Channel improvement dam body internal erosion detection, monitoring and early warning method based on three-dimensional tomography
A three-dimensional tomography and dam body technology, which is applied to the analysis of materials, measurement devices, permeability/surface area analysis, etc., can solve the problems of structures being buried by sand and water, and achieve reliable detection and save computing resources.
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Embodiment 1
[0048]This embodiment discloses a method for detection, monitoring and early warning of erosion inside a waterway regulation dam body based on three-dimensional tomography, see figure 1 , is the flow chart of this method, specifically comprises the following steps:
[0049] 1) Select the detection area on the surface of the waterway regulation dam body and the nearby area, and drill some potential exploration wells in the detection area, and some potential exploration wells are distributed in a network; where, see figure 2 , some of the potential exploration wells include vertical wells and inclined wells, the depth of the vertical wells and inclined wells all run through the foundation of the waterway regulation dam body; the diameter of the potential exploration wells is 20-75mm, to reduce the impact on the dam body structure Influence; the soil samples of different depths are collected in the process of drilling the potential exploration well, and the porosity, resistivity...
Embodiment 2
[0078] The waterway improvement dam selected in this embodiment is an inland waterway Xiatiaoding dam, the crest width of the dam is 3m, the top length is 10m, the slope ratio of the front and back water surfaces is 1:1.5, and the dam height is 5m. The slope ratio of the dam root is 1:2.5. The surface of the dam body and the surrounding areas are classified as the area to be detected, and the vertical spacing of the dam crest is 2m, and the horizontal spacing of 1m is arranged to detect the well pattern, and the dam crest is surrounded by double rows of wells with a spacing of 50mm, such as figure 2 shown. Among them, the middle area is set as a vertical well, and the edge is set as a 45° inclined well based on the slope ratio, with a diameter of 50mm and a well depth of 0.5m beyond the dam foundation. The vertical well spacing is 0.5m and the inclined well spacing is 0.25m. Potential detection electrodes are buried and regrouting deal with.
[0079] Through a series of dis...
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