Groundwater sustainability in hard rock aquifers is compromised largely due to nitrate contamination from anthropogenic sources resulting in diminishing potable resources and attendant health issues. A purpose-driven study through an integrated approach was undertaken in the area of interest (hard rock aquifer) to assess the variations in nitrate concentration and resultant health impacts in response to variations in monsoon and land use patterns. Groundwater samples (n = 284) were collected for a period of three years (2017-2019) and analysed. From the analytical data, it is inferred that 27% and 9% of groundwater samples in the study area have high NO values of > 45 mg/l and > 100 mg/l, respectively. NO contamination zones mapping illustrates that NOcontaminated area (> 45 mg/l) varied seasonally 1164 km (2017), 1086 km (2018) and 1640 km (2019)) and high-risk area (NO > 100 mg/l) has reduced drastically during 2018 due to dilution by monsoon (277 km (2017), 41 km (2018), 634 km (2019)). The lowest NO and Clconcentrations are recorded during 2018 which coincides with high rainfall (2061 mm). NO concentrations in response to land use pattern indicate that the hot spots (NO > 45 mg/l and > 100 mg/l) are observed in groundwater samples of residential areas which are vulnerable to contamination from domestic wastewater, septic tanks and other pollutants. Further, wastewater infiltration facilitated the dissolution of certain minerals in the unsaturated zone which enhanced the accumulation of NO and other ions in this aquifer. Mineral weathering, denitrification and evaporation processes also affected the groundwater chemistry. The health risk model (HQ) indicates that groundwater in 1261 km (2017), 1232 km (2018) and 1669 km (2019) is unsuitable for drinking (HQ > 1) and causes adverse health risks to the local inhabitants. The study has identified areas from the central and southeastern regions significantly affected by nitrate pollution underpinning the necessity of using treated groundwater for drinking purposes.
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http://dx.doi.org/10.1007/s10653-023-01497-9 | DOI Listing |
Sci Rep
December 2024
School of Minging and Geomatics Engineering, Hebei University of Engineering, Handan, 10076, China.
The height of the water-conducting fracture zones (WCFZ) is crucial for ensuring safe coal mining beneath aquifers, particularly considering the secondary development of the WCFZ in upper seams due to repeated mining in close distance coal seams. Accurately predicting this height is essential for mine safety, groundwater protection, and optimal coal resource use. This study compiles extensive measured data from various mining areas in China to analyze the coupling relationship between the WCFZ development height and six influencing factors: mining thickness, mining depth, coal seam spacing, hard rock lithology ratio, and the slope length of working face.
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December 2024
College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, 266590, China.
The Layered Composite Roof Structure (LCRS) is a common bearing structure consisting of multiple layers of rock above a coal seam, and the energy stored in this structure plays an important role in the occurrence of rockburst. Few studies have been conducted on the theoretical modeling of energy storage in LCRS. This study theoretically developed a bending energy storage model for LCRS under three conditions, and the theoretical model was verified by simulation and experimental data.
View Article and Find Full Text PDFGeobiology
December 2024
Department of Geography and Geology, Institute of Geological Sciences, Jagiellonian University, Kraków, Poland.
In freshwater lakes and rivers, cyanobacteria belonging to the family Leptolyngbyaceae bore > 1 mm deep into limestone pebbles by dissolving carbonate at the tip of their 3-8 μm-thick filaments. The abundance of these borings decreases downward while it is so high at the rock surface that micrometric debris is formed. Moreover, the disintegrated material on the pebbles' surface can be easily removed, for instance, when pebbles are grinding against each other due to wave or current action or when insect larvae settle and scratch loosened grains from the surface while constructing their cases.
View Article and Find Full Text PDFPLoS One
December 2024
School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo, China.
Materials (Basel)
December 2024
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China.
The issue of slope stability in earthquakes has become increasingly prominent with the construction of many infrastructure projects such as highways, bridges, and tunnels. To explore the dynamic response characteristics of bedding rock slopes in an earthquake, the three-dimensional dynamic finite-difference method (TDD-FDM) in this study is used to establish simplified rock slope models, taking a bedding rock slope with alternatively distributed soft and hard rock layers in Yunnan, China as a prototype. The dynamic response mechanism of layered rock slopes containing different thicknesses, locations, and quantities of soft rock layers was studied under different excitation directions of seismic waves.
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