A method for identifying micro-eroded grooves in uplift areas
An identification method, a technology of erosion trenches, applied in seismology, instruments, measuring devices, etc., can solve problems such as inability to show obvious, difficult to identify in seismic exploration, etc.
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Embodiment 1
[0068] Taking the micro-eroded trench AA with a width of 456 meters and a depth of 46 meters as an example, firstly, the micro-eroded trench AA is identified according to the identification method described in the embodiment of the present invention, and then a well is drilled on the micro-eroded trench AA 5 mouths.
[0069] Five wells were deployed in different parts (center and side edge) of the micro-eroded trench, and the thickness of the drilled formations were: 46 meters in A1 well, 40 meters in A2 well, 40 meters in A3 well, 22 meters in A4 well, and 22 meters in A5 well. Well 10 meters. It can be seen that after implementing the identification method provided by the embodiment of the present invention, the coincidence rate of the thickness of the drilled micro-erosion groove and the prediction reaches 100%.
Embodiment 2
[0071] Taking the micro-eroded trench BB with a width of 298 meters and a depth of 40 meters as an example, firstly, the micro-eroded trench BB is identified according to the identification method described in the embodiment of the present invention, and then a well is drilled on the micro-eroded trench BB Bit 1 mouthful. Well B1 was deployed in the center of the eroded trench and encountered a formation thickness of 40 meters. It can be seen that after implementing the identification method provided by the embodiment of the present invention, the coincidence rate of the thickness of the drilled micro-erosion groove and the prediction reaches 100%.
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