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Investigation of the effect of mineralogical and petrographic properties of coal surrounding rocks in the zonguldak basin on grindability and excavability 宗宗达盆地煤围岩矿物学和岩石学性质对可磨性和可挖性影响的研究
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-22 DOI: 10.1007/s12517-025-12360-9
Çağrı Aldı, Olgay Yaralı

This study investigated the effects of mineralogical and petrographic properties of 11 coal surrounding rock samples (sandstone and siltstone) from the Zonguldak Basin on their grindability and excavability. The average grain sizes of abrasive minerals and textural strength coefficient values were determined through petrographic analysis. The Hardgrove Grindability Index (HGI) and Bond Work Index (BWI) tests were conducted to evaluate grindability and excavability, respectively. Strong correlations were established between petrographic parameters and mechanical properties. BWI showed R2 values of 0.89 and 0.51 with grain size (d) and Textural Strength Coefficient (TSC), respectively, while HGI demonstrated R2 values of 0.77 and 0.66 with the same parameters. As grain size increased from 0.07 to 0.67 mm, HGI values decreased from 112.1 to 65.0, and BWI values increased from 13.23 to 21.08 kWh/t. These findings provide the first comprehensive correlation analysis between petrographic characteristics and energy-based excavation indices for coal surrounding rocks in the Zonguldak Basin, offering valuable insights for mining operations and equipment selection.

研究了宗乌尔达克盆地11个煤围岩(砂岩和粉砂岩)的矿物学和岩石学性质对其可磨性和可采掘性的影响。通过岩石学分析确定了磨料矿物的平均粒度和结构强度系数值。采用Hardgrove磨削指数(HGI)和Bond Work Index (BWI)试验分别评价了岩石的可磨性和可挖性。岩石学参数与力学性能之间存在较强的相关性。BWI与晶粒尺寸(d)和织构强度系数(TSC)的R2分别为0.89和0.51,HGI在相同参数下的R2分别为0.77和0.66。随着晶粒度从0.07 mm增加到0.67 mm, HGI值从112.1降低到65.0,BWI值从13.23增加到21.08 kWh/t。研究结果首次全面分析了宗宗达盆地煤围岩岩相特征与能量挖掘指标之间的相关性,为煤围岩的开采作业和设备选择提供了有价值的见解。
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引用次数: 0
Impact of dam on downstream channel planform and morphology: case of Mukutmanipur dam on Kangsabati river, Eastern India 大坝对下游河道平台和形态的影响——以印度东部康萨巴蒂河慕库曼普尔大坝为例
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-22 DOI: 10.1007/s12517-025-12356-5
Dipendu Pal, Manjari Bhattacharji

The present research work aims to document the changes in channel planform and morphology consequent to the commissioning of Mukutmanipur dam on the Kangsabati river in 1974 using a temporal database consisting of district maps, topographical sheets of the Survey of India, and landsat images for the period 1921–2018. The data sets have been analyzed using various GIS techniques, mapping, and field investigation. For assessing the changes, the stretch of the channel under investigation has been divided into three reaches and 24 segments. The results highlight the significant impact of the dam on each and every parameter of the study. The entire channel sinuosity index (SI) increased to 1.80 in the post-dam year (1988) from 1.72 in the pre-dam year (1921). Similarly, the braiding index (BI) value and B-W ratio of the entire channel increased to 1.75 and 2.35 in the post-dam years 1988 and 1978, respectively. So, the impact is noted immediately after the commissioning of the dam, particularly in the alluvial tract of the river, while bedrock tracts of the river remain unaffected. No significant changes in the selected planform parameters are noted thereafter. Hence, the downstream impact of the dam is seemingly short-lived. The study area is located in a densely populated area of west Bengal, where the marginalized people are dependent on various river-based economic activities. Therefore, a thorough study of the regional regime of river dynamic processes becomes essential. From this perspective, such a study is highly significant.

目前的研究工作旨在利用一个由地区地图、印度调查地形图和1921-2018年期间的陆地卫星图像组成的时间数据库,记录1974年康萨巴蒂河上穆库特曼普尔大坝开通后河道平台和形态的变化。使用各种GIS技术、制图和实地调查对数据集进行了分析。为了评估变化,调查的河段被划分为三个河段和24个河段。结果突出了大坝对研究的每一个参数的显著影响。整个河道弯曲度指数(SI)由建坝前(1921年)的1.72增加到建坝后(1988年)的1.80。在坝后的1988年和1978年,整个河道的编织指数(BI)值和B-W比分别增加到1.75和2.35。因此,在大坝投入使用后,影响立即被注意到,特别是在河流的冲积带,而河流的基岩带没有受到影响。此后,所选平台参数没有明显变化。因此,大坝对下游的影响似乎是短暂的。研究区域位于西孟加拉邦人口稠密的地区,边缘人群依赖于各种以河流为基础的经济活动。因此,深入研究河流动力过程的区域动态变得至关重要。从这个角度来看,这样的研究是非常有意义的。
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引用次数: 0
CMIP6 model-based projections in temperature and rainfall for Ludhiana district of Punjab, India 基于CMIP6模式的印度旁遮普邦卢迪亚纳地区的温度和降雨预估
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-22 DOI: 10.1007/s12517-025-12349-4
Jaspreet Singh, Navneet Kaur, Sukhjeet Kaur,  Prabhjyot-Kaur, Raj Setia

The study has been planned to project the climate change under different SSP scenarios by evaluating the performance of different bias removal methods for the Ludhiana district situated in central region of Punjab using sACCESS-CM2 model. For this purpose, the daily global data for maximum temperature, minimum temperature and rainfall by the end of twenty-first century were downloaded from NASA Earth Exchange Global Daily Downscaled Projections (NEX-GDDP-CMIP6) using outputs of ACCESS-CM2 model under four SSP scenarios (SSP 126, SSP 245, SSP 370 and SSP 585) which was further extracted for the for Ludhiana district of Punjab using the GIS software. The bias correction was performed by dividing the observed and model climate data into calibration and validation sets. The bias correction of extracted model data (maximum temperature, minimum temperature and rainfall) was done by developing correction functions (using a model and observed data from (Meinshausen, and Meinshausen, 1970) to 2000) from different bias correction methods. These correction functions were used to correct the model data from 2001–2023 which was validated against the observed data for same period. Thereafter, statistical evaluation of these methods was done to check the performance and efficiency in improving the accuracy of climate projections. The best bias correction method was selected for further correction of future data under different scenarios. The results indicated that performance of the linear scaling method was good than other methods as indicated by less error and more efficiency values. It was followed by quantile mapping and difference method. The projections showed that maximum temperature projected to rise significantly under future SSP scenarios, with SSP585 showing more annual increase of 3.1 °C compared to SSP126 (+ 2 °C). Among the different seasons, the maximum temperature during kharif, rabi, monsoon, winter, pre-monsoon and post monsoon seasons are expected to rise under different scenarios by 2.7 to 4.1 °C, 2.5 to 3.4 °C, 3 to 4.4 °C, 0.9 to 1.9 °C, 1.6 to 3.1 °C and 1.8 to 2 °C, respectively under the different climate change scenarios. Monthly trends indicate notable increases in summer months, particularly in June 4.3 °C and September 4.3 °C and winter months showing 3.6 to 3 °C rise. Minimum temperature shows projected rise with SSP585 showing more annual increase 4.2 °C compared to SSP126 2.7 °C. Among the different seasons, the minimum temperature during kharif, rabi, monsoon, winter, pre-monsoon and post monsoon seasons are expected to rise under different scenarios by 3.3 to 5 °C, 1.9 to 3.3 °C, 3.7 to 5.4 °C, 1.7 to 3.3 °C, 1.9 to 3.5 °C and 2.6 to 3.8 °C respectively under the different climate change scenarios. Monthly trends indicate notable increases in summer months, particularly in June 4.3 °C and September 4.6 °C and winter months showing 3 to 3.2 °C rise. Rainfall is projected to increase with SSP58

该研究计划通过使用sACCESS-CM2模型评估旁遮普中部卢迪亚纳地区不同偏差去除方法的性能,预测不同SSP情景下的气候变化。为此,利用ACCESS-CM2模型在四个SSP情景(SSP 126、SSP 245、SSP 370和SSP 585)下的输出,从NASA Earth Exchange global daily Downscaled Projections (nex - gdp - cmip6)中下载了21世纪末全球最高气温、最低气温和降雨量的每日数据,并利用GIS软件进一步提取了旁遮普Ludhiana地区的最高气温、最低气温和降雨量。偏差校正是通过将观测数据和模式气候数据分成校准集和验证集来完成的。提取的模型数据(最高温度、最低温度和降雨量)的偏差校正是通过从不同的偏差校正方法中开发校正函数(使用(Meinshausen, and Meinshausen, 1970)到2000的模型和观测数据)来完成的。利用这些校正函数对2001-2023年的模型数据进行校正,并与同期观测数据进行验证。随后,对这些方法进行了统计评价,以检验其在提高气候预估精度方面的性能和效率。选择最佳偏置校正方法,对不同情景下的未来数据进行进一步校正。结果表明,线性标度法具有误差小、效率值高的优点。其次是分位数映射和差分法。预估结果表明,在未来SSP情景下,SSP585的最高气温预估显著上升,SSP126(+ 2℃)比SSP585高3.1℃。不同季节中,不同气候变化情景下的最高气温分别升高2.7 ~ 4.1℃、2.5 ~ 3.4℃、3 ~ 4.4℃、0.9 ~ 1.9℃、1.6 ~ 3.1℃和1.8 ~ 2℃。月度趋势表明,夏季月份气温显著上升,特别是6月和9月气温分别上升4.3°C和4.3°C,冬季月份气温上升3.6至3°C。与SSP126 2.7°C相比,SSP585的最低温度预测上升了4.2°C。不同季节中,不同气候变化情景下的最低气温分别上升3.3 ~ 5℃、1.9 ~ 3.3℃、3.7 ~ 5.4℃、1.7 ~ 3.3℃、1.9 ~ 3.5℃和2.6 ~ 3.8℃。月度趋势表明,夏季气温显著上升,特别是6月上升4.3℃和9月上升4.6℃,冬季气温上升3 ~ 3.2℃。预计SSP585的降雨量将增加,年增幅为+ 99毫米,高于SSP126的+ 58.4毫米。在不同的季节中,不同气候变化情景下,刈季、斋月、季风、冬季、季风前和季风后季节的降雨量预计分别变化+ 72.3 ~ + 221.8 mm、-15.1 ~ + 22.1 mm、+ 44.1 ~ + 205.3 mm、-11.8 ~ + 4.7 mm、+ 6.8 ~ + 38 mm和-13.3 ~ -4.1 mm。未来气候将变得更加温暖和干燥,极端事件将更加强烈;未来降雨将变得更加季节性,季风盈余将加剧,季风后和冬季降雨将减少。
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引用次数: 0
Unveiling surface water potential and water-resilient strategies in Odisha’s largest peninsular river for sustainable water management in East Central India: a GIS-based water quality process modelling for achieving Sustainable Development Goals (SDGs) 揭示印度中东部奥里萨邦最大的半岛河流的地表水潜力和水弹性战略,以实现可持续水管理:基于gis的水质过程模型,实现可持续发展目标(SDGs)
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-22 DOI: 10.1007/s12517-025-12365-4
Abhijeet Das

Water is the most important requirement for any living thing's survival and nourishment. Sustainable surface water development stands out as a contemporary problem for rising worldwide populations, particularly in pressured riverine arid and semi-arid regions. The inhabitants of the Mahanadi Basin settlement depend only on surface water for household and agricultural needs due to groundwater scarcity and contamination. In this current investigation, sixteen water quality parameters and a total of nineteen surface water testing locations were collected and used as the dataset. The research spans a three-year (2021–2024) evaluation of water quality. However, resource management and environmental sustainability are greatly impacted by the rapid changes in land use and urbanization, especially in developing nations. Faster and cheaper control is required due to the real-world impact of low water quality. With this motivation, the present study therefore intends to examine the surface water’s physicochemical and geochemical composition for domestic and agricultural suitability using integrated approaches such as the geographical information system (GIS), drinking water quality index (D-WQI), entropy (E/X)-WQI, stepwise weight assessment ratio analysis (SWARA/I)-WQI, WASPAS (weighted aggregated sum product assessment)—TOPSIS (technique for order of preference by similarity to ideal solution), symbolized as (WT), and machine learning (ML) techniques such as random forest (RF), support vector machine (SVM), and extreme gradient boosting (XGBoost) models. Additionally, this study examines the spatiotemporal dynamics of land use land cover (LULC) from 2021 and projects trends to 2024. The pH of water samples was slightly alkaline at all locations. The concentration of cations and anions in water was in the order of Ca2+ > Mg2+ > Na+ > K+, and Cl > SO42− > NO3 > F, respectively. However, challenges such as elevated TC, EC, and hardness in water samples that exceed the permissible limit across the testing period necessitate targeted interventions. The D-WQI was found to vary between 23.70 and 96.09. The results indicated that 68.42 and 15.79% of water locations fall in the excellent to good class, thereby making them appropriate for irrigation as well as household use. The entropy index result showed that saltwater intrusion had a significant impact on eleven sample locations. The detailed analysis of E-WQI revealed that 42% of samples were fit for drinking purposes. Regarding the overall suitability of surface water for drinking and domestic use, the I-WQI values revealed that 36.84 and 26.32% were found to have poor water quality and thus are unsuitable for human consumption. Localized quality hotspots were identified using weighted overlay analysis in GIS, revealing locations such as U-(9), (2), (19), and (8) that were

水是任何生物生存和营养的最重要的需求。可持续的地表水开发是当今世界人口增长的一个突出问题,特别是在压力较大的河流干旱和半干旱地区。由于地下水短缺和污染,Mahanadi盆地的居民仅依靠地表水来满足家庭和农业需求。本次调查共收集了16个水质参数和19个地表水监测点作为数据集。该研究为期三年(2021-2024),对水质进行了评估。然而,资源管理和环境可持续性受到土地利用和城市化的快速变化的极大影响,特别是在发展中国家。由于低水质对现实世界的影响,需要更快、更便宜的控制。基于这一动机,本研究拟利用地理信息系统(GIS)、饮用水水质指数(D-WQI)、熵(E/X)-WQI、逐步权重评价比率分析(SWARA/I)-WQI、加权总和产品评价(WASPAS) -TOPSIS(理想溶液相似性偏好排序技术)、符号为(WT),以及机器学习(ML)技术,如随机森林(RF)、支持向量机(SVM)和极端梯度增强(XGBoost)模型。此外,本研究还考察了2021年土地利用和土地覆盖的时空动态,并预测了到2024年的趋势。所有地点的水样pH值均呈微碱性。水中阳离子和阴离子的浓度依次为:Ca2+ >; Mg2+ > Na+ > K+; Cl−> SO42−> NO3−> F−。然而,在整个测试期间,水样中TC、EC和硬度的升高超过了允许的限度,因此需要有针对性的干预措施。D-WQI在23.70 ~ 96.09之间。结果表明,68.42%和15.79%的水源地处于优至良等级,既适合灌溉,也适合家庭使用。熵指数结果表明,海水入侵对11个样点有显著影响。对E-WQI的详细分析显示,42%的样本适合饮用。就地表水的整体饮用和生活适宜性而言,I-WQI值显示,36.84%和26.32%的地表水水质较差,不适合人类饮用。利用GIS中的加权叠加分析确定了局部质量热点,揭示了如U-(9)、(2)、(19)和(8)等严重退化的位置,如WT方法所示。这支持了有关不受控制的工业废水排放污染水体的报告。结合SVM、RF和XGBoost三种机器学习算法,验证了对基于SWARA技术的WQI的预测。结果表明,当XGBoost与随机搜索相结合时,预测性能最好。该研究的地表水质量方法使用水化学特征作为输入变量,已被证明既实用又负担得起。它们对规划和管理水资源也很有帮助。根据LULC的数据,牧场(- 4.62%)和建筑面积(- 0.84%)出现了负面变化,而树木(+ 3.91%)、水(+ 0.21%)、作物(+ 0.77%)和裸地(+ 0.14%)在2021年至2024年间出现了积极变化。总体而言,研究结果表明,大多数地方的河水可以安全饮用。因此,建议至少每三年进行一次水质检测,以减少污染和潜在的健康风险,并评估灌溉的适宜性。这些发现有助于提高我们对预测水质指标的认识,有助于有效管理水资源,并有助于适应气候变化的努力。通过包括处理设施、排水基础设施升级和污染物排放法律在内的战略干预措施,该框架为公用事业和城市规划者提供了制定有针对性的地表水质量恢复政策所需的基本信息。图形抽象
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引用次数: 0
Provenance studies of stream sediments based on geochemistry and multivariate statistics: implications for gold exploration in the central part of Tanzania 基于地球化学和多元统计的水系沉积物物源研究:对坦桑尼亚中部金矿找矿的启示
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-22 DOI: 10.1007/s12517-025-12361-8
Benatus Norbert Mvile, Mahamuda Abu, John Desderius Kalimenze

The source of the gold (Au) in the Au-bearing stream sediments within the central parts of Tanzania is poorly constrained. Hence, this study aims to elucidate the sources of these Au-bearing sediments and gold using whole-rock geochemistry of stream sediments and multivariate statistics. From the CIA values, the sediments are weakly weathered and compositionally immature, considering the ICV and Fe/K values, under humid climatic conditions. The source ratio proxies: Th/Sc, Th/U, Cr/Th, La/Sc, and Th/Cr, indicate a felsic igneous rock source. The discriminant plots show intermediate and mafic rocks, while the multivariate indicates a dominant mafic source rock with 40.35% relative to 18.70% extraction variance for felsic rocks. The Au, however, does not associate with mafic rocks (Ni, Co, V, and Cr) or felsic rocks (Th, Sr, Rb, and K), with all these independent parameters revealing a > 0.05 p-value from the multilinear regression model (MLM). The study will recommend the use of a multi-method approach in the search for Au within the central parts of Tanzania, where soil/rock geochemistry is combined with stream sediment geochemistry and the data processed using multivariate statistics together with machine learning methods, e.g., artificial neural network.

坦桑尼亚中部含金水系沉积物中金(Au)的来源尚不清楚。因此,本研究旨在利用水系沉积物全岩地球化学和多元统计方法,阐明这些含金沉积物和金的来源。从CIA值来看,在潮湿气候条件下,考虑到ICV和Fe/K值,沉积物是弱风化的,成分不成熟。烃源比指标Th/Sc、Th/U、Cr/Th、La/Sc、Th/Cr显示为长英质火成岩烃源。判别图显示中基性岩为主,多元图显示基性岩为主,提取方差为40.35%,而长英质岩提取方差为18.70%。而Au与基性岩(Ni, Co, V, Cr)和长英质岩(Th, Sr, Rb, K)没有关联,所有这些独立参数在多元线性回归模型(MLM)中显示出>; 0.05的p值。该研究将建议在坦桑尼亚中部地区寻找Au时使用多方法方法,将土壤/岩石地球化学与河流沉积物地球化学相结合,并使用多元统计和机器学习方法(例如人工神经网络)处理数据。
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引用次数: 0
Experimental investigation on the mechanisms of lime-bentonite reactions 石灰-膨润土反应机理的实验研究
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-13 DOI: 10.1007/s12517-025-12337-8
Fatima Gueridi, Zohra Derriche

Lime treatment has long been used in construction for its cost-effectiveness and simplicity. In clay soils, lime induces chemical reactions that enhance workability and reduce plasticity, followed by gradual strength development. Despite extensive research on clay–lime interactions, the mechanisms behind these transformations remain partly unclear. This study focuses on the fundamental process driving strength gain. Bentonite samples were treated with lime and with other reagents, calcium chloride, barium chloride, and sodium hydroxide, chosen for their potentially similar behavior (electrolyte concentration and pH increase). Changes in plasticity, grain size distribution (GSD), and strength were assessed and compared to gain insight into the lime–clay mechanisms of reaction. A dispersing agent was also used to test the durability of lime-induced effects. Results revealed all additives reduced liquid limit, indicating increased floc size with additive content. However, only lime significantly raised the plastic limit, confirming persistence of the flocs that formed. GSD analyses showed lime caused fine clay particles to cluster, with cluster size growing with curing time. These lime-induced clusters remained intact, unlike those formed by other reagents, which broke down under manipulation or dispersant exposure. Crucially, only lime led to measurable strength development. Findings suggest clay–lime reactions begin with a resilient flocculation, followed by a slow chemical process that produces cementitious bonds within clusters. Other reagents appear to act through reversible electrostatic effects. The study also shows that low lime content fails to trigger the reaction, as the conditions of the pore water chemistry favor dispersion over flocculation. The short-term stability of lime–clay formed flocs observed in this study is attributed to an early clay–lime chemical reaction whose nature is inconclusively explained until today.

由于其成本效益和简单性,石灰处理长期以来一直用于建筑中。在粘土中,石灰引起化学反应,提高和易性,降低塑性,随后强度逐渐发展。尽管对粘土-石灰相互作用进行了广泛的研究,但这些转变背后的机制仍部分不清楚。本研究的重点是驱动强度增加的基本过程。膨润土样品用石灰和其他试剂处理,如氯化钙、氯化钡和氢氧化钠,选择它们的潜在相似行为(电解质浓度和pH值增加)。评估和比较了塑性、粒度分布(GSD)和强度的变化,以深入了解石灰-粘土的反应机制。还使用了一种分散剂来测试石灰诱导效果的持久性。结果表明,各添加剂均降低了液限,表明随着添加剂含量的增加,絮团粒径增大。然而,只有石灰显著提高了塑料极限,证实了形成的絮凝体的持久性。GSD分析表明,石灰使粘土颗粒形成团簇,团簇大小随养护时间的延长而增大。这些由石灰引起的团簇保持完整,不像其他试剂形成的团簇,在操作或分散剂暴露下会分解。至关重要的是,只有石灰能带来可测量的强度发展。研究结果表明,粘土-石灰反应始于弹性絮凝,随后是一个缓慢的化学过程,在簇内产生胶凝键。其他试剂似乎通过可逆静电效应起作用。研究还表明,低石灰含量不能触发反应,因为孔隙水的化学条件有利于分散而不是絮凝。本研究中观察到的石灰-粘土形成的絮凝体的短期稳定性归因于早期的粘土-石灰化学反应,其性质直到今天才得到明确的解释。
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引用次数: 0
Mechanical analysis and displacement calculation of casing deformation caused by natural fracture’s shear slip 天然裂缝剪切滑移引起套管变形的力学分析与位移计算
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-13 DOI: 10.1007/s12517-025-12343-w
Zeng Mingyong

This study investigates shear deformation of the casing during shale gas well fracturing through mechanical analysis and deformation calculations. We evaluated casing deformation induced by natural fracture shear slip, critical slip activation conditions, and key factors governing casing shear stress and deformation. The results demonstrate that elevated fluid pressure within natural fractures increases both the shear stress on the casing and the range of fracture approach angles favorable for shear activation. Consequently, this elevates the likelihood of shear-activated fractures and the associated risk of casing shear deformation. And maximum shear stress occurs within fracture approach angles of 30–45° and their supplementary range. For wellbores intersecting well-developed natural fractures, maintaining fluid pressure below the critical shear strength threshold during hydraulic fracturing operations mitigates casing deformation risks by preventing induced shear slip. Shear stress of the casing is positively correlated with horizontal in situ stress difference, natural fracture length, and the Young’s modulus and Poisson’s ratio of the cement sheath and casing. Conversely, it is negatively correlated with the Young's modulus and Poisson's ratio of the formation rock, the friction coefficient, and casing wall thickness. Variations in the Young's modulus and Poisson's ratio of the casing material itself exhibit minimal impact on casing shear stress. Using cement possessing a low Young’s modulus and a low Poisson’s ratio for well cementation effectively mitigates casing shear failure. Higher Young’s modulus and Poisson’s ratio values in the formation rock result in reduced casing deformation displacement. Conversely, greater horizontal in situ stress differences and longer natural fracture lengths increase deformation displacement. Within the fracture approach angle range of 0–180°, casing shear deformation exhibits a bimodal distribution, with maxima occurring within the 30–60° range and its supplementary angular interval. Geo-mechanical instability induced by in situ stresses within naturally fractured shale reservoirs constitutes the primary cause of casing deformation. At direct intersections between well trajectories and natural fractures, maintaining a distance from the fracture central zone is advised to minimize induced shear displacement. These findings provide a theoretical foundation for understanding casing shear failure stress-deformation characteristics, elucidating governing mechanisms, and guiding deformation prevention and control strategies.

通过力学分析和变形计算,研究了页岩气井压裂过程中套管的剪切变形。评估了天然裂缝剪切滑移引起的套管变形、临界滑移激活条件以及控制套管剪切应力和变形的关键因素。结果表明,天然裂缝内流体压力的升高既增加了套管的剪切应力,也增加了有利于剪切激活的裂缝接近角范围。因此,这增加了剪切激活裂缝的可能性以及套管剪切变形的相关风险。最大剪应力出现在裂缝接近角30 ~ 45°及其补充范围内。对于与发育良好的天然裂缝相交的井筒,在水力压裂作业中,通过防止诱发剪切滑移,将流体压力保持在临界剪切强度阈值以下,可以降低套管变形风险。套管剪切应力与水平地应力差、天然裂缝长度、水泥环与套管的杨氏模量和泊松比呈正相关。相反,它与地层岩石的杨氏模量和泊松比、摩擦系数和套管壁厚呈负相关。套管材料本身的杨氏模量和泊松比的变化对套管剪切应力的影响最小。使用具有低杨氏模量和低泊松比的水泥进行固井可以有效地减轻套管剪切破坏。地层岩石的杨氏模量和泊松比值越高,套管变形位移越小。相反,较大的水平地应力差和较长的天然裂缝长度会增加变形位移。在0 ~ 180°裂缝进近角范围内,套管剪切变形呈双峰分布,最大变形出现在30 ~ 60°及其补充角区间内。在天然裂缝性页岩储层中,地应力诱发的地球力学失稳是造成套管变形的主要原因。在井眼轨迹与天然裂缝的直接相交处,建议与裂缝中心区保持一定距离,以尽量减少诱发剪切位移。这些研究结果为理解套管剪切破坏应力-变形特征、阐明控制机制、指导变形防治策略提供了理论基础。
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引用次数: 0
Drainage basin analysis of Sunai River, Odisha, India: A remote sensing and GIS-based approach 印度奥里萨邦苏奈河流域分析:基于遥感和gis的方法
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-10 DOI: 10.1007/s12517-025-12328-9
Pawan Kumar Gautam, Dhirendra Kumar, Satyajit Sahu, Anoop Kumar Singh

The Sunai River, a right-bank tributary of the Budhabalanga River in Odisha, originates near Siriapal village in Mayurbhanj district and confluences with the Budhabalanga near Dolagohira village in Baleshwar district, Odisha. The basin, categorized as a 7th order system, covers an area of 1,432.26 kmand a basin length of 63.63 km. The mean stream length ratio (14.06) reflects an advanced stage of erosion and high runoff conditions, indicating active fluvial processes. A bifurcation ratio of 3.85 suggests a stable tectonic setting, while a drainage density of 2.27 km/km2 indicates moderate to long overland flow. The drainage texture (6.47) and stream frequency (2.85) point to low infiltration and high surface runoff, increasing susceptibility to erosion. Moreover, the low drainage intensity value (1.25) shows a higher vulnerability to soil erosion, likely exacerbated by sparse vegetation or unconsolidated surface material. Morphometric shape indices form factor (0.35), elongation ratio (0.67), and circulatory ratio (0.35) reveal the basin’s elongated form, which can influence flow concentration and flood risk. The low RHO coefficient (0.15) suggests limited water storage during heavy discharge periods, contributing to flash flood vulnerability. The region exhibits steep slopes and significant elevation variation on the basis of basin relief (1,151 m) and a high relief ratio (18.09). Despite this, the ruggedness number (2.61) reflects a relatively smooth and moderately dissected terrain. The analysis highlights the basin’s dynamic runoff and stream flow behavior, emphasizing the urgent need for integrated and sustainable watershed management strategies to counteract environmental degradation and hydro-geomorphological challenges.

苏奈河是奥里萨邦Budhabalanga河的右岸支流,起源于Mayurbhanj地区的Siriapal村附近,并与奥里萨邦Baleshwar地区dolaghira村附近的Budhabalanga汇合。流域面积1432.26 km2,全长63.63 km,属7级系统。平均流长比(14.06)反映了较早的侵蚀阶段和高径流条件,表明河流过程活跃。分岔比为3.85,表明构造环境稳定;疏水密度为2.27 km/km2,表明中长陆面流发育。排水结构(6.47)和水流频率(2.85)表明低入渗和高地表径流,增加了对侵蚀的敏感性。此外,低排水强度值(1.25)表明对土壤侵蚀的脆弱性较高,可能因植被稀疏或地表松散物质而加剧。形态因子(0.35)、延伸率(0.67)和循环率(0.35)等形态测量指标揭示了流域的伸长形态,影响了流域的流量集中和洪水风险。低RHO系数(0.15)表明在大流量期间储水量有限,增加了山洪脆弱性。在盆地起伏(1151 m)和高起伏比(18.09 m)的基础上,该地区坡度陡,高程变化明显。尽管如此,崎岖度数字(2.61)反映了一个相对光滑和适度解剖的地形。该分析强调了流域的动态径流和水流行为,强调了迫切需要综合和可持续的流域管理战略,以应对环境退化和水文地貌挑战。
{"title":"Drainage basin analysis of Sunai River, Odisha, India: A remote sensing and GIS-based approach","authors":"Pawan Kumar Gautam,&nbsp;Dhirendra Kumar,&nbsp;Satyajit Sahu,&nbsp;Anoop Kumar Singh","doi":"10.1007/s12517-025-12328-9","DOIUrl":"10.1007/s12517-025-12328-9","url":null,"abstract":"<div><p>The Sunai River, a right-bank tributary of the Budhabalanga River in Odisha, originates near Siriapal village in Mayurbhanj district and confluences with the Budhabalanga near Dolagohira village in Baleshwar district, Odisha. The basin, categorized as a 7th order system, covers an area of 1,432.26 km<sup>2 </sup>and a basin length of 63.63 km. The mean stream length ratio (14.06) reflects an advanced stage of erosion and high runoff conditions, indicating active fluvial processes. A bifurcation ratio of 3.85 suggests a stable tectonic setting, while a drainage density of 2.27 km/km<sup>2</sup> indicates moderate to long overland flow. The drainage texture (6.47) and stream frequency (2.85) point to low infiltration and high surface runoff, increasing susceptibility to erosion. Moreover, the low drainage intensity value (1.25) shows a higher vulnerability to soil erosion, likely exacerbated by sparse vegetation or unconsolidated surface material. Morphometric shape indices form factor (0.35), elongation ratio (0.67), and circulatory ratio (0.35) reveal the basin’s elongated form, which can influence flow concentration and flood risk. The low RHO coefficient (0.15) suggests limited water storage during heavy discharge periods, contributing to flash flood vulnerability. The region exhibits steep slopes and significant elevation variation on the basis of basin relief (1,151 m) and a high relief ratio (18.09). Despite this, the ruggedness number (2.61) reflects a relatively smooth and moderately dissected terrain. The analysis highlights the basin’s dynamic runoff and stream flow behavior, emphasizing the urgent need for integrated and sustainable watershed management strategies to counteract environmental degradation and hydro-geomorphological challenges.\u0000</p></div>","PeriodicalId":476,"journal":{"name":"Arabian Journal of Geosciences","volume":"18 11","pages":""},"PeriodicalIF":1.827,"publicationDate":"2025-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145256503","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}
引用次数: 0
Large-scale experimental study on seepage erosion characteristics of the deep alluvial sandy and glacial gravel at Xiaqu hydropower station 下渠水电站深层冲积砂和冰川砾石渗流侵蚀特性的大型试验研究
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-10 DOI: 10.1007/s12517-025-12351-w
Wei Zhou, Rongtao Xie, Bo Zhang, Weibo Wang, Gang Wang

The Xiaqu Hydropower Station is a large hydroelectric project in western China. The right abutment of its dam comprises deep soil strata, with the underlying layers being a glacial gravelly soil layer and an alluvial sandy soil layer. Given that glacial gravel is typically internally unstable soil, significant concerns have been raised regarding the long-term safety against seepage erosion risks. To investigate this, a large-scale seepage apparatus was utilized to study the internal erosion behavior of the glacial soil layer as well as the contact erosion behavior between the alluvial and glacial soil layers under high surcharge pressures. The test results demonstrated that when the hydraulic gradient surpassed 0.1 to 0.2, the glacial soil exhibited pronounced fine particle loss, which corroborated the geometric criteria-based judgment of its internal instability. Moreover, it was found that increasing the surcharge pressure could partially alleviate the extent of internal erosion. In contrast, despite the geometric criteria suggesting a low likelihood of contact erosion, it was, in fact, observed during the large-scale experiments. This was due to the severe internal erosion within the glacial gravel, which altered its gradation and subsequently enlarged the void constrictions. These findings underscore the crucial importance of conducting seepage erosion tests to validate the contact erosion characteristics beyond mere reliance on geometric criteria. The test results thereby provided valuable reference for the selection of seepage erosion control measures and the evaluation of seepage erosion safety for the project.

下渠水电站是中国西部的一个大型水电工程。其坝右坝肩为深土层,下垫层为冰川砂土层和冲积沙土层。考虑到冰川砾石是典型的内部不稳定土壤,人们对其长期安全防范渗水侵蚀风险的担忧日益增加。为此,利用大型渗流仪研究了高附加压力下冰川土层的内部侵蚀行为以及冲积层与冰川土层之间的接触侵蚀行为。试验结果表明,当水力梯度超过0.1 ~ 0.2时,冰川土细颗粒损失明显,印证了基于几何准则对其内部失稳的判断。此外,还发现增加附加压力可以部分缓解内部侵蚀的程度。相比之下,尽管几何标准表明接触侵蚀的可能性很低,但实际上,在大规模实验中观察到了这一点。这是由于冰川砾石内部的严重侵蚀,改变了其层次,随后扩大了空洞的收缩。这些发现强调了进行渗透侵蚀试验以验证接触侵蚀特征的重要性,而不仅仅依赖于几何准则。试验结果为工程渗流侵蚀控制措施的选择和渗流侵蚀安全性评价提供了有价值的参考。
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引用次数: 0
Diagenetic perspectives from C–O–Sr isotopes in Early Cambrian carbonates: implications for reservoir evolution in the Buah Formation, Jabal Akhdar and Huqf regions, Oman 阿曼Jabal Akhdar和Huqf地区早寒武世碳酸盐岩C-O-Sr同位素成岩作用及其对Buah组储层演化的启示
IF 1.827 Q2 Earth and Planetary Sciences Pub Date : 2025-10-10 DOI: 10.1007/s12517-025-12331-0
Arshad Ali, Mohamed El-Ghali, Tomoyuki Shibata, Masako Yoshikawa, Mohamed Moustafa, Iftikhar Abbasi, Leonardo Brandão Nogueira

The Buah Formation, a key carbonate unit within the Huqf Supergroup of Oman, was deposited during the latest Ediacaran to early Cambrian (~ 541–530 Ma) and is well-exposed in the Jabal Akhdar (JA) and Huqf regions. These carbonates offer critical insights into early Cambrian diagenetic processes and serve as valuable records for geochemical and isotopic investigations. Samples from both regions were analyzed for carbon, oxygen, and strontium isotopes, along with elemental ratios using multiple mass spectrometry techniques. JA samples exhibit a broader and more variable range of δ13C and δ18O values compared to the more constrained values in Huqf, reflecting more extensive diagenetic overprinting. Positive δ13C–δ18O correlations in both regions indicate diagenetic alteration by meteoric and/or burial fluids. In the JA section, δ13C values as low as − 8‰ at lower stratigraphic levels likely result from the oxidation of Neoproterozoic organic carbon, releasing 12C-enriched DIC, a signature consistent with the Ediacaran Shuram excursion in the underlying Shuram Formation. Mn/Sr ratios distinguish diagenetic systems, with burial diagenesis and/or organic carbon oxidation dominating in JA, and meteoric diagenesis prevailing in Huqf. Strontium concentrations in Huqf samples range from 20 to 2600 ppm, with most exhibiting uniform 87Sr/86Sr ratios (~ 0.7088), outside typical marine dolomite values. A subset aligns with marine signatures, suggesting mixed Sr sources including terrigenous, hydrothermal, and weathering-derived inputs. Two δ13C-based sample populations (< 0.5‰ and ≥ 0.5‰) in Huqf highlight diagenetic variability with implications for reservoir quality, fluid migration, and source preservation in early Cambrian petroleum systems in Oman.

Buah组是阿曼Huqf超群中一个重要的碳酸盐岩单元,形成于埃迪卡拉晚期至早寒武世(~ 541-530 Ma),在Jabal Akhdar (JA)和Huqf地区发育良好。这些碳酸盐岩为研究早寒武世成岩作用提供了重要的线索,并为地球化学和同位素研究提供了宝贵的记录。使用多重质谱技术分析了来自两个地区的样品的碳、氧和锶同位素,以及元素比。与Huqf样品相比,JA样品的δ13C和δ18O值变化范围更广,反映了更广泛的成岩叠加作用。两个地区的δ13C -δ18O正相关表明成岩作用是由大气和/或埋藏流体造成的。JA剖面下地层δ13C值低至- 8‰,可能是新元古代有机碳氧化所致,释放出富含12c的DIC,与下伏舒拉姆组埃迪卡拉纪舒拉姆偏移相一致。Mn/Sr比值区分成岩系统,JA以埋藏成岩作用和/或有机碳氧化作用为主,Huqf以大气成岩作用为主。Huqf样品中的锶浓度范围为20至2600 ppm,大多数样品具有均匀的87Sr/86Sr比值(~ 0.7088),超出典型的海相白云岩值。一个子集与海洋特征一致,表明混合Sr来源包括陆源、热液和风化源输入。Huqf的两个δ 13c样品群(<; 0.5‰和≥0.5‰)突出了成岩变异性,对阿曼早寒武世含油气系统的储层质量、流体运移和烃源保存具有重要意义。
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引用次数: 0
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Arabian Journal of Geosciences
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