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1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Page 1: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

1Challenge the future

Onderhouden of NieuwbouwenProf Han Vrijling/ir drs Jules Verlaan

Page 2: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

2Challenge the future

Contents

• Theory of Maintenance• Maintenance in Port Engineering• Life cycle cost• Economic life cycle approach• Life cycle approach to systems• Conclusions

Page 3: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

3Challenge the future

Mechanical Engineering

Maintenance• Inspection• Repair

• Strategies• Corrective• Failure Repair

• Preventive• Inspection Repair

• Working hours• State

Page 4: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

4Challenge the future

“bath tub” curvebased on the observation of many actual failures

conditional failure rate h(t) = f(t)/{1- F(t)}

Condit

ional

failu

re r

ate

Time

New Old

Page 5: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Hydraulic and Port Engineering

• Corrective maintenance• Is not advised in view of the risk involved: partial closure

of the port

• Preventive maintenance• Time based• Use based• Load based• Resistance based

w

Page 6: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Conditional failure rate Hazard rate

• Pr {R<S} in year n, given survival to n• No deterioration of R

Sea dike

Height dike

Stays the same

If “it” worksfailure rate is dropping

Page 7: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Are good deterioration models available?

Page 8: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Dike settlement

• S.L.S. h0-A.Int = h(t)• U.L.S. H(t)-HW

overtopping

Page 9: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Channel siltation

• S.L.S. d0 - zi = d(t) random walk

• U.L.S. d(t) - dship grounding

Page 10: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Value of inspection

Page 11: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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The life cycle cost problem

Minimize total cost:•Investment•Inspection•Repair•Risk = pfailure x Consequence

Ctotal = Cinvest + Cinsp + Crepair + pfail x C

Minimize PV{Ctotal}   

Page 12: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Capital dredging → InvestingEcho sounding → InspectionMaintenance d. → RepairPr(grounding) → Risk

Dredging cycle2-5 years

Page 13: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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The economic life cycle problem

More alternatives:1. Repair old structure2. Build new structure

Minimize total cost!

Economic lifetime < Technical lifetime

New structure Old structureWages   WagesFuel FuelMaterial MaterialInspection InspectionRepair RepairDepreciation -Interest -Insurance (risk)  Integral cost new < Variable cost old

Technical lifetime

Economic lifetim

e

Page 14: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Economic life cycle approach

Economic point of view:A RevenueB Cost

Not only costs

New structure Old structure

Revenuenew   Revenueold

Integral costnew Variable costold

Profitnew > Profitold

Page 15: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Economic life cycle approach

Planned economic life time>

Real economic life time

-Loss of investment

• Intensify use• Move assets to other location• Reassemble assets for other function• Built in flexibility

Underlying assumption:Technical lifetime > Economic lifetime

Most promising

Page 16: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Economic life cycle approach of the port system

- deep water channel- Entrance channel- Breakwaters- Port layout + handling- Quays and jetties- (un)Loading equipment- Inland transport

Limiting factor!Revenue orientationChanges in relative costs

Org

aniz

ati

on

port

& t

raffi

c

Focus is on

Page 17: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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•  

Cause of value

Page 18: 1 Challenge the future Onderhouden of Nieuwbouwen Prof Han Vrijling/ir drs Jules Verlaan

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Conclusions

Maintenance theory is an aid to life cycle management. Focus on risk of failure

Include the renewal option in life cycle cost management

New opportunities are more important than optimal maintenance

Optimize the port system spending on limiting factors

Do some dismal thinking to find the bright ideas