A prediction and early warning method of piping development based on dynamic tomographic scanning
A technology of tomographic scanning and piping, which is applied in the field of formation lithology, geological structure and geophysical exploration, can solve the problems of lack of monitoring data and piping quantitative relationship, and achieve the effect of precise positioning and improvement
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Embodiment 1
[0060] see figure 1 The present embodiment discloses a method for predicting and early warning of piping development based on dynamic tomographic scanning, which includes the following steps:
[0061] 1) Interpret the progressive erosion mechanism of the aquifer and the dynamic response law of the seepage field; interpret the relationship between the aquifer parameters and hydraulic elements in the process of piping development; interpret the influence of the autocorrelation and cross-correlation of aquifer parameters on the data time series response ;
[0062] 2) Automatically identify the subdivision of the aquifer at the base of the embankment, and use the mass conservation, momentum conservation and energy conservation in the process of material transport to explain the relationship between water flow and particle motion in different subdivisions;
[0063] 3) Arranging monitoring wells in the monitoring area to collect monitoring data: arranging monitoring wells in the mo...
Embodiment 2
[0108] The main steps of this example are the same as those of Example 1. Further, an aquifer area of 40m×60m is selected as the study area and numerically modeled, and the permeability coefficient distribution of the aquifer is characterized by the tomographic scanning method. It is assumed that there is a high head area on the left boundary of the model, which is the water level boundary in the embankment, and a seepage field from left to right is simulated. The unit grid is divided into the solution domain enclosed by the boundary. The grid is square and the scale is 1m×1m. A total of 56 monitoring electrodes are arranged, and 6 discharge-reception test plans are preset. The grid division is as follows figure 2 shown.
[0109] The mean value, variance and relative scale of the internal structure of the embankment are specified, and the piping development process is simulated through multi-source response data. Set the simulation step size to 1 day, and display the devel...
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