Hydrogeochemical analysis and assessment of mine water quality in Tangjiahui mining area, Inner Mongolia, China

Wang, Shidong; Tang, Hongwei; Shi, Lei; Ji, Liu; Yang, Zhibin; Zhu, Hongjun; Xu, Feng; Zhu, Kaipeng; Fan, Jun; Fang, Gang

doi:10.1007/s12665-022-10205-2

Cited by 4 publications

(2 citation statements)

References 28 publications

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“…According to the water quality analysis results in Table 2 , the ion concentrations of Na + , Ca 2+ , Cl − , and SO 4 2− are high, and the water hardness is high. The pH is 7.20, indicating the water is close to neutral, the salinity is over 1000 mg/L, and the mine water is classified as having a high mineralization degree [ 16 ].…”

Section: Methodsmentioning

confidence: 99%

“…The water quality analysis of seven seepage wells in the Zibo mining area shows that the content of pyrite in coal is high, and some coal mine water in the Xinwen mining area has a high mineralization degree. According to a survey of 38 coal mines in the Shanxi, Huanglong, Shendong, and Ningdong mining areas [ 14 , 15 , 16 ], experimental research [ 17 , 18 , 19 , 20 ], and literature reviews [ 21 , 22 ], mine water in these regions has a high mineralization degree. Based on the actual properties of mine water from the Ningdong base, Bian et al [ 23 ] put forward a development direction for treating mine water with a high mineralization degree that focuses on overcoming technical difficulties such as reasonable site selection, equipment integration, and safety guarantee.…”

Section: Introductionmentioning

confidence: 99%

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Analysis of Hardening Characteristics of Aged Concrete Prepared with Highly Mineralized Mine Water—A Mine in the Ordos Mining Area Is Taken as an Example

et al. 2023

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In order to study the hardening characteristics and formation mechanism of concrete prepared with highly mineralized mine water (which is called CMW for short), four mineralized mine water mixtures with different dosages (25%, 50%, 75%, and 100%) were prepared, and concrete specimens were made using coal-based solid waste (gangue and fly ash) as the aggregate and aged for a 70 d long-age test. Strength tests, scanning electron microscopy (SEM), and X-ray diffraction (XRD) measurements were performed to determine the relationship between the hardening strength and aging time. The hardening mechanism was studied based on the changes in the characteristic composition and microstructure. The results showed that, compared with the two-stage hardening in σC seen in conventional concrete prepared with ground purified water, drinking water, or surface water (which is called CN-MW for short), σC in our experiments had three-stages. The stages included a growth period (0~28 d), in which σC of the 28 d concrete samples prepared with mine water dosages of 25%, 50%, 75%, and 100% increased by 18.0%, 36.4%, 57.2%, and 72.7%, respectively, compared with that of CN-MW; a rapid decline period (28~56 d), in which σC at 56 d decreased by 47.7%, 43.2%, 36.0%, and 30.5%, respectively, and finally, the stable period (56~70 d~long-age), in which the strength σC remained stable. The mechanisms of the hardening characteristics were different from those of CN-MW in the three stages. In the first stage (0~28 d), Friedel’s salt and more ettringite were generated by the secondary hydration reaction, which filled the internal pores of the specimens and thus improved the compactness and σC. In the second stage (28~56 d), the amount of Friedel’s salt and ettringite further increased, the crystals inside the specimens expanded, and macroscopic cracks appeared on the specimen surface, thus leading to the decrease in σC. In the third stage (56~70 d~long-age), the amount of Friedel’s salt and ettringite plateaued, and σC entered a stable stage, decreasing by 52.5%, 47.8%, 40.4%, and 36.8%, respectively, compared with that of the specimens prepared without mine water. The hardening time of CMW was 42 d longer than that of conventional CN-MW, the hardening strength decreased significantly, and the σC at the final setting time was much lower than that of CN-MW. Our research results provide a reference for the filling strength design of coal mine rock stratum control.

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Section: Methodsmentioning

confidence: 99%