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The geological and underground water data during construction are combined to correct the water inrush model parameters.
The assessment of the water inrush model adopted in the system is tested in water inrush cases in the auxiliary tunnel in Jinping II Hydropower Station.
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Considering the above weaknesses, the paper established a floor water inrush mechanical model based on triaxial seepage experiments, analyzed the main influence factors and the ultimate destruction forms of the rock specimens, studied the stress condition when the floor water inrush occur, and put forward the practical criterion on floor water inrush.
In this paper, a new methodology is proposed using experimental data for obtaining a time-model based on inrush currents.
Therefore, single crack extension mechanical model of floor water inrush can be established according to laboratory triaxial seepage experiment, as shown in Fig. 4.
The main contribution of this paper consists of providing a model that accurately reproduces the inrush and steady state currents of single-phase transformers, offering the unique ability to analyze several severity levels of turn to turn faults.
During this research, GIS is introduced into the specialized model of risk assessment of the water inrush.
Two plans for mitigating water inrush during shaft construction are proposed based on the models of the spatial distribution of fractures and potential paths of flowing groundwater to the shaft.
Firstly, to obtain minimum safety thickness of rock wall of tunnel face, a simplified model for simulating the whole process of water inrush disasters is established.
The results showed that water inflow increases logarithmically with the coal seam thickness, increases as a power function with the permeability coefficient of the coal seam, and increases linearly with the coal seam burial depth and the head pressure; The evaluation model for the factors of coal seam water inrush was gained by using nonlinear regression analysis with SPSS.
(3) The water inrush mechanical mechanism is obtained through analyzing the water inrush mechanical model.
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