Reducing the Cost of Ballast Tank Corrosion through Innovative Ship Design - An Economic Modeling...

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    Antwerp Maritime Academy

    Content of this presentation

    How it all started?

    Do ships rust?

    Ballast tanks and corrosion rates

    What about sacrificial anodes?

    What about corrosion rates and steelqualities?

    Economic model comparing differentapproaches

    26 April 2012/2

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    Antwerp Maritime Academy

    The Antwerp Maritime Academy : Academicmaster degree in Nautical Sciences & STCW95Certificates of Competence

    Bologna declaration 1999: Scientific researchcompulsory alsoat university colleges

    Topic self-evident

    Corrosion and ships are historical enemies

    Post Exxon Valdez => double hull construction fortankers accentuating the corrosion challenge.

    26 April 2012/3

    How it all started?

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    Objectives

    1) Written confirmation of an

    increased corrosion

    problem2) Numerous lab studies

    between 1 parameter and

    the rate of corrosion

    1) Improved corrosion rate

    model based on reality

    => better maintenance

    2) Achievable corrective

    measuresBasis

    Target

    IN SITU

    RESEARCH

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    Methodology

    Development of a survey protocoland sample data sheet

    Spelunking in the ballast tanks ofships of > 150 ships

    Statistical interpretation with a

    multidisciplinary team

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    Do ships rust?

    Definitely they do!

    26 April 2012/6

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    Why do ballast tanks rust?

    oe of the hys

    Alternating wet/dry situation

    Complex structure

    Increased surfaces (double hull)

    Use of high tensile steel Thermos effect

    Difficult and expensive maintenance

    Inadequate surface preparation and

    coating application at construction

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    The corrosion index CI

    Adaptations to IACS:

    11 sub-divisions

    CI as a figure from 0to 10 or a % surface

    G/F/P Corrosionindex

    Weightedcorrosionin %

    Breakdownof coatingor arearusted(Local)

    Breakdownof coatingor arearusted(Scattered)

    Localbreakdownof coatingor rust onedges orweld lines

    Areaofhardrustscale

    Good 0 0% 0% 0% 0% 0%

    Good 1 1.175% 0.5% 0.5% 5% 0%

    Good 2 2.35% 1% 1% 10% 0%

    Good 3 3.95% 2% 2% 15% 0%

    Good 4 7.675% 3% 3% 20% 0%

    Fair 5 10.5% 5% 5% 25% 1%

    Fair 6 15,5% 10% 10% 30% 3%

    Fair 7 25% 15% 15% 40% 5%

    Poor 8 30% 20% 20% 45% 10%

    Poor 9 34% 25% 25% 47.5% 12.5%

    Poor 10 38% 30% 30% 50% 15%

    => 1 single figure

    represents the

    tank condition

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    or

    CI

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    Corrosion index

    FAIR

    POOR

    GOOD

    Scatter diagram & linear regression

    Coating intact about 4.5 years

    Corrosion about 1.7% per year.

    GOODcondition about 10.4 years

    POORafter about 22.1 years

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    Correlation between CI and ship

    specific parameters?

    Disappointing

    No statistical correlation could be established

    between corrosion rate and: Coating type (EpoxyCoal Tar Epoxy)

    Trading area (World Wide, North Atlantic, Europe, Middle and Far

    East)

    Type of vessel (Tankers, Containers, Dredgers, Bulk, Others)

    Length of vessel (

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    Presence of anodes

    The advantage of the presence

    of anodes (in our databsae)

    could not be established

    NOVA

    Source of Variation SS df MS F P-value F crit

    Between Groups 589.5537 3 196.5179 0.914721 0.437165 2.705838

    ithin Groups 19335.52 90 214.8392

    otal 19925.08 93

    AAAAAH!

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    The full database was sub-divided in :

    tanks always wet

    tanks alternating wet/dry

    tanks always dry (not shown, too

    small, neglected)

    Each significant group was againsplitted in function of the presence of

    sacrificial anodes

    Of each group the average corrosion

    rate was calculated (bar graph) andcompared with the linear regression

    line (red axis)

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    Why?

    Immersion time (only 50% of the time)Positioning/distribution

    Evolution in time (function of thedamaged area)

    Absence of an obligation => absence of acontrol mechanism

    Anodes should be installed and maintained

    the correct way or should be left out

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    Relation chemical and physical

    characteristics of ship construction steel and

    corrosion rate 30 samples of grade A steel were collected

    Experimental Korean corrosion resistant steel for use in ballast

    tanks Exposed respectively 6, 12 and 18 months to naturalseawater

    Always submerged

    Alternating wet dry

    Atmospheric humidity.

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    Research started

    2010 at the AMA

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    Results after 6 month permanent

    immersion Experimental color method is

    still experimental LPR & Tafel very confusing

    results, apparently not the

    best of techniques for this

    kind of research

    Weight loss = for us the most

    reliable method

    26 April 2012/15

    Corrosion rate

    Chemical& physicalproperties

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    Ordinate = Mass loss in gr/m2/yearComp 1 = Mn, C & FeComp 2 = Comp 1 +Si, Ni & Cu

    Correlation between corrosion rate

    and chemical composition

    26 April 2012/16

    Robust principle

    component analysis &

    quantile regression

    Average corrosion rate

    (42 samples) 526

    g/m2/year

    Average corrosion rate

    CRS (2 samples): 377g/m2/year

    It seems that CRS

    corrodes 28%less thanthe average ship

    construction steel quality

    3 distinctive clusters

    1: Korean

    experimental CRS

    for use in ballasttanks

    2: High Tensile Steel

    3: Grade A steel

    1

    CRS

    3

    Grade A

    2

    HTS

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    Economic approach

    Case II: Increased scantlings => no more steel replacements Case III: Improved paint system TSCF25 (Tanker Structure Co-operative Forum)

    Case IV: Use of corrosion resistant steel

    Case V: Grade A + PSPC15 + lifetime lasting aluminum anodes

    Case I: Grade A steel + IMO PSPC15 coating + Zn

    anodes (to be replaced every 5 years)

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    Economic approach

    Reduction of the costs

    Costs taken into account

    New building prices

    Repair and maintenance

    Time in dry dock + loss of revenue

    Reduction DWT due to increased scantlings (case II)

    Scrapping value

    NPV calculated with 2% inflation rate and 4% discount rate

    Sources

    Bahrain Dry Docks price list 2008

    Updates provide by IHC (ship construction Netherlands)

    Antwerp Ship Repair

    Damen ship yards

    ArcelorMittal

    POSCO

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    General inflation rate of 2%

    Discount rate of 4%

    Increase of the steel price with 6% pro anno

    26 April 2012/19

    +

    -

    TCO = Total Cost Of Ownership & DR = Discount Rate

    Economic approach

    (NPV)

    (NPV)

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    Economic approach

    26 April 2012/20

    Grade A + PSPC+ Al CRSTSCF25

    Increased scantlingsGrade A + PSPC+ Zn

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    Monte Carlo Simulation

    In the economic model 3 types of parameters aredistinguished

    Fixed parameters deteied y the seleted ships odelsuch as LOA, BOA, DWT, surface ballast tanks etc.

    Dependent parameters which are function of otherparameters f.i. cost of the anodes is function of thematerial, weight, cost of zinc or aluminum and theinstallation cost

    Uncertain parameters which are allowed to vary between2 limits according a distribution model and taking intoaout a ost likely alue.

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    Monte Carlo Simulation

    Uncertain parameters

    Uncertain

    parameter

    Symbol Min. Most

    plausible

    value

    Max. Model Unit

    Initial cost

    PSPC15coating

    PSPC15 40 45 60 Triangular /m2

    Grade A steel(basic price)

    AS 900 1,000 1,500 Triangular /t

    Ratio CRS

    versus grade A

    RACRS

    1.2

    1.3

    1.5

    Triangular

    Drydock/day CDD 2597 2885 3174 Triangular /day

    Time charter

    equivalent

    TC 13,963 15,514 17,065 Triangular /day

    Price zinc PZ 4 5 6 Triangular /kg

    Price Aluminum PA 8 10 12 Triangular /kg

    26 April 2012/22

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    Monte Carlo Simulation

    distribution model uncertain parameters

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    Minimum

    MostPlausibleValue

    Maximum

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    Monte Carlo: Outcome

    26 April 2012/24

    TCO Case V TCO Case I TCO Case III TCO Case II TCO Case IV

    Datenreihen1 22.740.271 22.779.409 22.931.627 26.497.959 27.855.352

    18.000.000

    20.000.000

    22.000.000

    24.000.000

    26.000.000

    28.000.000

    30.000.000

    32.000.000

    TCO, mean value after 5,000 trialsError bar =

    Well Matched

    Freight loss

    Price CRS

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    Sensitivity

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    Only the steel price is decisive

    In case of construction in CRSprice ratio between grade A and

    CRS is of moderate importance

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    Conclusions

    ieased satligs ot adisale. Loss of ago ayigcapacity is overwhelming.

    Cases V, I, and III are very well matched. The correct choice is

    is function of:

    Actual and future cost of steel and coating

    Financial parameters such as inflation and discount rates

    Geuie haateistis of the supe pait ad the oosio

    resistant steel.

    CRS => Promising alternative for the present method of

    constructing ballast tanks if the cost of the CRS dropssignificantly till < 1.1 x Grade A steel .

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    Genuine qualities of TSCF25and CRS

    The use of Corrosion Resistant Steel can onlybe considered if it lives up to the promisedqualities.

    Corrosion resistance seems to be OK (28% less)Weldability has been studied and is OK

    Mechanical properties are under investigation

    TSCF25

    is new and only scarcely applied. TSCF25

    is under fire and certainly not generallyaccepted.

    26 April 2012/27

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    Contact

    Easy uestios ill e aseed ight aayAoyig uestios take a little it oe

    time

    [email protected]@hzs.be

    [email protected]

    26 April 2012/28