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Rig move risk assessment
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Rig move risk assessment
Jack Up drill rig movement operationFull description...
Author:
Andrey Spiridonov
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MATTHEWS~DANIEL
MINIMIZING MINI MI NIMI MIZI ZING NG RIS R RISKS ISKS KS FOR FOR JAC J JACK ACKK--UP -UP UP RIGS RIGS
Presented by: S. Douglas Devoy
MatthewsDaniel Houston, Texas
MATTHEWS~DANIEL
PRELOADING HAS PROVEN TO POSE THE GREATEST RISK DURING THE FINAL JACK-UP RIGS SUSTAIN PUNCH-THROUGHS STAGES OF THE RIG MOVE! IN ALL AREAS OF THE WORLD
MATTHEWS~DANIEL
Definition of Preloading of JackJack-Up Rig
volumes of salt water into designated , overall weight of the rig.
MATTHEWS~DANIEL
Definition of Preloading of JackJack-Up Rig
spud cans penetrating deeper into the adequate strength to support the rig.
MATTHEWS~DANIEL
Rig Preloading on Location
MATTHEWS~DANIEL
Risk Mitigation Measures For Preloading Location Approval
Detailed Geotechnical Analysis / Punch--Through Study Punch
Recommendations for Preloading Air Gap
Recommendations for Close Monitoring of Leg Loads and Penetrations
Recommendation for Action if Penetrations are Different than Predicted
MATTHEWS~DANIEL
Preloading Risk Level Assessment ecommen a on or r ap ur ng re oa ng
Special Caution
Normal to Maximum Air Gap
ax mum -
Minimal Air Gap
Maximum 0-2’
Extreme Caution 0’ Air Gap or Draft
o o xcee Draft
o
MATTHEWS~DANIEL
Rig Arrives on Location Initial Penetrations Taken ’
m te o s n ormat on . . . Generic Location Approval . . . No Preloading Program. . .
MATTHEWS~DANIEL
Maximum preload water onboard Even penetrations on all 3 legs
MATTHEWS~DANIEL
Dump preload water Rig jacked back to 5’ air gap
MATTHEWS~DANIEL
Near end of preloading cycle Legs at even penetration ’
MATTHEWS~DANIEL
MATTHEWS~DANIEL
Jack Up Rig PunchPunch-Through Middle East
MATTHEWS~DANIEL
Information Developed Prior to Rig Move
Detailed Soils Anal sis conducted b Geotechnical Expert
Punch--Through Predicted Punch
Preload in Water Recommended
MATTHEWS~DANIEL
Rig Move Plan Agreed Prior to Siting 1. Preload in Water to 100% 2. Followed by Preload at Minimal Air Gap to 100%
MATTHEWS~DANIEL
Findings Le
Penetration Curve showed ‘ unchunch-throu h’
Initial penetrations were different than predicted vs. an c pa e
-
First stage of preload conducted at draft with no settlement of legs ’
f
f
Port leg punchpunch-through occurred at 91% preload
MATTHEWS~DANIEL
Failure in System
A
v Superseded by Rig Mover
Preloadin Conducted at 5’ Air Ga
MATTHEWS~DANIEL
Lessons Learned parties engaged in preloading operation.
It is important to keep accurate measurements f
When the soils do not behave as Leg Penetration
urve predicts, EXTREME
aution
is advised. Lower air gap = less damage.
MATTHEWS~DANIEL
Accurate Measurement of Spud Can oa an Penetration
MATTHEWS~DANIEL
Case Study Estimated unc Through 5
r
ap
MATTHEWS~DANIEL
ecommen at ons to
e uce
s
ur ng re oa ng
Utilize JRC Scope of Work for Rig Moves
Punch--Through Risk and Recommended Punch
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