Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A...

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Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems + Civil and Environmental Engineering Author: Flexibility in Engineering Design MIT Press, 2011 with Prof. Stefan Scholtes, University of Cambridge UK

Transcript of Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A...

Page 1: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

Flexibility in Infrastructure Design

A “Future Proof” Approach

MIT Professor Richard de Neufville

Engineering Systems + Civil and Environmental Engineering

Author: Flexibility in Engineering Design MIT Press, 2011

with Prof. Stefan Scholtes, University of Cambridge UK

Page 2: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Goedemorgen iedereen!

Het is een genoegen

en een grote eer

om met U!

Page 3: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

This is the book

MIT Press, 2011, 2013

Available online from

Amazon Germany

pocketbook and ebook

(about € 19)

Page 4: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Theme for Today

Flexibility in Design is new approach that is

• Desirable – it recognizes uncertainty

• Practical – not difficult to implement

• Valuable – can increase expected value significantly -- at lower cost!

• Economical way to “future proof” system

I am happy to have the opportunity to collaborate on this with Rijkswaterstaat

Page 5: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Outline

1. Flexibility in Design – a definition – what it is, and why it is new approach

2. Its overall characteristics • Desirable – it is realistic about issues • Practical – examples demonstrate • Valuable – 20 to 30% increases in

expected value – at lower cost!

3. Economical way to “future proof” system

Page 6: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

What is Flexibility in Engineering Design?

Flexibility is the capability easily to change the capacity or function of a system.

Flexibility exists in a system because of prior planning and design decisions.

Flexibility can be either “in” or “on” system • “in” as part of technical design (usb ports

on lap top to permit other devices) • “on” from management arrangements

(mothballing rather than closing a factory) • Also known as “real options”

Page 7: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Example of Flexibility in Design

Vertical Expansion of Health Care Service Corporation Building, Chicago.

Phase 1 (left) and Phase 2 (right, opened 15 years later) in center of image.

Source: Goettsch Partners, 2008 and Pearson and Wittels, 2008.

Page 8: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Why Flexibility in Design Desirable?

The simple answer is because of uncertainty about what we need.

• The fact is that we cannot predict future exactly over 50-year life of infrastructure.

• Too many trend-breakers and surprises

We need capability to provide for real needs – not what we mistakenly imagined years earlier, based on incomplete information

This is contrary to established practice!

Page 9: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Traditional Design Avoids Uncertainty

Adapted from

O. de Weck

User Needs

Product System

Subsystem

Components

Marketing or Political Process

Systems Engineering

Subsystem

Development

Component

Design

Requirements

Definition Fielding/

Launch

Conceptual Design

Preliminary Design

Detailed Design System

Operation

Component Testing

Subsystem Integration

Final Assembly

System

Testing

Components

Subsystem

System

System

Validation

Page 10: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Flexibility in Design is Practical

Suspension bridges, strength for 2nd deck

• George Washington Bridge, New York

• 25 de Avril bridge across Tagus, Lisboa

Skyscrapers for vertical extension

• HCSC Building, Chicago (image shown)

• Tufts Dental School, Boston

Flood Control Works

• See image, following

Page 11: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

Floodwall in Sacramento, California

A base strong enough for higher wall, enables building

lower wall (less cost) with option to add height if needed

Source: Building of Morrison Creek floodwall, Sacramento, CA, flickr.com via Kim Smet

NGInfra Presentation © 2014 Richard de Neufville

Page 12: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Value of Flexibility in Design

Flexibility in design can deliver measurably great value. Case after case show 20 to 30% increased expected value.

What’s the intuition?

• Mitigates, lessens risk (downside) – a win

• Opens opportunities (upside) – more win

• Lowers first capital expenditures (capex)

• More value, lower cost, great benefit/cost!

• A win-win approach

Page 13: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Example: Deep Water Oil Platform

Page 14: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Details of Case

• Reservoirs in deep water, off Country ***

• Design team took traditional approach – optimize for “best estimates”

• Preliminary design: Single large facility

• Note Uncertainties:

– Price of Crude Oil highly volatile

– Estimates of economically recoverable quantity of oil+gas differ by factor of 2

Page 15: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Flex Design: small modules + subsea

Value-at-Risk-Gain (VARG) Curve

(with reservoir uncertainty)

0

0.2

0.4

0.6

0.8

1

-100 -50 0 50 100 150 200 250 300 350

Net Present Value [ % of ENPV of strategy 1]

Cu

mm

ula

tive P

ro

bab

ilit

y

Strategies 1&2

Strategies 3&4

Strategy 5

Strategy 6

Strategy 7

Strategy 8

Source: Lin et al, 2009

Results compared

to base case:

Loss: risk eliminated

Gain: maximum value

much higher

Overall: Expected

value plus 78%

X-axis: Value

Y-axis: Probability

Page 16: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

NGInfra Presentation © 2014 Richard de Neufville

Looking Back:

Flexibility in infrastructure is

Desirable – Realistic view of uncertainty

Possible – Plenty of examples

Valuable – many demonstrations

Now: Economical Way to

“Future Proof” our systems

Page 17: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

An Essential Issue: Uncertainty

Our infrastructure lasts a long time

• One generation for sure

• Maybe two or three

We do not, indeed cannot, know what

our needs will be so far in advance

Experience of surprises, trend-breakers

(climate change, fracking, nuclear…)

NGInfra Presentation © 2014 Richard de Neufville

Page 18: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

Forecast is ‘always’ wrong

What actually occurs is generally differs

greatly from what was forecast long ago

Even when overall numbers are within

10%, big differences in needs, services

(think of aviation traffic through Schiphol)

The point is, we really do not know what

future our infrastructure will serve

NGInfra Presentation © 2014 Richard de Neufville

Page 19: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

How do we “future proof” infrastructure?

What is your reflex?

How do we guarantee future performance?

Make infrastructure strong enough (raise

dikes by x meters, for example) to meet all

conceivable needs.

By definition this would guarantee future

– provided we could really conceive of all

possible futures…

NGInfra Presentation © 2014 Richard de Neufville

Page 20: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

Over-building is expensive and wasteful

Overbuilding is clearly expensive (not only in

money, also in space, time, and effort)

Overbuilding is wasteful because

• focus on extreme means strong possibility

that much of system will be unnecessary

• Building later is cheaper (deferring interest

payments)

• Better to build later, with less ignorance,

more knowledge of future.

NGInfra Presentation © 2014 Richard de Neufville

Page 21: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

Flexible Design Recommended

It is the more efficient, economical way to

prepare for unknown future.

Properly done, flexible design:

• Enables appropriate response to several

possible futures

• Defers some investment (saves interest)

• Avoids some investment (more savings)

• Lower cost per project permit more

projects, more service to more people.

NGInfra Presentation © 2014 Richard de Neufville

Page 22: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

Overall Suggestion

• Less effort on trying to predict long-term

future – in any case unknowable

• Less effort on building infrastructure now

that will satisfy guessed at future

• Emphasis on implementation of facilities

that could – by extension or adaptation –

meet several futures

• Thus reducing immediate project costs,

and facilitating more projects and service

NGInfra Presentation © 2014 Richard de Neufville

Page 23: Flexibility in Infrastructure Design · 2014. 10. 7. · Flexibility in Infrastructure Design A “Future Proof” Approach MIT Professor Richard de Neufville Engineering Systems

This is the book

MIT Press, 2011, 2013

Available online from

Amazon Germany

pocketbook and ebook

(about € 19)