Top Banner
The Relevance of the Most Irrelevant BHA and Drillstring Component (Why I decided to mess with the conventional blade stabiliser) Tom Newman March 10 th 2016
20

DEA Presentation 100316

Apr 14, 2017

Download

Documents

Rob Grant
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Page 1: DEA Presentation 100316

The Relevance of the Most Irrelevant

BHA and Drillstring Component(Why I decided to mess with the conventional blade stabiliser)

Tom Newman

March 10th 2016

Page 2: DEA Presentation 100316

Directional Problems

BAT-2 Downhole Dynamics

Poor BHA response, energy transfer & MWD Interference

BHA DamageMWD/LWD, PDM, RSS failures, excessive stabiliser wear

Poor Hole QualityPoor energy transfer, trip time (ledges), csg running issues

Vibration Related Issues

Page 3: DEA Presentation 100316

Whirl as Shape

Is a sine wave

Bit tilted by wave, reduces ROP & increases MSE

Shape crosses wellbore = quiet (nodes)

Mechanical Specific Energy best indicator

Source: Fred Dupriest, Thus the Lowly Stabiliser

Page 4: DEA Presentation 100316

Fit for Purpose?

Page 5: DEA Presentation 100316

Fit for Purpose Solution?

Page 6: DEA Presentation 100316

Poor Hydrodynamic Design

Page 7: DEA Presentation 100316

Static Flow Modelling Research

Page 8: DEA Presentation 100316

Rotational 100 rpm

Flow Modelling Research

Page 9: DEA Presentation 100316

Switchblade

Weight Transfer

Hydrodynamic Design

Enhanced Stabiliser

Page 10: DEA Presentation 100316

Retention Method Research

Page 11: DEA Presentation 100316

Pull and push

Test blade Test boltsTest bolts

Page 12: DEA Presentation 100316

Final Retention System

An integral, interference fit pin, with precision radii and a locking bolt array

Page 13: DEA Presentation 100316

Run History

Run in Dutch North Sea, UAE, KSA, France, Turkey, and Belgium

Less balling up, stick/slip, vibration & little wear with more stable torque. All other BHA components in good condition.

Wells drilled 20

Hours drilled> 7,000 hrs

Meters drilled> 56,000m / 183,000ft

Page 14: DEA Presentation 100316

Case History:

Weight Transfer & Less Balling

Dutch North Sea

OBJECTIVE:16" hole section 659m - 1,566mMotor BHA (1.15° ABH) + 2 x Switchblades 15" & 15 ¼"Build to and hold @ 25˚ inclination

CONCERNS:Packing offBalling

Page 15: DEA Presentation 100316

Case History:

Weight Transfer & Less Balling

DRILLING OBSERVATIONS:

No motor stalls

No hanging up

Good tool face control

POOH OBSERVATIONS:

No clay ball problems

No packing off

Page 16: DEA Presentation 100316

Fixedblade

Known gauge ODs

Tangent sections

Lower cost applications

Page 17: DEA Presentation 100316

Case History:

Weight Transfer & Less Balling

Western Gulf Region

OBJECTIVE:8 1/2" hole section 6,428ft – 9,598ftMotor BHA (1.50° ABH) + 1 x Fixedblade 7 7/8" (8") Hold horizontal with azimuthal left turn @ 27˚

CONCERNS:Sliding ROPTorque levels

Page 18: DEA Presentation 100316

Case History:

Weight Transfer & Less Balling

Run Results (Spiralblade vs. Fixedblade)Backflow induced packing off (L0 above)

Minimal surface weight transfer / hang upPOOH No motor stalls

Page 19: DEA Presentation 100316

Cross Section Comparison

To see full simulation go to:

https://youtu.be/eRcm44-JVok

Page 20: DEA Presentation 100316

Questions?