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Re: vineseeker2 post# 9233

Monday, 11/09/2009 12:37:46 PM

Monday, November 09, 2009 12:37:46 PM

Post# of 10911
I would adjust the TD to get the needed rat hole under the pay zone, if I knew there was nothing below. Not because of $600k per day but to be able to lift cement behind the pipe to cover the pay zone.

Cement is heavy and you can only lift it so far before it starts going back into a porous zone, breaking it down. And if you don't have a good bond above and below that zone, any treatment will go up/down the hole instead of into the zone.

John
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