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• To set in place, and implement, the systems and processes to assure ongoing availability of storage tanks, without compromising Technical Integrity and HSE.
Integrity Management Objectives
Storage tank RBI• EEMUA 159• API 581 Appendix O• Inspection plans
Storage tank RBI: goals
• Meet requirements from legislation• Cover risks that can be foreseen• Evaluate and improve operational maintenance plans• Reduce direct and indirect costs (consequences) of ineffective
maintenance• Provide evidence for “good ownership”
Tank Maintenance Plan
Tank MaintenancePlan
Maintenancehistory
Inventure bestpractice
Norms andguidelines
Inspectiontechniques
Input client
Inspectionhistory
Repairs and modifications
Condition assesment and failures
AvailabilityCleaning procedures
NDTOn stream methods
ClusteringMethodologies
API 581, EEMUA 159, API 653
Closing the loopMaintenanceRBI-based
Maintenanceplanning
Repair procedures
RBI-basedmaintenance plan
RBI re-evaluation
Tank fixed inspection intervals
years
Cleaning
Inspection
Maintenance
Production loss
cost
s
Tank flexible inspection intervals
years
Cleaning
Inspection
Maintenance
Production loss
cost
s
API 581 appendix O
• Specifically developed for storage tanks• Statistical background• Very comprehensive• Worldwide accepted• Follows the API 653
Statistical background API 581Leak
Rupture
Api 581: Leak and rupture scenarios
Api 581: Acceptable damage factor
Api 581: Status of tank
Damage factor now
Damage factor can grow to 630. The ar/t can grow to 0,88
Api 581: most important parameters• Risk category• FFP acceptable wallthickness• Degradation mechanisms• Inspection rating• Product leakage scenario• Repair plan tankfloor• Coating tankfloor• Acceptable damage factor
Api 581: Risk matrix tank
X
A DC E
1
2
3
10005
4
B
100
20
2
Likelihood (Damage Factor)
Likelihood (category)
Consequence (category)
Consequence ($)
$10K $100K $1M $10M
Low Risk Medium-High Risk
High RiskMedium Risk
Api 581: Damage factors
EEMUA 159: example tankfloor• Tank 44• built in 1986• 56 meter diameter• Product is crude • Floor new 7 mm, annular 12 mm• One inspection from 1996, dataset with UT wallthickness
measurements• Last inspection in 2006, new dataset with UT wallthickness
measurements• An RBI analysis is carried out
EEMUA 159: example tankfloorCharacteristics:• Risk analysis is carried out• In statistical analysis UT datasets extreme value fit is used.
Corrosion rate is calculated• Fitness for service criteria are being established• Based on remaining lifetime calculation and criticality factor
an inspection interval is determined• Based on the analysis a maintenance plan is made to maintain
the integrity such that the inspection interval is 15 years
1) Guidelines for use of statistics for analysis of sample inspection of corrosion, HSE 20022) Kowaka M: ‘Introduction to life prediction of industrial plant materials – application of extreme value statistical method for corrosion analysis’. Allerton Press Inc, New York, 1994,
EEMUA 159: UT datasets tankfloorWallthicknesses tank 44
0
2
4
6
8
10
12
14
16
18
4,5 5 5,5 6 6,5 7 7,5 8 8,5Wall thickness
Freq
uenc
y Wanddiktes 1996
Wanddiktes 2006
EEMUA 159: RBI results tankfloor
• Corrosion rate 0,125 mm/year• Remaining life: 17 years• Rejection limit (fitness for purpose): 2,5 mm• Probability rating: Negligible• Consequence rating: High• Overall risk rating: Medium• Next inspection in years: 10; yr. 2016
EEMUA 159: Handling the results
Client wants to close the tank for 15 years, however the inspection term from the EEMUA RBI study is 10 years.
Solution: weld patch plates on all areas with a wallthickness lower than 4,9 mm.
Added Value
• Regular ‘health checks’ undertaken and documented
• Strategies aligned to Client business drivers• Safe operation• Optimised inspection costs• Higher up time• Avoidance of losses to the environment
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