Presentation I-1 --- OGOS, Norris --- Sucker Rod String ... · PDF fileDo not use case...

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5 th Annual Sucker Rod Pumping Workshop Workshop Wyndham Hotel, Dallas, Texas September 15 18 2009 September 15 18, 2009 Sucker Rod String Service Factors Sucker Rod String Service Factors Norman W. Hein, Jr., P.E., President & Managing Director, Oil & Gas Optimization Specialists, Ltd. (OGOS) d and Russell Stevens, Manager – Technical Services, Norris

Transcript of Presentation I-1 --- OGOS, Norris --- Sucker Rod String ... · PDF fileDo not use case...

Page 1: Presentation I-1 --- OGOS, Norris --- Sucker Rod String ... · PDF fileDo not use case hardened rods ... factors affect the fatigue life of sucker rods • Corrosion inhibition is

5th Annual Sucker Rod Pumping WorkshopWorkshop

Wyndham Hotel, Dallas, TexasSeptember 15 – 18 2009September 15 – 18, 2009

Sucker Rod String Service FactorsSucker Rod String Service Factors

Norman W. Hein, Jr., P.E., President & Managing Director, Oil & Gas Optimization Specialists, Ltd. (OGOS)

dandRussell Stevens, Manager – Technical Services, Norris

Page 2: Presentation I-1 --- OGOS, Norris --- Sucker Rod String ... · PDF fileDo not use case hardened rods ... factors affect the fatigue life of sucker rods • Corrosion inhibition is

Contents

B k d G d F ti Di• Background on Goodman Fatigue Diagram• Development of API Modified Goodman Diagram

E l i th di• Example using the diagram• API Service Factor (SF) and range• Effect of SF on allowable stress• Conclusions & Recommendations

Sept. 15 - 18, 2009 2009 Sucker Rod Pumping Workshop 2

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Original Goodman Diagram (1926)g g ( )

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Hein & Hermanson, SPE 26558, 1993, ,• Provided brief history of industry efforts to modify

Goodman diagram for sucker rod useGoodman diagram for sucker rod use• API Task Group met in the Mayo Hotel, Tulsa, OK, in

early 1960’sy• Y-intercept have safety factor of 2 reducing max to the

tensile strength (T) divided by 4• Much discussions on the apex reduction

– Ranges of T/ 1.5 to 2– Resolved arithmetical average of T/1.75

• Assumed 10 million cycles fatigue life in non-corrosive environment

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environment

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Resulting API RP 11BR – Modified Goodman Diagram (MGD)g ( )

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Dynamometer Card

20000 Pk Load = 17900 lbs. Rod Diameter is .875

16000

18000Stress = 29768 psi

12000

14000

8000

10000

12000

Load

, lb.

4000

6000

8000

0

2000

4000 Min Load = 9100 lbs.Stress = 15141 psi

00.000 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.900 1.000

Polished Rod Position

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Modified Goodman Diagram for Grade “D” Rods, T = 115,000 psi

60000

70000

Rod Loading = T/1 75 = 65 714

50000

6000029768 - 1514137267-15141

= 66%

T/1.75 65,714

40000Sa =(T/4+.5625(Smin))(SF)

= 66%

20000

30000

( ( ))( )= 37267 psi

10000

20000

Smin = 15141 psi

Pk Stress = 29768 psi0

0 10000 20000 30000 40000 50000 60000 70000

Pk Stress = 29768 psi

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Service Factor (SF)( )

• API RP 11BR MGD Allowable stress formula:Sa = {(T/4 ) + 0.5625 * Smin} * SF

• Paragraph 4.1 states:g p– “Since all well fluids are corrosive to some degree, if not 100%

inhibited, and since the corrosivity of well fluids vary greatly, it is of extreme importance that the stress values determined fromof extreme importance that the stress values determined from this diagram be adjusted by an appropriate service factor, based on the severity of the corrosion.”“Thi i f t h ld b l t d b h hi– “This service factor should be selected by each user as his experience indicates.”

– “It could be greater than one, although normally it will be less

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than one, varying with severity of corrosion.”

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H. E. Boyer, ed., Atlas of Fatigue Curves, ASM, 1986,

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Usage Example with SF Applied:

Grade “D” Rods T = 115 000 psi & SF = 0 8Grade D Rods, T 115,000 psi & SF 0.870000

50000

60000Rod Loading = 29768 - 1514129814 -15141

40000

50000= 99.7%

30000Sa =(T/4+.5625(Smin))(.8)

10000

20000

Smin = 15141 psi

= 29814 psi

0

10000

0 10000 20000 30000 40000 50000 60000 70000

Pk Stress = 29768 psi

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So, is there a problem?, p

B l i th SF th ll bl d t i t• By applying the SF, the allowable rod string stress may be exceeded.

• This overload would be treated by:This overload would be treated by:– Using more expensive, higher grade rods, OR– Using a larger Rod String taperg g g p

• In either case, this will cost more money not only the first time, but all future expenditures for replacement

drods• Also, the larger rod string taper will probably require a

larger more expensive pumping unit too

Sept. 15 - 18, 2009 2009 Sucker Rod Pumping Workshop 11

larger, more expensive pumping unit too

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Texas Tech University – Fatigue Testing for Amerada Hessg

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Recommendations from Permian Basin Operator

SERVICE API-C (default) API-D (default)NON CORROSIVE 1 00 1 00

Permian Basin Operator

NON-CORROSIVE 1.00 1.00

SALT WATER .65 .9

HYDROGEN SULPHIDE .50 .70

Permian*:

Using C grade rods to SF of 1.35 before using D rods

Using D rods to SF of 1.35 before going to high strength rods

Inhibit

Do not use case hardened rods

*f f il t l i d ll SWPSC

13

*from failure control in rod pump wells, SWPSC

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Other Factors to Consider

R d ti i ll bl t i li h l• Reduction in allowable stress is slim hole couplings are used

• Reduction in allowable stress if used, inspected sucker rods are re-used

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Hein & Hermanson, SPE 26558, 1993, ,

Sept. 15 - 18, 2009 2009 Sucker Rod Pumping Workshop 15

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Conclusions & Recommendations

• The API Modified Goodman Diagram (MGD) is very conservative originally based on compromise andconservative, originally based on compromise and WAG

• Many factors affect the fatigue life of sucker rodsMany factors affect the fatigue life of sucker rods • Corrosion inhibition is required for long life not only of

the sucker rod string; but, surface flow lines and gprocessing equipment, the tubing, pump and, most importantly, the downhole casingSi d t d ff ti i i hibiti• Since an adequate and effective corrosion inhibition program is required, applying the API RP 11BR M G D Service Factor with a value less than 1.0 adds more

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unnecessary conservatism

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Conclusions & Recommendations (con’t)( )• While some operators may apply a SF greater than 1.0

for the rod string design this practice usually can notfor the rod string design, this practice usually can not be supported by sucker rod manufacturers due to implied warranty (do it at your own risk)

• Other factors such as use of slim hole couplings and grerunning used sucker rods should require the application of a SF but, most SRL well designers do not use them probably because most design computernot use them probably because most design computer programs do not include this information

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Conclusions & Recommendations (con’t)( )• A joint industry program should be considered to

conduct fatigue tests on coupled rods applyingconduct fatigue tests on coupled rods, applying current day understanding of fatigue and the factors that effect fatigue life, in order to ultimately change the MGD for rod string design

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Copyrightpy g

Rights to this presentation are owned by the company(ies) and/or author(s) listed on the title page By submitting this presentation toauthor(s) listed on the title page. By submitting this presentation to the Sucker Rod Pumping Workshop, they grant to the Workshop, the Artificial Lift Research and Development Council (ALRDC), and the Southwestern Petroleum Short Course (SWPSC), rights to:

– Display the presentation at the Workshop.– Place it on the www.alrdc.com web site, with access to the site to be as

directed by the Workshop Steering Committee.Pl it CD f di t ib ti d/ l di t d b th W k h– Place it on a CD for distribution and/or sale as directed by the Workshop Steering Committee.

Other use of this presentation is prohibited without the expressed written permission of the author(s). The owner company(ies) and/orwritten permission of the author(s). The owner company(ies) and/or author(s) may publish this material in other journals or magazines if they refer to the Sucker Rod Pumping Workshop where it was first presented.

Sept. 15 - 18, 2009 2009 Sucker Rod Pumping Workshop 19

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DisclaimerThe following disclaimer shall be included as the last page of a Technical Presentation or Continuing Education Course. A similar disclaimer is included on the front page of the Sucker Rod Pumping Web Site.gThe Artificial Lift Research and Development Council and its officers and trustees, and the Sucker Rod Pumping Workshop Steering Committee members, and their supporting organizations and companies (here-in-after referred to as the Sponsoring Organizations), and the author(s) of this Technical Presentation or Continuing Education Training Course and their company(ies), provide this presentation and/or training material at the Sucker Rod Pumping Workshop "as is" without any g g ywarranty of any kind, express or implied, as to the accuracy of the information or the products or services referred to by any presenter (in so far as such warranties may be excluded under any relevant law) and these members and their companies will not be liable for unlawful actions and any losses or damage that may result from use of any presentation as a consequence of any inaccuracies in, or any omission from, the information which therein may be contained.The views, opinions, and conclusions expressed in these presentations and/or training materials are those of the author and not necessarily those of the Sponsoring Organizations. The author is solely responsible for the content of the materials.The Sponsoring Organizations cannot and do not warrant the accuracy of these documents beyond the source documents, although we do make every attempt to work from authoritative sources. g y pThe Sponsoring Organizations provide these presentations and/or training materials as a service. The Sponsoring Organizations make no representations or warranties, express or implied, with respect to the presentations and/or training materials, or any part thereof, including any warrantees of title, non-infringement of copyright or patent rights of others, merchantability, or fitness or suitability for any purpose.

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Sucker Rod String Service Factors

Norman W. Hein, Jr., P.E., [email protected]; 432.694.3678

andRussell Stevens,

[email protected]; 432.561.8101