Experimental study on the flow behaviour of water-sand mixtures in fractured rock specimens
The study of flow behaviour of water-sand mixtures in fractured rocks is of great necessity to understand the producing mechanism and prevention of water inrush and sand gushing accidents. A self-developed seepage test system is used in this paper to conduct laboratory experiments in order to study...
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| Published in | International journal of mining science and technology Vol. 31; no. 3; pp. 377 - 385 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier B.V
01.05.2021
Elsevier |
| Subjects | |
| Online Access | Get full text |
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| Abstract | The study of flow behaviour of water-sand mixtures in fractured rocks is of great necessity to understand the producing mechanism and prevention of water inrush and sand gushing accidents. A self-developed seepage test system is used in this paper to conduct laboratory experiments in order to study the influence of the particle size distribution, the void ratio, and the initial mass of Aeolian sand on the flow behavior. It is concluded that the water flow velocity is insensitive to the initial mass of the Aeolian sand but increases with the power exponent in the Talbot formula and the specimen height. The outflow of the Aeolian sand increases with the power exponent in the Talbot formula, the specimen height, and the initial mass of the Aeolian sand. Besides, the outflow of the Aeolian sand changes exponentially with the water flow velocity. Finally, it is found that the fractured specimen has a maximum sand filtration capacity beyond which the outflow of the Aeolian sand significantly increases with the initial mass of the Aeolian sand. |
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| AbstractList | The study of flow behaviour of water-sand mixtures in fractured rocks is of great necessity to understand the producing mechanism and prevention of water inrush and sand gushing accidents. A self-developed seepage test system is used in this paper to conduct laboratory experiments in order to study the influence of the particle size distribution, the void ratio, and the initial mass of Aeolian sand on the flow behavior. It is concluded that the water flow velocity is insensitive to the initial mass of the Aeolian sand but increases with the power exponent in the Talbot formula and the specimen height. The outflow of the Aeolian sand increases with the power exponent in the Talbot formula, the specimen height, and the initial mass of the Aeolian sand. Besides, the outflow of the Aeolian sand changes exponentially with the water flow velocity. Finally, it is found that the fractured specimen has a maximum sand filtration capacity beyond which the outflow of the Aeolian sand significantly increases with the initial mass of the Aeolian sand. |
| Author | Zhang, Boyang Li, Zhenhua He, Qingyuan Lin, Zhibin |
| Author_xml | – sequence: 1 givenname: Boyang surname: Zhang fullname: Zhang, Boyang organization: School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China – sequence: 2 givenname: Qingyuan surname: He fullname: He, Qingyuan email: 5783@cumt.edu.cn organization: State Key Laboratory of Coal Resources and Safe Mining, School of Mines, China University of Mining and Technology, Xuzhou 221116, China – sequence: 3 givenname: Zhibin surname: Lin fullname: Lin, Zhibin organization: School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China – sequence: 4 givenname: Zhenhua surname: Li fullname: Li, Zhenhua organization: School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China |
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| Keywords | Water inrush and sand gushing accidents Fractured specimens Seepage flow of water-sand mixtures Sand filtration capacity |
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| SubjectTerms | Fractured specimens Sand filtration capacity Seepage flow of water-sand mixtures Water inrush and sand gushing accidents |
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| Title | Experimental study on the flow behaviour of water-sand mixtures in fractured rock specimens |
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