Network of Excellence in TrainingKick Tolerance... Kick Tolerance– At the end of this lecture YOU will be able to: concept of the casing design process, lithological column, predicted po
Trang 1Network of Excellence in Training
Kick Tolerance
Trang 2Kick Tolerance
– Lecture Objectives, – Definition,
– Gas Behaviour, – Before Circulation, – Gas at Half Way up the Hole, – Gas at Surface,
– Gas Volume at Casing, – Gas Volume at TD, – Example,
– Drilling Kick Tolerance.
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– At the end of this lecture YOU will be able to:
concept of the casing design process,
lithological column, predicted pore pressures and fracture gradients, are given
Trang 4Kick Tolerance
– It is defined as the maximum kick size which can be
circulated out without fracturing the previous casing shoe,
– It can also be defined as the maximum allowable pore
pressure at next TD or maximum mud weight that can be
without fracturing the previous casing shoe
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– Gas is highly compressible It’s volume depends on both
pressure and temperature.
– Boyles Law:
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• Gas behaviour;
– Imagine two tubes full of mud One tube is open to the
atmosphere and one is closed,
0
Open
0
Closed
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• Gas behaviour;
of mud One is open to the atmosphere and one is closed,
Trang 9Gas pressure = 5000 psi.
Trang 10In a real well, the hole will
be fractured when gas is at surface.
BHP = 5000 + 5000 = 10000 psi.
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• Gas behaviour;
– Hence gas expansion must be allowed to reduce wellbore
pressure This is the basis of well kill methods,
– Gas expansion is carried out in a controlled manner by
manipulating the choke at surface.
Gas
Trang 13TD
Trang 14Kick Tolerance
Px = Pf - Pg - (TD - H - CSD ) ρ m * 0.052
(ppg)
Trang 15– Ca = capacity between pipe and hole.
– FG(fracture gradient) and its the max pressure at shoe.
G - ) ρm 052
0 (
Pf) 0.052
* CSD
* (FG CSD)
(TD ρm
*
0.052 H
*
− +
−
=
• Gas Volume at Casing Shoe;
Trang 16– P1 = Fracture pressure at shoe, (psi),
– P 2 = Formation pressure at next TD, (psi),
– The value of V2 is the circulation kick tolerance in bbls.
Trang 175” drillpipe from surface to TD
Ca = 0.0459 bbl/ft
Trang 18* 17000
* (14 0.052)
* 4500 1
* (16 14500)
7000 1
-( 5 4 1
* 0.052 H
.
*
=
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– The following minimum kick tolerance must be
maintained for routine drilling operations:
Trang 21Kick Tolerance
concept of the casing design process,
lithological column, predicted pore pressures and fracture gradients, are given
Trang 22Network of Excellence in Training
Kick Tolerance
End of Lecture