Geothermal Well Casing Buckling
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c ' ! b d b i A REPORT SAND82-0863
Unlimited Release UC-66c
Printed February 1983
Euler Buckling of Geothermal Well Casing
SAND--82-0863 DE83 010292
Robert P. Rechard, Karl W. Schuler
Prepared by Sandia National Laboratories Albuquerque, New Mexico 87 185 and Llvermore, California 94550 for the United States Department of Energy under Contract DE-AC04-76DP00789
DISCLAIMER This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency Thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any agency thereof. The views and opinions of authors expressed herein do not necessarily state or reflect those of the United States Government or any agency thereof.
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h u e d by Sandin National Laboratories, operated for the United States Department of Energy by Sandia Corporation. NOTICE: This report was repared as an account of work sponsored by an agency of the United States 8overnment. Neither the United States Govemment nor any agency thereof, nor MY of theu em loyees, nor MY of theu contractors,subeontraetora. or their employees,d e s any warranty, express or im lied,or assumes any al liability or responsibility for the accuTBcy, any information,apparatus, product, or procomppeteness,or use*= ceaa Wd, or represents that its use would not infringe privately owned rights. Reference herein to any rpecifk commercial product, proceaa, or trade m e , trademark, manufacturer, or othe-, does not y constitute or imply its endorsement,recommendation,or favoring by the United States Gwernment, any n y q thereof or MY of their contractors or subcontractors. The views an opmions expressed herein do not necessarily state or reflect thcae of the United States Government, any agency thereof or any of their contractors or subcontractom.
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UC-66~
SAND82-0863 EULER BUCKLING OF GEOTHERMAL WELL C A S I N G
R. K.
P.
Rechard
W. S c h u l e r
A p p l i e d Mechanics D i v i s i o n Sandia N a t i o n a l L a b o r a t o r i e s A l b u q u e r q u e , New M e x i c o 87185 HOTICE PORTIONS OF THIS REPQRT ARE ILLEGIELE.
tt has been rcprosfuced from the best available copy to permit the broadest possible avatfability, - . -. _ . . - - . ABSTRACT Geothermal w e l l o p e r a t o r s have expressed concern over t h e v u l n e r a b i l i t y of u n s u p p o r t e d c a s i n g t o b u c k l i n g f r o m t h e r m a l I n t h i s r e p o r t , we p r e s e n t p r e l i m i n a r y n u m e r i c a l elongation. and t h e o r e t i c a l c a l c u l a t i o n s , which i n d i c a t e t h e b u c k l i n g phenomenon s h o u l d n o t b e s e r i o u s i n N-80 c a s i n g i f t h e s t r i n g i s t e n s i o n preloaded. B u c k l i n g w o u l d b e d e t r i m e n t a l f o r ' K-55 casing. The e f f e c t o f w a l l c o n t a c t was f o u n d t o b e b e n e f i c i a l f o r c l o s e l y c o n f i n e d p i p e s t r i n g s and o f n o d e t r i m e n t when h o l e gaps a r e l a r g e . The weakness o f A P I s c r e w j o i n t s i n b e n d i n g appears t o be t h e s t r u c t u r a l l i m i t a t i o n . The a n a l y s i s assumed s t r e s s e s above y i e l d c o n s t i t u t e d f a i l u r e , t h a t t h e r m a l e x p a n s i o n was s t r a i n c o n t r o l l e d , and t h a t t h e c a s i n g was continuous. E x c e s s i v e i n t e r n a l p r e s s u r e i n s t a b i l i t y was ignored. The t e m p e r a t u r e v a r i a t i o n c o n s i d e r e d was b e t w e e n c e m e n t i n g c o n d i t i o n s o f 100-200°F (40-95°C) and s h u t - i n c o n d i t i o n s o f 425-450°F ( 2 2 0 - 2 3 0 ° C )
.
"
CONTENTS
Page
................. . Geothermal Well C o n s t r u c t i o n . . . ...... Well Casing Design. . . . . . . . . . . . . Temperature Environment . . . . . . . . . . . . Casing I n s t a b i l i t y . . . . . . . . .... ANALYSIS. . . .. .. .. . .. . . .. . T h e o r e t i c a l Model . . . . N u m e r i c a l Model . . . . . . Addition o f Constant Stress . . . .. A n a l y t i c Summary. . . . . . . . . . . . . . . . RESULT IMPLICATIONS . . . . . . . . . . . . . . . T h e r m a l l y Induced E u l e r Buckling. . . . . . . . Joint Behavior.,. . . . . . . . . . . . . . . SUMMARY AND CONCLUSIONS . . . . . . . . . . . . REFERENCES. . . . . . . . . . . . . . . . . . . . APPENDIX A - Nomenclature . . . . . . . . . . . . . APPENDIX B - Derivation o f Equations. . .. INTRODUCTION.
1 1 5 6 11 17 17
30 33 33 35 35 37 39 41
43 45
iii
I L L U STR AT IO NS Figure 1. 2. 3. 4.
Page T y p i c a l G e o t h e r m a l W e l l C o n s t r u c t i o n and Casing Temperature P r o f i l e .
........... I d e a l i z e d C o n d i t i o n s Causing Casing B u c k l i n g w i t h Temperature Excursion. . . . . . . . . . . . P r e l i m i n a r y GEOTEMP C a l c u l a t i o n s o f Temperature C o n d i t i o n s D u r i n g Cementing . . . . . P o s t u l a t e d B u c k l i n g F a i l u r e Modes: a) Local, P l a s t i c Deformation, b) E u l e r b u c k l i n g , c ) E u l e r B u c k l i n g w i t h Subsequent Wall Contact, and d ) H e l i c a l B u c k l i n g
.............
5. 6.
7.
Q u a l i t a t i v e P l o t o f T e m p e r a t u r e Change V e r s u s Unsupported Length D e p i c t i n g B u c k l i n g Regions D e f i n i t i o n o f Terms: b ) F r e e Body Diagram.
9.
10.
12
..............
19
a ) L i n e S k e t c h and
Locus D e l i n e a t i n g E u l e r B u c k l i n g R e g i o n : ?lot o f T e m p e r a t u r e Change ( A T ) V e r s u s N o r m a l i z e d Unsupported Length (L/D). Maximum S t r e s s ( u ) V e r s u s T e m p e r a t u r e Change ( A T ) f o r 1 3 - 3 / 8 i n c h 54.5 p p f C a s i n g Assuming U n s u p p o r t e d L e n g t h s ( L / D ) o f 50, 100, and 200
.
21
25
Maximum D e f l e c t i o n V e r s u s T e m p e r a t u r e Change ( A T ) for 1 3 - 3 / 8 i n c h 54.5 p p f C a s i n g Assuming U n s u p p o r t e d L e n g t h s ( L / D ) o f 50, 100, and 200
26
D e f o r m e d C a s i n g Shapes w i t h W a l l C o n s t r a i n t P r e d i c t e d b y MARC and T h e o r e t i c a l M o d e l s ,at a ) A T = 80'F, b ) MARC R e s u l t s a t A T = 300 F, a n d c ) A n a l y t i c R e s u l t s a t AT = 300°F
27
Maximum S t r e s s ( u ) V e r s u s A T f o r 1 3 - 3 / 8 i n c h 54.5 p p f C a s i n g f o r U n s u p p o r t e d L e n g t h ( L / D ) o f 100 w i t h Wall Contact: a ) A n a l y t i c Model, b ) MARC Computer Code, and c ) C o n s t a n t S t r e s s Addition.
29
....................
i v
9
14
......
11.
7
.
............
8.
3
c P
. INTRODUCTION
D r S l l i n g f o r g e o t h e r m a l e n e r g y b e g a n as e a r l y as t h e 1 9 2 0 ' s i n t h e Geysers f i e l d i n n o r t h e r n C a l i f o r n i a , b u t a s e r i o u s e f f o r t t o h a r n e s s g e o t h e r m a l e n e r g y f o r power g e n e r a t i o n was n o t begun i n t h e U n i t e d S t a t e s u n t i l t h e 1 9 7 0 ' s . scale,
On a n a t i o n a l
t h e r e i s t h e g e o l o g i c p o t e n t i a l t o d e v e l o p 20,000
e l e c t r i c a l energy.
MW o f
The g e o t h e r m a l e n e r g y i n d u s t r y p e r f o r m a n c e
i n t h e l a s t 1 0 y e a r s and t h e g e o l o g i c p r o s p e c t s i n d i c a t e t h e i n d u s t r y has t h e p o t e n t i a l f o r g r o w t h and can make a c o n t r i b u t i o n i n s u p p l y i n g t h e e n e r g y needs o f t h e n a t i o n . T h e r e a r e numerous s i m i l a r i t i e s b e t w e e n c o n v e n t i o n a l o i l and gas w e l l s and g e o t h e r m a l w e l l s i n c o n s t r u c t i o n and operation. However, i m p o r t a n t d i f f e r e n c e s do e x i s t ( w h e t h e r f r o m d r y steam, d r y h o t r o c k , h o t w a t e r , o r g e o p r e s s u r i t e d f l u i d reservoirs). F l u i d f l o w r a t e s a r e an o r d e r o f m a g n i t u d e l a r g e r than i n the petroleum industry. The h i g h t e m p e r a t u r e s e n c o u n t e r e d a f f e c t t h e d r i l l b i t , d r i l l i n g mud and t h e cement performance. R e s e r v o i r c a l c u l a t i o n s m u s t i n c l u d e an e n e r g y b a l a n c e as w e l l as a mass b a l a n c e . F i n a l l y , d i f f i c u l t geology, c o r r o s i v e e n v i r o n m e n t s , and t h e r m a l s t r e s s e s i n d u c e d i n t h e w e l l c a s i n g p r e s e n t t h e c a s i n g d e s i g n e r w i t h a new s e t o f f a i l u r e modes t o c o n s i d e r . Geothermal W e l l C o n s t r u c t i o n This introduction i s intended t o provide the reader u n f a m i l i a r w i t h g e o t h e r m a l w e l l c a s i n g d e s i g n and c o n s t r u c t i o n necessary background i n f o r m a t i o n .
However, i t a l s o s e r v e s t o
r e m i n d t h e r e a d e r t h a t a l t h o u g h t h e c a s i n g s e l e c t i o n i s based on t h e w o r s t case d e s i g n c r i t e r i a f r o m b u r s t , c o l l a p s e , tension,
etc.,
s t r e s s e s f r o m many d i f f e r e n t l o a d s c a n b e
p r e s e n t s i m u l t a n e o u s l y -and c o n t r i b u t e t o c a s i n g f a i l u r e .
More
comprehensive d i s c u s s i o n s o f t h e v a r i o u s f a c t s o f Geothermal w e l l s a r e a v a i l a b l e (e.g.
Edwards e t a l . ,
1982).
F i g u r e 1 shows a s c h e m a t i c o f a g e o t h e r m a l w e l l w h i c h w i l l be used f o r d i s c u s s i o n .
T e m p e r a t u r e p r o f i l e s o f t h e c a s i n g and
u n d i s t u r b e d f o r m a t i o n a r e a l s o shown.
Figure 1 contains well
f e a t u r e s f r o m s e v e r a l t y p e s o f g e o t h e r m a l f i e l d s and t h u s c a n n o t t r u l y b e c l a s s i f i e d as l l t y p i c a l . l l The w e l l i s shown v e r t i c a l , are d i r e c t i o n a l l y d r i l l e d . difficult
b u t f r e q u e n t l y geothermal w e l l s
Appropriate d r i l l s i t e s are
t o l o c a t e i n t h e r o u g h t e r r a i n o f t e n f o u n d above
geothermal f i e l d s .
I t i s a l s o d e s i r a b l e t o d r i l l a t an a n g l e
t o i n t e r s e c t more f r a c t u r e s
.
Geothermal r e s e r v o i r s f r e q u e n t l y
o c c u r i n f r a c t u r e d r e s e r v o i r s b e l o w 3000 f t ( 9 0 0 m ) ;
hence
fractures are primarily vertical. Most g e o t h e r m a l r e s e r v o i r s a r e b e l o w t h e d r i l l mud h y d r o s t a t i c p r e s s u r e which causes l o s t c i r c u l a t i o n problems d u r i n g d r i l l i n g and c e m e n t i n g . Also, low geothermal r e s e r v o i r p r e s s u r e s make d e t e c t i o n o f s t e a m fractures d i f f i c u l t .
or h o t w a t e r b e a r i n g
The u s e o f a i r r e d u c e s t h e d r P l l f l u i d
d e n s i t y and g r e a t l y s p e e d s u p d r i l l i n g .
However, t h e d r i l l b i t
l i f e i s g r e a t l y reduced because o f t h e h i g h t e m p e r a t u r e s encountered.
The n e a r s o n i c v e l o c i t i e s p r o d u c e d w h i l e c a r r y i n g
t h e c u t t i n g s up t h e o u t s i d e o f t h e d r i l l p i p e a l s o causes excessive erosion o f t h e d r i l l pipe. The s t a n d a r d c o m p o n e n t s o f t h e w e l l c a s i n g p r o g r a m a r e conductor pipe, s u r f a c e casing, production casing.
i n t e r m e d i a t e c a s i n g and
The p r o d u c t i o n c a s i n g i s o f t e n s e t as a
production l i n e r with a tieback.
P r o d u c t i o n c a s i n g and
p r o d u c t i o n l i n e r s a r e d e s i g n e d w i t h t h e same c r i t e r i o n as i n t e r m e d i a t e c a s i n g and d r i l l i n g l i n e r s e x c e p t t h a t c o n s i d e r a t i o n o f d r i l l i n g wear i s n o t r e q u i r e d .
The w e l l
construction d i f f e r s s l i g h t l y from conventional o i l wells i n t h a t each c a s i n g i s cemented t o t h e s u r f a c e . Conductor p i p e i s t h e f i r s t s t r i n g o f p i p e t o be installed.
2
I t a i d s i n p r e v e n t i n g washouts around t h e d r i l l
GEOTHERMAL WELL SCHEMATIC AND CASING TEMPERATURE
-
Q526'F
50°F
350°F-
I
100
I
200c THE SURFACE TEMPERATURE PROFILES
INTERMEDIATE
0 -UNDISTURBED
13-3/8 INCH
FORMATION
I'
-CEMENT-SET TEMPERATURE
BUTTRESS JOINTS
0 -0PERATINa
CASING TEMPERATURE
-SHUT-IN CASING TEMPERATURE
5001
8001
J F i g u r e 1.
L 100
200
300
400
Ll
500
TEMPERATUREOF
T y p i c a l G e o t h e r m a l We1 1 C o n s t r u c t Temperature P r o f i l e .
on and C a s i n g
3
. r i g s , provides a conduit f o r d r i l l i n g f l u i d s t o surface p i t s , and h e l p s s u p p o r t w e l l h e a d e q u i p m e n t . Conductor p i p e i s s e t s h a l l o w and i s n o t u s u a l l y c o n s i d e r e d a p r e s s u r e s t r i n g . The s u r f a c e c a s i n g i s t h e f i r s t t r u e c a s i n g s t r i n g .
As a
p r i m a r y s t r u c t u r a l member i t p r o v i d e s s u p p o r t f o r s u b s e q u e n t casing strings.
To a v o i d b u c k l i n g p r o b l e m s f r o m t h e
compressive loads applied,
i t i s o f t e n cemented t o t h e s u r f a c e
even i n c o n v e n t i o n a l w e l l s . sufficient hole stability,
S u r f a c e c a s i n g must a l s o p r o v i d e protection to aquifers,
support f o r t h e r e s e r v o i r pressure,
solid
and p r e s s u r e i n t e g r i t y i n
t h e e v e n t o f a b r u p t p r e s s u r e i n c r e a s e s ( b l o w o u t s and k i c k s ) . S u r f a c e c a s i n g i s s u b j e c t e d t o d r i l l i n g wear w h i c h r e q u i r e s heavy casing.
Common s e t t i n g d e p t h s a r e b e t w e e n 1000 a n d 2500
f t ( 3 0 0 t o 760 m).
I n a c o n v e n t i o n a l w e l l , i n t e r m e d i a t e c a s i n g can be exposed t o h i g h bottom h o l e pressures which r e q u i r e s s u b s t a n t i a l b u r s t resistance.
High c o l l a p s e r e s i s t a n c e i s a l s o r e q u i r e d f o r t h e
deeper casing.
Heavy muds and cement s l u r r i e s r e q u i r e d f o r
deep d r i l l i n g can c r e a t e h i g h c o l l a p s e l o a d s s h o u l d l o s t c i r c u l a t i o n zones empty t h e p i p e . heavy casing.
These c o n d i t i o n s d i c t a t e
As w i t h s u r f a c e s t r i n g s ,
i n t e r m e d i a t e c a s i n g and
d r illi n g 1 i n e r s a r e s u b j e c t e d t o m e c h a n i c a l damage f r o m d r i l l i n g wear. T h e c a s i n g s i z e s shown i n F i g u r e 1 a r e commonly s e l e c t e d v a l u e s i n many g e o t h e r m a l f i e l d s .
However,
a standard casing
program i n t h e p r o m i n e n t Geysers geothermal f i e l d c o n s i s t s o f
26 a n d / o r 20 i n c h ( 6 6 0 o r 508 mm) d i a m e t e r c o n d u c t o r p i p e , 13-3/8
i n c h ( 3 4 0 mm) s u r f a c e c a s i n g ,
and 9 - 5 / 8
i n c h ( 2 4 4 mm)
i n t e r m e d i a t e c a s i n g or l i n e r ( w i t h o r w i t h o u t a t i e b a c k s t r i n g
of e i t h e r 9-5/8 (Capuano,
o r 10-3/4
1979).
i n c h ( 2 4 4 o r 273 mm) c a s i n g )
Because s u p e r h e a t e d s t e a m i s p r o d u c e d ,
p r o d u c t i o n c a s i n g i s n o t needed. i s usually stable.
4
a
An open h o l e i n t h e r e s e r v o i r
z
Well C --a s i n g Des& The p r o p e r s e l e c t i o n o f t h e t y p e ,
size,
and s e t t i n g d e p t h
o f t h e w e l l c a s i n g i s b a s e d on t h e e x p e c t e d w e l l o p e r a t i o n c o n d i t i o n s and t h e d r i l l i n g s i t e g e o l o g y .
The u s u a l p r a c t i c e
i s t o c o n s i d e r t h e w o r s t c a s e o r maximum l o a d i n d e t e r m i n i n g the required casing configuration. nesting are usually ignored. i n c l u d e s (Snyder, *Metal failure:
C o m p l i c a t i o n s due t o c a s i n g
A l i s t o f c a s i n g f a i l u r e modes
1979): burst,
collapse, tension,
or corrosion,
* M e c h a n i c a l damage: d r i l l p i p e wear, w e l d i n g p r o b l e m s , t h r e a t damage, o r l e a k a g e and p e r f o r a t i o n , .Casing i n s t a b i l i t y : l a t e r a l deflection (buckling) from e x c e s s i v e c o m p r e s s i v e l o a d s (e.g t h e r m a l e x p a n s i o n ) o r i n t e r n a l pressure, *Cement f a i l u r e s : v o i d s f r o m l o s t c i r c u l a t i o n zones' o r cement t o o l p r o b l e m s , cement d i s s o l u t i o n and c o r r o s i o n p e r m i t t i n g f l u i d movement b e t w e e n c a s i n g and f o r m a t i o n , poor high-temperature s l u r r y behavior,
or
*Thermal s t r e s s f a i l u r e s : compression and/or t e n s i o n f a i l u r e s ( t e l e s c o p i n g ) , leakage i n couplings from c y c l i c l o a d i n g , e x c e s s i v e b e n d i n g l o a d s i n dog l e g s , s t r a i n b e y o n d ultimate. T h i s t a b u l a t i o n p r e s e n t s p o s s i b l e f a i l u r e modes. U n f o r t u n a t e l y l i t t l e d e t a i l e d p u b l i c i n f o r m a t i o n e x i s t s on geothermal w e l l c a s i n g f a i l u r e s .
The a n a l y s t can o n l y
p o s t u l a t e t y p e s and f a i l u r e mechanisms and t h u s t h e d a n g e r e x i s t s t h a t an i m p o r t a n t o r more l i k e l y f a i l u r e mechanism has been o v e r l o o k e d . I t s h o u l d b e n o t e d t h a t t h e f a i l u r e modes l i s t e d a r e n o t
independent.
For--example,
a cement f a i l u r e c o u l d c a u s e
i n s u f f i c i e n t l a t e r a l s u p p o r t and r e s u l t i n c a s i n g i n s t a b i l i t y when h i g h i n t e r n a l p r e s s u r e s o c c u r r e d .
The r e s u l t i n g l a t e r a l
d e f l e c t i o n c o u l d i n t u r n r e s u l t i n e x c e s s i v e d r i l l p i p e wear d u r i n g t h e d r i l l i n g o p e r a t i o n and s u b s e q u e n t b u r s t o f t h e casing during the production operation.
5
I n o i l o r gas w e l l c a s i n g d e s i g n ,
t h e major concern
addressed i s metal f a i l u r e from b u r s t , However,
collapse,
or tension.
t h e presence o f thermal loads i n geothermal w e l l
casing g r e a t l y increases the opportunity f o r casing instability.
C a s i n g s t a b i l i t y can b e i m p r o v e d by:
1) cementing t h e e n t i r e s t r i n g t o p r o v i d e l a t e r a l support o r 2 ) a p p l y i n g a t e n s i o n l o a d i n t h e uncemented s e c t i o n s .
Fully
cementing t h e casing s t r i n g i s t h e usual choice. Unfortunately,
poor formation c o n d i t i o n s f r e q u e n t l y e x i s t i n
geothermal areas.
The r e s e r v o i r i s u s u a l l y b e l o w h y d r o s t a t i c
p r e s s u r e a n d can b e h i g h l y f r a c t u r e d .
Consequently,
lost
c i r c u l a t i o n w h i l e d r i l l i n g w i t h mud o r c e m e n t i n g c a s i n g i s common.
I t i s t h u s i m p o s s i b l e t o e n s u r e a c o m p l e t e cement j o b
i n many i n s t a n c e s .
F a i l u r e o f stage cementing t o o l s i n
g e o t h e r m a l w e l l s i s f r e q u e n t and a l s o c r e a t e s u n s u p p o r t e d t u b u l a r s e c t i o n s ( S n y d e r , 1979). Buckling failures o f the c a s i n g f r o m t h e r m a l e x p a n s i o n w h e r e cement f a i l u r e s h a v e occurred i s the subject o f t h i s r e p o r t (Figure 2 ) . TemDerature Environment The t e m p e r a t u r e e n v i r o n m e n t i s i m p o r t a n t i n f o r m a t i o n f o r the thermal analysis.
f i g u r e 1 presents a hypothetical
temperature environment.
The s u r f a c e and b o t t o m h o l e
t e m p e r a t u r e s a r e as s u r m i s e d b y t h e w e l l o p e r a t o r s i n The G e y s e r s f i e l d (Pye,
1980;
J e n k i n s and S n y d e r ,
1979),
but the
a c t u a l t e m p e r a t u r e p r o f i l e s t h r o u g h o u t t h e s t r a t i g r a p h y and c a s i n g a r e unknown.
I n F i g u r e 1 casing temperatures are
assumed t o v a r y l i n e a r l y . shown w i t h one e l b o w .
The u n d i s t u r b e d f o r m a t i o n p r o f i l e i s
A f e w p r o f i l e s a v a i l a b l e f r o m The
Geysers f i e l d c o n t a i n two k i n k s :
t h e second elbow o c c u r s
w i t h i n t h e f i r s t 500 f t ( 1 5 0 m ) . For w e l l s completed i n low-pressure hot-water
o r steam
r e s e r v o i r s , t h e c a s i n g s a r e t h o u g h t t o b e cemented a t a t e m p e r a t u r e b e t w e e n 100-2OO'F
6
(40-95°C).
T h i s assumes t h e
i
.
HOT WATER, STEAM CEMENT SHEATH
ENLARGED HOL
PIPE DIAMETER Fig ure 2 .
I d e a l i z e d Conditions Causing Casing Buck, l i n g with Temperature Excursion.
7
c a s i n g i s n o t p u r p o s e l y a l l o w e d t o h e a t up b e f o r e cementing. Upon c o m p l e t i o n ,
t h e w e l l i s t e m p e r a t u r e c y c l e d between
p r o d u c i n g c o n d i t i o n s o f a p p r o x i m a t e l y 325-400°F s h u t i n c o n d i t i o n s o f 425-450°F
(220-235°C).
(160-205°C)
and
The c y c l i n g i s
due t o a i r p o l l u t i o n s t a n d a r d s w h i c h l i m i t t h e v e n t i n g o f geothermal w e l l s .
C y c l i n g c a n o c c u r 2 t o 3 t i m e s p e r week i f
t h e s t e a m c o n t a i n s a p o l l u t a n t s u c h as h y d r o g e n s u l f i d e ( H 2 S ) . When t h e w e l l r e q u i r e s r e m e d i a l w o r k ,
t h e casing temperature i s
r e d u c e d t o a r o u n d 100°F ( 4 0 ° C ) w i t h c o o l w a t e r .
These a r e
approximate values only. A temperature p r o f i l e i s very useful i n v i s u a l i z i n g t h e
t e m p e r a t u r e change t o w h i c h each t y p e o f c a s i n g i s s u b j e c t e d . Accurate i n f o r m a t i o n o f t h i s t y p e would g r e a t l y a i d t h e design and a n a l y s i s o f t h e c a s i n g i n t e g r i t y .
As seen i n F i g u r e 1, t h e
c a s i n g can b e s u b j e c t e d t o l a r g e t e m p e r a t u r e changes. C o n s e q u e n t l y l a r g e t h e r m a l s t r e s s e s must be a n t i c i p a t e d .
It i s
seen t h a t t h e more s e v e r e t e m p e r a t u r e changes o c c u r n e a r t h e s u r f a c e d u r i n g t h e c y c l i n g b e t w e e n p r o d u c t i o n and s h u t - i n . However, t h e w h o l e c a s i n g s t r i n g can b e s u b j e c t e d t o l a r g e t e m p e r a t u r e changes a f t e r c e m e n t i n g and whenever t h e w e l l m u s t b e quenched. An a c c u r a t e c e m e n t - s e t
temperature i s essential t o t h e
t h e r m a l s t r e s s a n a l y s i s because t h i s i s t h e t e m p e r a t u r e t h e c a s i n g becomes c o n s t r a i n e d . (Wooley,
1980; M i t c h e l l ,
The GEOTEMP c o m p u t e r p r o g r a m
1982) b e i n g developed under c o n t r a c t
t o S a n d i a w i l l be h e l p f u l i n more c a r e f u l l y d e f i n i n g t h e temperature regime o f t h e w e l l casing.
P r e l i m i n a r y GEOTEMP
t e m p e r a t u r e c a l c u l a t i o n s a r e shown i n F i g u r e 3. t e m p e r a t u r e s a t 200 f t
Radial
( 6 0 m) depth under t h r e e geothermal
f l u i d flow c o n d i t i o n s are depicted f o r a Geysers w e l l . c e m e n t i n g c o n d i t i o n s a r e l o w e r t h a n g e n e r a l l y assumed b y operators.
V e r i f i c a t i o n o f t h e GEOTEMP p r o g r a m i s n o t
c o m p l e t e , b u t t h e t e m p e r a t u r e d i f f e r e n c e shown c o u l d b e s i g n i f i c a n t and needs t o b e more c a r e f u l l y e x a m i n e d .
The
c
*
PROFILES TAKEN FROM GEOTEMP ANALYSIS 100 1
I
I
t
I
20 INCH 13 3/8 INCH B 5/8 INCH
n
5
Y
90
u
-
t
A
n 10'
06 h INJECTION COOLING 250 gal/rnin 0 3 h SHUT IN AFTER INJECTION
-
A 5 h CONDITIONING 400 gal/rnin 2 h CEMENTING I
I
I
I
r (FEET) RADIAL TEMPERATURES AT 200 FOOT DEPTH
Figure 3 .
Preliminary GEOTEMP C a l c u l a t i o n s o f Temperature Conditions During Cementing.
9
. c a s i n g i s n o t p u r p o s e l y a l l o w e d t o h e a t up b e f o r e cementing. Upon c o m p l e t i o n ,
t h e w e l l i s t e m p e r a t u r e c y c l e d between
p r o d u c i n g c o n d i t i o n s o f a p p r o x i m a t e l y 325-400°F s h u t i n c o n d i t i o n s o f 425-450°F
(220-235°C).
(160-205°C)
and
The c y c l i n g i s
due t o a i r p o l l u t i o n s t a n d a r d s w h i c h l i m i t t h e v e n t i n g o f geothermal wells.
C y c l i n g c a n o c c u r 2 t o 3 t i m e s p e r week i f
t h e s t e a m c o n t a i n s a p o l l u t a n t s u c h as h y d r o g e n s u l f i d e (H2S). When t h e w e l l r e q u i r e s r e m e d i a l w o r k , r e d u c e d t o a r o u n d 100°F (40'C)
the casing temperature i s
with cool water.
These a r e
approximate values only. A temperature p r o f i l e i s very useful i n v i s u a l i z i n g the t e m p e r a t u r e change t o w h i c h each t y p e o f c a s i n g i s s u b j e c t e d . Accurate i n f o r m a t i o n o f t h i s type would g r e a t l y a i d t h e design and a n a l y s i s o f t h e c a s i n g i n t e g r i t y .
As seen i n F i g u r e 1,
c a s i n g can be s u b j e c t e d t o l a r g e t e m p e r a t u r e changes. C o n s e q u e n t l y l a r g e t h e r m a l s t r e s s e s must be a n t i c i p a t e d .
the
It i s
seen t h a t t h e m o r e s e v e r e t e m p e r a t u r e c h a n g e s o c c u r n e a r t h e s u r f a c e d u r i n g t h e c y c l i n g b e t w e e n p r o d u c t i o n and s h u t - i n . However, t h e w h o l e c a s i n g s t r i n g c a n b e s u b j e c t e d t o l a r g e t e m p e r a t u r e c h a n g e s a f t e r c e m e n t i n g and whenever t h e w e l l m u s t b e quenched. An a c c u r a t e c e m e n t - s e t
temperature i s essential t o the
t h e r m a l s t r e s s a n a l y s i s because t h i s i s t h e t e m p e r a t u r e t h e c a s i n g becomes c o n s t r a i n e d . (Wooley,
1980; M i t c h e l l ,
The GEOTEMP c o m p u t e r p r o g r a m
1982) b e i n g developed under c o n t r a c t
t o S a n d i a w i l l b e h e l p f u l i n more c a r e f u l l y d e f i n i n g t h e temperature regime o f t h e w e l l casing.
P r e l i m i n a r y GEOTEMP
t e m p e r a t u r e c a l c u l a t i o n s a r e shown i n F i g u r e 3.
Radial
(60 m ) depth under t h r e e geothermal f l u i d f l o w c o n d i t i o n s are d e p i c t e d f o r a Geysers w e l l . The c e m e n t i n g c o n d i t i o n s a r e l o w e r t h a n g e n e r a l l y assumed b y operators. V e r i f i c a t i o n o f t h e GEOTEMP p r o g r a m i s n o t c o m p l e t e , b u t t h e t e m p e r a t u r e d i f f e r e n c e shown c o u l d b e s i g n i f i c a n t a n d n e e d s t o b e more c a r e f u l l y e x a m i n e d . t e m p e r a t u r e s a t 200 f t .
10
W h i l e f a i l u r e s i n cemented s t r i n g s s u c h as c o m p r e s s i o n a n d / o r t e n s i o n f a i l u r e s and c o n n e c t i o n f a i l u r e s a r e o f c o n c e r n , o p e r a t o r s have expressed g r e a t e r concern over c a s i n g buck1 i n g i n p a r t i a l l y cemented s t r i n g s (Pye, Snyder,
1979).
1980; Kumataka,
1981,
As r e g a r d s p a r t i a l l y c e m e n t e d s t r i n g s , w o r k i n
t h e a r c t i c o i l f i e l d s h a s shown t h a t t h e cement a n d l o r f o r m a t i o n s u p p o r t needed t o a v o i d b u c k l i n g f r o m s u b s i d e n c e i s q u i t e s m a l l ( W i l s o n e t al.,
1980).
( B o t h s u b s ' i d e n c e and
thermal stress loads are s t r a i n c o n t r o l l e d . ) ,
Because l i t t l e
l a t e r a l s u p p o r t i s necessary, b u c k l i n g i s l i m i t e d t o areas where f o r m a t i o n c o n d i t i o n s cause e n l a r g e d h o l e s t o f o r m w i t h s u b s e q u e n t v o i d s i n t h e cement s h e a t h s u c h t h a t a c o m p l e t e l y unsupported s e c t i o n occurs ( F i g u r e 2). Casing i n s t a b i l i t y f a i l u r e s from a thermal l o a d i n p a r t i a l l y c e m e n t e d s t r i n g s can b e d i v i d e d i n t o f o u r categories.
The f a i l u r e t y p e i s d e p e n d e n t on t h e u n s u p p o r t e d
c a s i n g l e n g t h and i n t e r n a l - e x t e r n a l ( F i g u r e 4).
pressure i n t e r a c t i o n
The c a t e g o r i e s a r e : %
.Local
p l a s t i c deformation,
~ E u l e rb u c k 1 i n g , C o n s t r a i n e d E u l e r b u c k l i n g f o l l o w e d by plas.tic deformation o r c o l l a p s e due t o o v a l a t i o n , ' .
*He1 i c a l b u c k l i n g . I t i s i m p o r t a n t t o emphasize t h e d i f f e r e n c e between
s t a n d a r d c o l u m n b u c k l i n g u n d e r an a p p l i e d . l o a d a b u c k l i n g f r o m t h e r m a l f a r c e s where s u p p o r t o f - a f o l l o w e r a x i a l load i s not required.
Rather than c a t a s t r o p h i c f a i l u v e from a .
5
c r i t i c a l t e m p e r a t u r e change, t h e c a s i n g s l o w l y d e f o r m s e l a s t i c a l l y i n t o t h e d e f o r m e d shape f o r l a r g e + u n s u p p o r t e d lengths.
Thus c o l u m n " b e n d i n g " i s a more a p p r o p r i a t e
d e s c r i p t i o n o f t h e phenomenon.
The p i p e s t r i n g i n s t a b i l i t y
m a n i f e s t s i t s e l f as a l a t e r a l d e f l e c t i o n . 11
I
7 SHORT
LONG UNSUPPORTED LENGTH
UNSUPPORTED
a) LOCAL, PLASTIC DEFORMATION
b) EULER BUCKLING
H
c) EULER BUCKLING WITH SUBSEQUENT WALL CONTACT (PLASTIC DEFORMATION OR COLLAPSE DUE TO OVALATION POSSIBLE)
Figure 4 .
12
d) HELICAL BUCKLING
Postulated Buckling F a i l u r e Modes: a ) Local, P l a s t i c Deformation, b ) Euler Buckling, c ) Euler Buckling with Subsequent Wall Contact, a n d d ) H e l i c a l Buckling.
.
c
The r e s u l t i n g d e f o r m a t i o n may n o t impede o p e r a t i o n s i f t h e deformation i s slight.
The l a r g e s t t h e r m a l s t r e s s e s a r e
introduced during shut-in
a f t e r t h e w e l l i s completed,
thus the
d a n g e r o f e x c e s s i v e p i p e wear d u r i n g d r i l l i n g h a s p a s s e d . However, e v e n s l i g h t b e n d i n g a t c o n n e c t i o n s can r e s u l t i n j o i n t f a f l u r e because s t a n d a r d American P e t r o l e u m I n s t i t u t e ( A P I ) j o i n t s a r e n o t designed t o w i t h s t a n d bending stresses. F i g u r e 5 q u a l i t a t i v e l y i n d i c a t e s where v a r i o u s buck1 i n g modes o c c u r .
It i s important t o note t h a t internal-external
p r e s s u r e i n t e r a c t i o n has been i g n o r e d .
Only unsupported l e n g t h
a n d t e m p e r a t u r e was c o n s i d e r e d . For s h o r t unsupported l e n g t h s o n l y l o c a l i z e d p l a s t i c d e f o r m a t i o n a n d / o r c o l l a p s e would be expected.
A t longer
unsupported lengths, Euler b u c k l i n g would occur. With c o n t i n u e d t e m p e r a t u r e i n c r e a s e , t h e c a s i n g c o u l d d e f l e c t enough t o contact the d r i l l hole sides.
P l a s t i c deformation or pipe
c o l l a p s e f r o m t h e weakening e f f e c t s o f c r o s s - s e c t i o n o v a l a t i o n could follow. H e l i c a l b u c k l i n g occurs i n l o n g unsupported lengths. the o i l well industry,
t h e c o r k s c r e w i n g i s due p r i m a r i l y t o
excessive, destabilizing, 1962).
In
i n t e r n a l p r e s s u r e s ( L u b i n s k i e t a1
.,
F r e q u e n t l y , t h e d e f o r m a t i o n i s n o t s e v e r e enough t o
c a u s e p e r m a n e n t d e f o r m a t i o n ( T e x t e r , 1955).. Because l o n g u n s u p p o r t e d l e n g t h s a r e much l e s s l i k e l y and t h e u l t i m a t e f a i l u r e mechanism i s s i m i l a r t o t h a t e n c o u n t e r e d w i t h s i n g l e order Euler buckling, t h i s region i s o f less interest. Two b a s i c s u b j e c t a r e a s need t o b e i n v e s t i g a t e d c o n c e r n i n g t h e r m a l b u c k l i n g and l o c a l i z e d p l a s t i c d e f o r m a t i o n o f geothermal casing.
First, analysis of the Euler buckling
r e g i m e assuming b u i l t - i n
ends and s u b s e q u e n t e l a s t i c - p l a s t i c
b e n d i n g needs t o be examined.
Analysis o f nested casing
b e h a v i o r when c o n s t r a i n e d b y cement a n d / o r f o r m a t i o n s c o u l d a l s o be i n v e s t i g a t e d more t h o r o u g h l y . I
Second,
analysis of
l o c a l i z e d p l a s t i c d e f o r m a t i o n s s u c h as s y m m e t r i c a l b u c k l i n g and w r i n k l i n g i n s t a b i l i t i e s needs t o b e e x a m i n e d .
Small s c a l e 13
QUALITATIVE DESCRIPTION OF VARIOUS BUCKLING MODES 1 I-
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