Structural discrimination indexes of ordovician limestone top filling zones and determination method
A technology of structure discrimination and determination method, which is applied in earth cube drilling, wellbore/well components, soil material testing, etc. It can solve the problems of large human subjective factors and lack of quantitative index determination methods, etc., and achieves wide application range and easy operation , obtain the effect of simple method
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[0058] Embodiment 1: The structure identification index: drilling unit water inflow q, downhole water discharge Q, and permeability coefficient K. The specific steps are as follows:
[0059] 1. Obtaining the index of water influx q per drilling unit: Ground drilling comprehensively determines the development termination depth of the filling zone according to the core taking rate, flushing fluid consumption and the degree of mud development. It is determined that the lithology taking rate is less than 50%, and the end depth of argillaceous development is the end depth of the development of the filling zone; thus, the interval of the pumping test is determined to be the interval from entering Ordovician ash to this depth, calculated according to formula (1) The q value of this layer;
[0060] 2. Obtaining the Q index of downhole water discharge: conduct water discharge test on downhole boreholes, record the water discharge volume of the interval every 2m; for the previous underground...
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