventional methods for signal denoising using Symlet (Sym8), biorthogonal (bior6.8), Daubechies (db8) and Haar wavelets to analyze lithology in the Jharia coalfield region. The well log data includes gamma ray log (GR), resistivity log (shallow resistivity log, medium resistivity log), density log, sonic log, and neutron log (NPHI) are used as the signal on which de-noising has been applied. Different parameters like the ‘heursure’ soft thresholding and 8-level decomposition are exercised to denoise the signal. This study demarcates the lithology of the Jharia coalfield region using the wavelet denoising effect and power spectrum analysis of the denoised signal. Lithology identification from de-noised signals is used to delineate three lithologies such as sand, shale, and coal to understand the performance of each wavelet decomposition method. Lithology information obtained from the denoised signal using the ‘db8’ wavelet is more applicable to distinguish the reservoir properties, stratigraphic sequence, and sedimentary facies of the Jharia coalfield region.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149234450","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-10-21DOI: 10.1007/s12517-026-12619-9
Garima Kumari
Urban environments are increasingly characterized by the intensification of urban heat islands (UHIs), where localized areas experience higher temperatures than their rural surroundings. These temperature disparities are influenced by a complex interplay of geological and built environmental factors. The role of geological features such as topography, soil composition and underlying bedrock in shaping urban climate patterns is crucial in understanding urban heat distribution. Geologically diverse landscapes can influence heat absorption, retention and dissipation, affecting microclimates within cities. Furthermore, the interaction between these natural geological elements and urban infrastructure such as roads, buildings and green spaces creates unique thermal conditions. Recognizing the interplay between geology and urban heat can help create more resilient and comfortable urban environments in the face of rising global temperatures. This paper explores the geological influences that contribute to UHI and the distribution of heat within urban spaces, highlighting how the physical landscape interacts with urban development to shape local climates. By examining these factors, the study aims to provide insights into effective strategies for urban planning and climate adaptation, ultimately helping cities to mitigate the impacts of rising temperatures and create more sustainable urban environments.
{"title":"Geological impact on urban environments and sustainable urban planning- a brief review","authors":"Garima Kumari","doi":"10.1007/s12517-026-12619-9","DOIUrl":"10.1007/s12517-026-12619-9","url":null,"abstract":"<div><p>Urban environments are increasingly characterized by the intensification of urban heat islands (UHIs), where localized areas experience higher temperatures than their rural surroundings. These temperature disparities are influenced by a complex interplay of geological and built environmental factors. The role of geological features such as topography, soil composition and underlying bedrock in shaping urban climate patterns is crucial in understanding urban heat distribution. Geologically diverse landscapes can influence heat absorption, retention and dissipation, affecting microclimates within cities. Furthermore, the interaction between these natural geological elements and urban infrastructure such as roads, buildings and green spaces creates unique thermal conditions. Recognizing the interplay between geology and urban heat can help create more resilient and comfortable urban environments in the face of rising global temperatures. This paper explores the geological influences that contribute to UHI and the distribution of heat within urban spaces, highlighting how the physical landscape interacts with urban development to shape local climates. By examining these factors, the study aims to provide insights into effective strategies for urban planning and climate adaptation, ultimately helping cities to mitigate the impacts of rising temperatures and create more sustainable urban environments.</p><h3>Graphical Abstract</h3><div><figure><div><div><picture><source><img></source></picture></div></div></figure></div></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149234449","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-10-21DOI: 10.1007/s12517-026-12622-0
Sachin Admane, Tejas Admane
Reliable slope stability assessment under uncertain geotechnical and hydrogeological conditions remains a major challenge in geotechnical engineering because conventional deterministic approaches often exhibit limited capability in representing nonlinear interactions and uncertainty propagation. To address this limitation, the present study proposes an integrated uncertainty-aware analytical framework combining artificial neural network (ANN) prediction, Bayesian belief network (BBN) probabilistic inference, and exploratory partial least squares structural equation modeling (PLS-SEM) interpretation for slope stability assessment. A benchmark dataset consisting of 10,000 slope cases was utilized to evaluate the framework under varying geotechnical, geometric, and hydrogeological conditions. The ANN component was employed to capture nonlinear relationships between governing variables and factor of safety, whereas the Bayesian framework quantified probabilistic dependency behavior and uncertainty propagation among slope stability parameters. PLS-SEM was incorporated as a supplementary exploratory interpretability mechanism within the integrated analytical workflow. The ANN model demonstrated strong predictive capability with testing performance metrics of R² = 0.9304, RMSE = 0.0363, and MAE = 0.0291, indicating stable nonlinear learning behavior with minimal overfitting. Sensitivity analysis identified cohesion, internal friction angle, and slope angle as the dominant predictive variables. Bayesian probabilistic analysis further revealed that cohesion exhibited the highest uncertainty contribution, followed by internal friction angle and pore water pressure ratio. Scenario-based inference demonstrated that elevated pore water pressure and reduced shear strength conditions substantially increased posterior instability probability. The integrated ANN–BBN framework provides a structured and interpretable methodology for combining predictive modeling with probabilistic reasoning in uncertainty-aware slope stability assessment under complex geotechnical conditions.
在不确定的岩土和水文地质条件下,可靠的边坡稳定性评估仍然是岩土工程中的主要挑战,因为传统的确定性方法在表示非线性相互作用和不确定性传播方面往往表现出有限的能力。为了解决这一局限性,本研究提出了一个综合的不确定性感知分析框架,结合人工神经网络(ANN)预测、贝叶斯信念网络(BBN)概率推理和探索性偏最小二乘结构方程模型(PLS-SEM)解释进行边坡稳定性评估。利用由10,000个斜坡案例组成的基准数据集来评估不同岩土、几何和水文地质条件下的框架。采用人工神经网络捕获控制变量与安全系数之间的非线性关系,贝叶斯框架量化边坡稳定参数之间的概率依赖行为和不确定性传播。PLS-SEM在集成分析工作流程中作为一种补充性的探索性解释机制。该模型具有较强的预测能力,测试性能指标R²= 0.9304,RMSE = 0.0363, MAE = 0.0291,非线性学习行为稳定,过拟合最小。敏感性分析发现黏聚力、内摩擦角和坡度角是主要的预测变量。贝叶斯概率分析表明,黏聚力的不确定性贡献最大,内摩擦角次之,孔隙水压力比次之。基于场景的推理表明,孔隙水压力的升高和剪切强度条件的降低大大增加了后验失稳概率。综合ANN-BBN框架为复杂岩土条件下不确定性边坡稳定性评估的预测建模与概率推理相结合提供了一种结构化和可解释的方法。
{"title":"An integrated probabilistic and machine learning framework for slope stability assessment under uncertainty","authors":"Sachin Admane, Tejas Admane","doi":"10.1007/s12517-026-12622-0","DOIUrl":"10.1007/s12517-026-12622-0","url":null,"abstract":"<div><p>Reliable slope stability assessment under uncertain geotechnical and hydrogeological conditions remains a major challenge in geotechnical engineering because conventional deterministic approaches often exhibit limited capability in representing nonlinear interactions and uncertainty propagation. To address this limitation, the present study proposes an integrated uncertainty-aware analytical framework combining artificial neural network (ANN) prediction, Bayesian belief network (BBN) probabilistic inference, and exploratory partial least squares structural equation modeling (PLS-SEM) interpretation for slope stability assessment. A benchmark dataset consisting of 10,000 slope cases was utilized to evaluate the framework under varying geotechnical, geometric, and hydrogeological conditions. The ANN component was employed to capture nonlinear relationships between governing variables and factor of safety, whereas the Bayesian framework quantified probabilistic dependency behavior and uncertainty propagation among slope stability parameters. PLS-SEM was incorporated as a supplementary exploratory interpretability mechanism within the integrated analytical workflow. The ANN model demonstrated strong predictive capability with testing performance metrics of R² = 0.9304, RMSE = 0.0363, and MAE = 0.0291, indicating stable nonlinear learning behavior with minimal overfitting. Sensitivity analysis identified cohesion, internal friction angle, and slope angle as the dominant predictive variables. Bayesian probabilistic analysis further revealed that cohesion exhibited the highest uncertainty contribution, followed by internal friction angle and pore water pressure ratio. Scenario-based inference demonstrated that elevated pore water pressure and reduced shear strength conditions substantially increased posterior instability probability. The integrated ANN–BBN framework provides a structured and interpretable methodology for combining predictive modeling with probabilistic reasoning in uncertainty-aware slope stability assessment under complex geotechnical conditions.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149234516","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-10-21DOI: 10.1007/s12517-026-12610-4
Akram S. Pathan, Milind L. Waikar, Aditya P. Nilawar
Rapid urbanization substantially alters watershed hydrology by increasing impervious surfaces, resulting in higher runoff volumes, greater peak discharges, and shorter runoff response times. The objective of this study was to investigate the influence of total subarea imperviousness (TSIA), effective subarea imperviousness (ESIA), and directly connected subarea imperviousness (DCSIA) on total runoff depth (Qt), peak runoff depth (Qp) and lag time (Tlag) under varying storm return periods, peak ratios, and rainfall durations using the Storm Water Management Model (SWMM), for three urban development scenarios (2016–2020, 2021–2025, and 2026–2030) in the Bidkin industrial catchment of the Delhi–Mumbai Industrial Corridor (DMIC), Maharashtra, India.
The study catchment (3179.1 ha.) was divided into 42 subcatchments with six drainage outlets for detailed hydrological simulation. Spatial variations in urbanization were quantified using three imperviousness indicators, and three runoff variables. Regression analysis demonstrated strong relationships between imperviousness indicators and runoff variables, with coefficient of determination (R²) values ranging from 0.952 to 0.997 for total runoff depth and from 0.20 to 0.60.
for peak runoff depth. The results suggest that, in the selected subareas, the average TSIA values were 31.65%, 40.78%, and 25.57% for Phases I, II, and III, respectively, indicating phase-wise variations in imperviousness. Higher TSIA was generally associated with greater total and peak runoff, whereas higher ESIA was associated with shorter lag times. Peak runoff and lag time also varied with rainfall peak ratio and storm duration. The phase-wise variations in imperviousness performance showed peak runoff and lag time generally increased across the entire catchment. The proposed SWMM–imperviousness framework provides a practical decision-support tool for industrial catchment planning, stormwater infrastructure design, and urban runoff mitigation across three development-phase scenarios.
{"title":"SWMM-based multi-phase assessment of urbanization impacts on rainfall-runoff dynamics using impervious surface metrics in an industrial catchment","authors":"Akram S. Pathan, Milind L. Waikar, Aditya P. Nilawar","doi":"10.1007/s12517-026-12610-4","DOIUrl":"10.1007/s12517-026-12610-4","url":null,"abstract":"<div><p>Rapid urbanization substantially alters watershed hydrology by increasing impervious surfaces, resulting in higher runoff volumes, greater peak discharges, and shorter runoff response times. The objective of this study was to investigate the influence of total subarea imperviousness (TSIA), effective subarea imperviousness (ESIA), and directly connected subarea imperviousness (DCSIA) on total runoff depth (Q<sub>t</sub>), peak runoff depth (Q<sub>p</sub>) and lag time (T<sub>lag</sub>) under varying storm return periods, peak ratios, and rainfall durations using the Storm Water Management Model (SWMM), for three urban development scenarios (2016–2020, 2021–2025, and 2026–2030) in the Bidkin industrial catchment of the Delhi–Mumbai Industrial Corridor (DMIC), Maharashtra, India.</p><p>The study catchment (3179.1 ha.) was divided into 42 subcatchments with six drainage outlets for detailed hydrological simulation. Spatial variations in urbanization were quantified using three imperviousness indicators, and three runoff variables. Regression analysis demonstrated strong relationships between imperviousness indicators and runoff variables, with coefficient of determination (R²) values ranging from 0.952 to 0.997 for total runoff depth and from 0.20 to 0.60.</p><p>for peak runoff depth. The results suggest that, in the selected subareas, the average TSIA values were 31.65%, 40.78%, and 25.57% for Phases I, II, and III, respectively, indicating phase-wise variations in imperviousness. Higher TSIA was generally associated with greater total and peak runoff, whereas higher ESIA was associated with shorter lag times. Peak runoff and lag time also varied with rainfall peak ratio and storm duration. The phase-wise variations in imperviousness performance showed peak runoff and lag time generally increased across the entire catchment. The proposed SWMM–imperviousness framework provides a practical decision-support tool for industrial catchment planning, stormwater infrastructure design, and urban runoff mitigation across three development-phase scenarios.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149234515","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-10-20DOI: 10.1007/s12517-026-12607-z
Sufiyan Ahmad, Chih-Wei Lu
Rainfall-induced failures of reinforced earth (RE) walls pose significant risks to highway infrastructure in monsoon-prone regions, especially where permeable embankment fills overlie low-permeability soft foundations. This study addresses the geological significance of the laterite soft clay stratigraphic interface as a dominant hydro-geological control in such failures. This forensic study examines the basal sliding and outward rotational collapse of an RE wall along National Highway 66 (NH-66) at Kooriyad, Kerala, during intense monsoon rainfall in May 2025, following a record 702.8 mm of pre-monsoon precipitation (+ 132% above normal) and a concentrated 220 mm deluge over 72 h. Integrating field reconnaissance, laboratory testing, and coupled transient seepage slope stability analyses, the investigation reconstructs the failure mechanism. Evidence reveals a strong hydraulic contrast between the lateritic embankment fill and underlying soft clay that promoted deep-seated basal instability rather than surficial erosion or overtopping, with shallow groundwater conditions. Transient seepage modeling demonstrates rapid matric suction loss in the fill and persistent excess pore-water pressure buildup at the fill–foundation interface due to poor drainage through the clay (foundation permeability kₛ = 1.0 × 10⁻⁷ m/s), with excess pore-water pressures reaching 120–160 kPa at the fill–foundation interface. Time-dependent slope stability analyses show progressive effective stress reduction and shear resistance loss, causing basal sliding and outward rotation of the RE wall. The global factor of safety declined by ~ 13% during the event, reaching a critical minimum of 0.37 at approximately 48 h (from an initial 0.42), aligning with the observed collapse timing, aligning with the observed collapse timing. A novel dimensionless Hydro-Mechanical Degradation Index (HMDI) is introduced to quantify rainfall-driven hydro-mechanical degradation, incorporating pore-pressure buildup, permeability contrast, and reinforcement effects. HMDI shows strong inverse correlation with factor of safety and effectively signals instability onset, with HMDI exceeding 5.6 during the critical 48–72 h failure period. The findings underscore the critical influence of hydraulic contrast and transient groundwater response on RE wall performance on soft ground. This framework enables back-analysis of similar basal stability failures in high-rainfall areas and informs performance-based design and remediation for embankments in high-rainfall areas.
{"title":"Novel hydro-mechanical degradation index for basal sliding and slope stability of RE walls","authors":"Sufiyan Ahmad, Chih-Wei Lu","doi":"10.1007/s12517-026-12607-z","DOIUrl":"10.1007/s12517-026-12607-z","url":null,"abstract":"<div><p>Rainfall-induced failures of reinforced earth (RE) walls pose significant risks to highway infrastructure in monsoon-prone regions, especially where permeable embankment fills overlie low-permeability soft foundations. This study addresses the geological significance of the laterite soft clay stratigraphic interface as a dominant hydro-geological control in such failures. This forensic study examines the basal sliding and outward rotational collapse of an RE wall along National Highway 66 (NH-66) at Kooriyad, Kerala, during intense monsoon rainfall in May 2025, following a record 702.8 mm of pre-monsoon precipitation (+ 132% above normal) and a concentrated 220 mm deluge over 72 h. Integrating field reconnaissance, laboratory testing, and coupled transient seepage slope stability analyses, the investigation reconstructs the failure mechanism. Evidence reveals a strong hydraulic contrast between the lateritic embankment fill and underlying soft clay that promoted deep-seated basal instability rather than surficial erosion or overtopping, with shallow groundwater conditions. Transient seepage modeling demonstrates rapid matric suction loss in the fill and persistent excess pore-water pressure buildup at the fill–foundation interface due to poor drainage through the clay (foundation permeability kₛ = 1.0 × 10⁻⁷ m/s), with excess pore-water pressures reaching 120–160 kPa at the fill–foundation interface. Time-dependent slope stability analyses show progressive effective stress reduction and shear resistance loss, causing basal sliding and outward rotation of the RE wall. The global factor of safety declined by ~ 13% during the event, reaching a critical minimum of 0.37 at approximately 48 h (from an initial 0.42), aligning with the observed collapse timing, aligning with the observed collapse timing. A novel dimensionless Hydro-Mechanical Degradation Index (HMDI) is introduced to quantify rainfall-driven hydro-mechanical degradation, incorporating pore-pressure buildup, permeability contrast, and reinforcement effects. HMDI shows strong inverse correlation with factor of safety and effectively signals instability onset, with HMDI exceeding 5.6 during the critical 48–72 h failure period. The findings underscore the critical influence of hydraulic contrast and transient groundwater response on RE wall performance on soft ground. This framework enables back-analysis of similar basal stability failures in high-rainfall areas and informs performance-based design and remediation for embankments in high-rainfall areas.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149234469","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-10-20DOI: 10.1007/s12517-026-12612-2
Manu Raj Sharma, Sukeshi Priya, Anand Shankar, Ashish Kumar
A warming trend across the globe, primarily driven by anthropogenic factors, has affected densely populated developing nations selectively, based on their resilience capacity and economic strength. Bihar is primarily an agrarian state of eastern India, where regional impacts of climate change have manifested themselves in altering the thermo-hydrological regime in terms of intensity and seasonality. The present study examines the spatial and temporal trends in temperature (1940–2024) in the state of Bihar. The analysis was conducted on both annual and seasonal scales using ERA5 reanalysis data (1940–2024) at 0.25° x 0.25° resolution for all 38 districts of Bihar. It also investigates temporal patterns and trends in actual and potential evapotranspiration based on gap-filled Terra-MODIS 8-day composite data for the period 2002–2024. The study employed a suite of analytical tools, including descriptive statistics (mean, standard deviation, coefficient of variation), trend detection methods (Modified Mann–Kendall test, Sen’s slope estimator), and spatial mapping to investigate long-term temperature averages, variability, and trends across Bihar. Findings reveal that southwestern districts such as Arwal, Aurangabad, Gaya, and Patna consistently record the highest annual mean temperatures and exhibit the most pronounced warming trajectories. In contrast, northeastern districts like Kishanganj, Araria, and Supaul remain relatively cooler and show minimal warming. Seasonal breakdowns highlight a decline in winter cold extremes, increased pre-monsoon variability in eastern regions, and a steady rise in monsoon temperatures across the southwest. Collectively, the data confirm a clear warming trend in Bihar, impacting the soil moisture and evapotranspiration trends. The water balance is tightly coupled to the monsoon cycle, with surplus, while the highest crop water stress occurs in the pre-monsoon phase, making irrigation indispensable. These climatic shifts threaten Bihar’s agriculture by altering crop phenology, increasing evapotranspiration, and intensifying seasonal water stress, thereby affecting food and water security. They also escalate the state’s vulnerability to recurrent floods, pre-monsoon droughts, public health risks, and intensify socio-economic instability. This study recommends that Bihar develop its own climate adaptation plans to address these hydrological challenges.
{"title":"The Grey Rhino of climate change: a climate chronicle of warming and surface moisture changes in Bihar (1940–2024)","authors":"Manu Raj Sharma, Sukeshi Priya, Anand Shankar, Ashish Kumar","doi":"10.1007/s12517-026-12612-2","DOIUrl":"10.1007/s12517-026-12612-2","url":null,"abstract":"<div><p>A warming trend across the globe, primarily driven by anthropogenic factors, has affected densely populated developing nations selectively, based on their resilience capacity and economic strength. Bihar is primarily an agrarian state of eastern India, where regional impacts of climate change have manifested themselves in altering the thermo-hydrological regime in terms of intensity and seasonality. The present study examines the spatial and temporal trends in temperature (1940–2024) in the state of Bihar. The analysis was conducted on both annual and seasonal scales using ERA5 reanalysis data (1940–2024) at 0.25° x 0.25° resolution for all 38 districts of Bihar. It also investigates temporal patterns and trends in actual and potential evapotranspiration based on gap-filled Terra-MODIS 8-day composite data for the period 2002–2024. The study employed a suite of analytical tools, including descriptive statistics (mean, standard deviation, coefficient of variation), trend detection methods (Modified Mann–Kendall test, Sen’s slope estimator), and spatial mapping to investigate long-term temperature averages, variability, and trends across Bihar. Findings reveal that southwestern districts such as Arwal, Aurangabad, Gaya, and Patna consistently record the highest annual mean temperatures and exhibit the most pronounced warming trajectories. In contrast, northeastern districts like Kishanganj, Araria, and Supaul remain relatively cooler and show minimal warming. Seasonal breakdowns highlight a decline in winter cold extremes, increased pre-monsoon variability in eastern regions, and a steady rise in monsoon temperatures across the southwest. Collectively, the data confirm a clear warming trend in Bihar, impacting the soil moisture and evapotranspiration trends. The water balance is tightly coupled to the monsoon cycle, with surplus, while the highest crop water stress occurs in the pre-monsoon phase, making irrigation indispensable. These climatic shifts threaten Bihar’s agriculture by altering crop phenology, increasing evapotranspiration, and intensifying seasonal water stress, thereby affecting food and water security. They also escalate the state’s vulnerability to recurrent floods, pre-monsoon droughts, public health risks, and intensify socio-economic instability. This study recommends that Bihar develop its own climate adaptation plans to address these hydrological challenges.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149234470","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The Bidou prospect is a mildly‒known gold district in the Nyong Complex (Cameroon) with active artisanal alluvial mining operations. There is limited and disputed research on the origin of this placer gold deposit. Integrated alluvial gold morphology and microchemistry, and bulk stream sediments geochemistry were investigated through combined scanning electron microscopy (SEM)‒energy dispersive spectrometry (EDS), electron microprobe analysis (EMPA) and inductively coupled plasma mass spectrometry (ICP‒MS) techniques respectively, to preliminarily decrypt the gold deposit type and prospective sources in the Bidou area. The heavy mineral assemblage in the stream sediments comprises rutile, ilmenite, ilmenorutile, zircon, garnet, kyanite, monazite and gold. The grains morphology ranges from angular, folded, hooked, elongated to sub‒rounded shapes, indicating limited transport distances and proximal source rocks. The gold grains are associated with primary quartz, pyrite, rutile, K‒feldspar and kyanite inclusions. The gold grains are characterized by extremely high Au (97.367 ‒ 100 wt%) and fineness (995 ‒ 1000) values, and low Ag (0 ‒ 0.502 wt%), Cu (0 ‒ 0.23 wt%) and Ni (0 ‒ 0.002 wt%) contents, within limited ranges, suggesting a homogeneous or limited primary sources. The gold composition, primary mineral inclusions and Ag‒Au‒Cu x 10 discrimination plot collectively suggest a potential primary hydrothermal‒orogenic (Archean lode) gold mineralization in the Bidou prospect. Quartz, pyrite and rutile inclusions, coupled with Cr and Ni in the gold could preliminarily imply a quartz‒sulphide vein‒type gold, potentially emplaced by the interaction between gold‒rich hot reducing hydrothermal ore fluids with mafic lithologies in the Bidou area.
{"title":"Placer gold provenance in the Bidou area, Nyong Complex (Cameroon): constraints from heavy mineral assemblage and alluvial gold microchemistry","authors":"Brice Kamguia Woguia, Gus Djibril Kouankap Nono, Bertrand Kehding Fomekong, Nicoline Kibong Fontem, Alex Duclo Shanel Sepwouo Sawouo, Hermine Mvodo","doi":"10.1007/s12517-026-12623-z","DOIUrl":"10.1007/s12517-026-12623-z","url":null,"abstract":"<div><p>The Bidou prospect is a mildly<b>‒</b>known gold district in the Nyong Complex (Cameroon) with active artisanal alluvial mining operations. There is limited and disputed research on the origin of this placer gold deposit. Integrated alluvial gold morphology and microchemistry, and bulk stream sediments geochemistry were investigated through combined scanning electron microscopy (SEM)‒energy dispersive spectrometry (EDS), electron microprobe analysis (EMPA) and inductively coupled plasma mass spectrometry (ICP‒MS) techniques respectively, to preliminarily decrypt the gold deposit type and prospective sources in the Bidou area. The heavy mineral assemblage in the stream sediments comprises rutile, ilmenite, ilmenorutile, zircon, garnet, kyanite, monazite and gold. The grains morphology ranges from angular, folded, hooked, elongated to sub<b>‒</b>rounded shapes, indicating limited transport distances and proximal source rocks. The gold grains are associated with primary quartz, pyrite, rutile, K‒feldspar and kyanite inclusions. The gold grains are characterized by extremely high Au (97.367 ‒ 100 wt%) and fineness (995 ‒ 1000) values, and low Ag (0 ‒ 0.502 wt%), Cu (0 ‒ 0.23 wt%) and Ni (0 ‒ 0.002 wt%) contents, within limited ranges, suggesting a homogeneous or limited primary sources. The gold composition, primary mineral inclusions and Ag<b>‒</b>Au<b>‒</b>Cu x 10 discrimination plot collectively suggest a potential primary hydrothermal‒orogenic (Archean lode) gold mineralization in the Bidou prospect. Quartz, pyrite and rutile inclusions, coupled with Cr and Ni in the gold could preliminarily imply a quartz‒sulphide vein‒type gold, potentially emplaced by the interaction between gold<b>‒</b>rich hot reducing hydrothermal ore fluids with mafic lithologies in the Bidou area.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149189837","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-10-17DOI: 10.1007/s12517-026-12621-1
Alex Mota dos Santos, Carlos Fabricio Assunção da Silva, Fabrizia Gioppo Nunes, Gisele Daiane Pinha, Clayton Alexandre do Amaral
Aims: This study analyzed the spatiotemporal distribution, interannual variability, and recurrence of burned areas across land-use and land-cover (LULC) classes in the Brazilian Cerrado from 2019 to 2024. The main objective was to evaluate how fire regimes interact with natural and human-modified landscapes to support territory-oriented management strategies. Methods: Using MapBiomas Fire (Col. 4.1) and LULC (Col. 10.1) datasets, we quantified burned proportions across LULC types using R (terra package) and QGIS. Statistical analyses included descriptive statistics, the non-parametric Mann-Kendall test for temporal trends, interannual variance, and pixel-based binary summation to map spatial fire recurrence. Results: Burned areas predominated in native vegetation: savannas (~ 52.8%) and wetlands (~ 19.5%), followed by grasslands (~ 9.1%), while forest formations and pasturelands each accounted for approximately 5.5% of the total burned area. Fire increased significantly in Soybean, Rice, Cotton, and Mosaics of Uses, with a sharp spike in 2024 for savannas and forests, coinciding with extreme dry-season thermal anomalies. High-recurrence hotspots were concentrated in ecotonal zones, particularly in the Ilha do Bananal and surrounding Indigenous Lands, driven by high fuel accumulation and anthropogenic ignitions. Conclusions: Fire in the Cerrado is structural but increasingly threatens fire-sensitive ecosystems like forests and wetlands. Mapping fire recurrence directly operationalizes Integrated Fire Management (IFM) by prioritizing early prescribed burns, optimizing firebreak and brigade placement, aligning intercultural burning calendars with indigenous communities, and establishing protection protocols for vulnerable habitats.
目的:分析2019 - 2024年巴西塞拉多不同土地利用和土地覆盖(LULC)类型的毁林面积的时空分布、年际变化和复发率。主要目的是评估火灾制度如何与自然和人为改变的景观相互作用,以支持面向领土的管理战略。方法:使用MapBiomas Fire (Col. 4.1)和LULC (Col. 10.1)数据集,我们使用R (terra package)和QGIS对不同类型LULC的燃烧比例进行量化。统计分析包括描述性统计、时间趋势的非参数Mann-Kendall检验、年际方差和基于像素的二值求和来映射空间火灾复发。结果:被烧毁面积以原生植被为主,分别为稀树草原(~ 52.8%)和湿地(~ 19.5%),其次为草原(~ 9.1%),林场和草地各占总被烧毁面积的5.5%左右。大豆、水稻、棉花和马赛克用途的火灾显著增加,热带稀树草原和森林的火灾在2024年急剧增加,与极端旱季的热异常相吻合。高复发热点集中在经济地带,特别是在Ilha do Bananal和周围的土著土地,这是由高燃料积累和人为点火驱动的。结论:塞拉多的火灾是结构性的,但越来越多地威胁到森林和湿地等对火灾敏感的生态系统。绘制火灾重现地图可以通过优先考虑早期规定的焚烧、优化防火屏障和消防队的部署、使不同文化间的焚烧日历与土著社区保持一致,以及建立脆弱栖息地的保护协议,直接实施综合火灾管理(IFM)。
{"title":"Dynamics and recurrence of fire in the Brazilian Cerrado: spatial patterns, land cover drivers, and implications for integrated fire management","authors":"Alex Mota dos Santos, Carlos Fabricio Assunção da Silva, Fabrizia Gioppo Nunes, Gisele Daiane Pinha, Clayton Alexandre do Amaral","doi":"10.1007/s12517-026-12621-1","DOIUrl":"10.1007/s12517-026-12621-1","url":null,"abstract":"<div><p>Aims: This study analyzed the spatiotemporal distribution, interannual variability, and recurrence of burned areas across land-use and land-cover (LULC) classes in the Brazilian Cerrado from 2019 to 2024. The main objective was to evaluate how fire regimes interact with natural and human-modified landscapes to support territory-oriented management strategies. Methods: Using MapBiomas Fire (Col. 4.1) and LULC (Col. 10.1) datasets, we quantified burned proportions across LULC types using R (<i>terra</i> package) and QGIS. Statistical analyses included descriptive statistics, the non-parametric Mann-Kendall test for temporal trends, interannual variance, and pixel-based binary summation to map spatial fire recurrence. Results: Burned areas predominated in native vegetation: savannas (~ 52.8%) and wetlands (~ 19.5%), followed by grasslands (~ 9.1%), while forest formations and pasturelands each accounted for approximately 5.5% of the total burned area. Fire increased significantly in Soybean, Rice, Cotton, and Mosaics of Uses, with a sharp spike in 2024 for savannas and forests, coinciding with extreme dry-season thermal anomalies. High-recurrence hotspots were concentrated in ecotonal zones, particularly in the Ilha do Bananal and surrounding Indigenous Lands, driven by high fuel accumulation and anthropogenic ignitions. Conclusions: Fire in the Cerrado is structural but increasingly threatens fire-sensitive ecosystems like forests and wetlands. Mapping fire recurrence directly operationalizes Integrated Fire Management (IFM) by prioritizing early prescribed burns, optimizing firebreak and brigade placement, aligning intercultural burning calendars with indigenous communities, and establishing protection protocols for vulnerable habitats.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s12517-026-12621-1.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149189838","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-10-15DOI: 10.1007/s12517-026-12614-0
Om Swaroop Mohanty, Senthil Nathan D, Sridharan M, Harikrishnan S
Trace metal accumulation in marine sediments is a significant environmental concern due to their prolonged residence times, toxicity, and potential ecological impacts. This study investigated the distribution, pollution status, ecological risk, and source apportionment of trace metals in shelf surface sediments off the southeast coast of India. A set of 35 surface sediments was analysed for sediment texture, organic matter (OM), and concentrations of Fe, Cr, Co, Zn, Ni, Pb, Cd, Cu, Ba, V, and Mn. The sediments were predominantly muddy sand to slightly muddy sand in texture, and OM ranged from 1.05% to 2.65%. The minimum and maximum concentrations of Fe: 1.38–6.33 wt%, Cr (7.24-169.95 ppm), Co (2.79–29.64 ppm), Zn (2.85–44.89 ppm), Ni (13.17–53.74 ppm), Pb (12.20-38.25 ppm), Cd (0.22–4.10 ppm), Cu (22.04–80.48 ppm), Ba (18.71-567.15 ppm), V (15.87-121.39 ppm), and Mn (75.24-1239.49 ppm). Average concentrations of Pb, Cu, and Cd were higher than the upper continental crust (UCC) values. Various contamination indices (Contamination factor, degree of contamination, modified degree of contamination, and geoaccumulation index) indicate substantial Cd contamination, moderate Pb contamination, and no Cu contamination. Ecological risk indices further revealed that Cd posed an extremely high ecological risk, whereas Pb and Cu posed a moderate risk, and the remaining metals showed negligible risk. The Pollution Load Index (PLI) is < 1, indicating a baseline level of pollution. Pearson’s correlation revealed that fine-grained sediments primarily control metal concentrations, whereas OM exerted a secondary influence. However, three potential sources: lithogenic (54%), mixed lithogenic-anthropogenic (25%), and maritime-related activities (21%) were identified using principal component analysis with absolute principal component scores (PCA-APCS). The PCA findings are broadly consistent with Pearson’s correlation and Q-mode cluster analyses.
{"title":"Pollution status, ecological risk, and source apportionment of trace metals in shelf surface sediments off the southeast coast of India","authors":"Om Swaroop Mohanty, Senthil Nathan D, Sridharan M, Harikrishnan S","doi":"10.1007/s12517-026-12614-0","DOIUrl":"10.1007/s12517-026-12614-0","url":null,"abstract":"<div><p>Trace metal accumulation in marine sediments is a significant environmental concern due to their prolonged residence times, toxicity, and potential ecological impacts. This study investigated the distribution, pollution status, ecological risk, and source apportionment of trace metals in shelf surface sediments off the southeast coast of India. A set of 35 surface sediments was analysed for sediment texture, organic matter (OM), and concentrations of Fe, Cr, Co, Zn, Ni, Pb, Cd, Cu, Ba, V, and Mn. The sediments were predominantly muddy sand to slightly muddy sand in texture, and OM ranged from 1.05% to 2.65%. The minimum and maximum concentrations of Fe: 1.38–6.33 wt%, Cr (7.24-169.95 ppm), Co (2.79–29.64 ppm), Zn (2.85–44.89 ppm), Ni (13.17–53.74 ppm), Pb (12.20-38.25 ppm), Cd (0.22–4.10 ppm), Cu (22.04–80.48 ppm), Ba (18.71-567.15 ppm), V (15.87-121.39 ppm), and Mn (75.24-1239.49 ppm). Average concentrations of Pb, Cu, and Cd were higher than the upper continental crust (UCC) values. Various contamination indices (Contamination factor, degree of contamination, modified degree of contamination, and geoaccumulation index) indicate substantial Cd contamination, moderate Pb contamination, and no Cu contamination. Ecological risk indices further revealed that Cd posed an extremely high ecological risk, whereas Pb and Cu posed a moderate risk, and the remaining metals showed negligible risk. The Pollution Load Index (PLI) is < 1, indicating a baseline level of pollution. Pearson’s correlation revealed that fine-grained sediments primarily control metal concentrations, whereas OM exerted a secondary influence. However, three potential sources: lithogenic (54%), mixed lithogenic-anthropogenic (25%), and maritime-related activities (21%) were identified using principal component analysis with absolute principal component scores (PCA-APCS). The PCA findings are broadly consistent with Pearson’s correlation and Q-mode cluster analyses.</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"19 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2026-10-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"149176707","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}