Kick Tolerance method and requirements
26 September 2016 Hello all,I would like to pose this question about kick tolerance. Mainly I would like to know which is the method that your companies use, is the the pore pressure + kick intensity, mud weight + kick intensity or the transitional kick tolerance approach?
What are your thoughts on which one is the more efficient method to use during the design of the well?
Also, i would like to have an idea on which is the minimum kick tolerance that the companies you have worked on use, specially for production sections.
Thanks a lot!
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