H2S & CO2
Exposure to more 0.05 psi of H2S pressure and CO2 corrosion can lead to failure,
Common practice is the use chromium alloy (casing type L80 or Stainless steel)
To consolidate the hole already drilled, (steel filter cake)
To provide the pressure control integrity to drill ahead.
Formations may affect casing depth (reactive shale)
Directional Problems may alter casing points (drag, torque)
first competent formation which is strong
enough to close in on a kick.
Intermediate casing may also be set for directional
or wellbore stability reasons
type of completion to be used.
The following assumption are made…
A gas influx from TD at the casing point or at TD.
The kicking formation has a pore pressure equal to or greater than the mud hydrostatic.
Shut in casing pressure = MAASP when the top of gas is at the casing shoe, using the drillers method.
Based on these assumptions, we calculate the volume of a gas kick. This is the maximum size of gas influx, which is what we call KICK TOLERANCE
Calculate resulting loads, (Design Line)
Select casing strings with load capacity >/= Load line
Burst Design
Collapse Design
Develop Maximum Load case condition for Collapse
For casing selected in burst design, check that load capacity >/= Load line
Develop Maximum Load case condition for Tension
Tension Design
Calculate resulting loads, (Design Line)
Calculate resulting loads, (Design Line)
Multiply design line by safety factor, (Load Line)
Multiply design line by safety factor, (Load Line)
Multiply design line by safety factor, (Load Line)
For casing selected in collapse design, check that load capacity >/= Load line
Maximum pressure at casing shoe,dependent on FG. (Internal Pressure)
The maximum internal burst loading pressure at surface is a function of the injection pressure, and is given as:
Load Line
External pressure due to annular drilling fluid….0.465psi/ft
Worst case scenario is gas filled above FG+SF
Pressure with burst design factor of 1.1
Design Line
@ shoe
@ surface
@ shoe
@ surface
From the casing Tables choose appropriate casing
Worst case scenario is full evacuation with Mud on the outside
Maximum collapse pressure at shoe, (external pressure)
The casing is empty and open to atmospheric pressure. This will render the surface pressure to be 0 psi
Design Line
From the casing Tables check casing collapse rating
As per SLB casing manual, TVD should be used for gravity related
Tensile load calculation. If Biaxial stress calculations are not being
Made then a safety factor of 1.6 shall be used.
Load Line
Design Line
From the casing Tables check casing tensile rating
Tensile load will change if pumps are on while pulling on casing.
Casing size, in
Casing & liners
size, in
Bit & hole
size, in
Casing & liners
size, in
Bit & hole
size, in
Casing size, in
Bit & hole
size, in
16
14-3/4
11-3/4
11-7/8
10-5/8
8-5/8
7-7/8
5-1/2
5-3/4
4-1/2
3-1/2
1.9
20
17-1/2
13-3/8
14
12-1/4
8-3/4
6-1/8
4-1/2
2-3/8
10-3/4
9-1/2
7-5/8
7-3/4
6-1/2
5
24
20
16
14-3/4
11-3/4
11-7/8
10-5/8
8-5/8
7-7/8
5-1/2
2-7/8
30
26
20
17-1/2
13-3/8
14
12-1/4
9-5/8
8-1/2
8-3/4
7
3-1/2
18-5/8
9-5/8
9-7/8
8-1/2
7
5-7/8
6-5/8
4-3/4
4
2-1/16
Length of Casing
Range Length (ft) Average length (ft)
1 16 -25 22
2 25 -34 31
3 Over 34 42
Если не удалось найти и скачать презентацию, Вы можете заказать его на нашем сайте. Мы постараемся найти нужный Вам материал и отправим по электронной почте. Не стесняйтесь обращаться к нам, если у вас возникли вопросы или пожелания:
Email: Нажмите что бы посмотреть