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Course Unit 11

Handling Uncertainty H.P. Nachtnebel

Dept. of Water-Atmosphere-Environment Univ. of Natural Resources

and Life Sciences

hans_peter.nachtnebel@boku.ac.at

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Sources of Uncertainty

Data gaps, limited sample size

Measurement errors

Stochastic component in nature (climate, hydrology,…..)

Modelling errors (limited scope, simplified equations, unknown boundaries and initial conditions, parameters)

Changing preferences in our society

Unknown development of technologies….

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Quantifying Uncertainties

Graphical display of a time series

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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Quantifying Uncertainties

Graphical display of a time series

Histogram of a data set

H(Q)

Q [m³/s]

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Quantifying Uncertainties

Graphical display of a time series

Histogram of a data set

Fitting a pdf to a data set

model and data uncertainty

parameter estimation (moments, likelihood ?)

Gewässer: Donau Pegel: Kienstock (bei Krems) Beobachtungszeitraum: 1976 - 1999

0 10 20 30 40 50 60 70 80 90 100

250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000 4250

Q [m³/s]

[%]

Unterschreitungswahrscheinlichkeit Ueberschreitungswahrscheinlichkeit

v x c s x, ,

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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How to handle uncertainty and risk ?

QIN f(QIN)

HP f(HP)

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Water Resources Planning and DM: Unit 10 Uncertainty and Risk H.P.

Nachtnebel

Handling Uncertainties

All the outcomes of a project, the rankings are subjected to uncertainty: they have a range, a pdf

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Handling Uncertainties

Sensitivity analysis

Simulation

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Simulation

For each variable a pdf is assumed

Interest rate Probability

Investment costs Probability

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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Simulation

For each variable a pdf is assumed

Hundreds of simulations

A pdf for the efficiency criterion is obtained

1 BCR Probability

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Simulation

For each variable a pdf is assumed

Hundreds of simulations

A pdf for the efficiency criterion is obtained

1 BCR Probability

Failure probability

The project will not be economically justified f(BCR)

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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Handling Uncertainties

Sensitivity analysis

Simulation:

We can estimate the failure probability

We could prespecify a certain minimum probability of success.

E.g. I would accept a project with a 90 % probability of sucess:

PS >0.9

F

S f x dx P

P ( ) 1

1

1

0

) (x dx f

PF

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Example: Water Shortage

0

*)) ( ( ) (

*)

(Q f QD D QD Q dQD

R

t Q(t)

Q* Required amount Water deficits QDi

QD (m3) Damage D (€)

i

i

t

t

i Q Q t dt

QD

1

)) ( ( *

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Example: Water Shortage

Objetive: reduce the risk

Manage the demand (improve water use efficiency) Manage the supply (increase the supply rate by

building/enlarging a reservoir)

Storage capacity S

Costs C Costs C

Water Use Efficiency WUE

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Example: Water Shortage

What is the decision criterion ?

R ( Q *) C ( S )

Min

R ( Q *) C ( WUE )

Min

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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What happens after building a levee ?

f (Q)

Q

Potential D (Q)

Q X*

old new

PDFs and Risk curves

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Risk curves

Flood probability f(Q)

Q

Damage potential D(Q)

Q

X*(T)

Damage potential D(Q) Prob(Damage>D)

1/T*

Risc curve

Increased damage potential

Design level X*

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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Consequences

The expected damages may be larger after flood implementation of flood protection measures

Land management and development strategies are required

Safety of levees ?

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Comparison of different risk curves

Comparison of two hazards with quite different consequences

A1 very low probability of occurrence but extreme consequences

A2 high probability of occurrence but lower consequences

E.g. A1 nuclear power station and A2 thermal power station

Cumulative probability

Damages

A1 and A2

A1 has a low mean value but is highly skewed A2 has a higher mean but an upper limit

1

0.5

Which alternative would you prefer ?

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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Comparing risks

Two alternatives, A1 and A2, exhibit annual net benefits (k€) with a certain probability. The outcomes are Aik

Which one should be chosen ?

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Comparing two Uncertain Outcomes

Possible Decision Criteria Max { wi NBik}

Max {Max(NBik)}

Max {Min (NBik)}

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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Decision techniques

Bernoulli criterion: choose the one where K1 is better:

K1 = max {K1,i} = max { wk Aik} K1,1 = 4 333 k€/a

K1,2 = 4 266 k€/a

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Decision techniques

Neumann-Morgenstern criterion: try to avoid losses or take a risk averse position

K3 = max{K3,i} = max{min(Aik) for wk >p0}

Choose A2 because the worst outcome is 3 600 k€/a which is better than the outcome of A1

Is a useful criterion for public investments, safe decision

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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Comparing two Uncertain Outcomes

Two alternatives with uncertain net benefits Which alternative is better

A1 A2

w1=33% 6 200 4 900

w2=33% 4 100 4 300

w3=33% 2 500 3 600

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Perception of risk

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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Comparing two Uncertain Alternatives

Damages Social Costs

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Comparing two Uncertain Alternatives

The mean value of A1 < A2

There is high probability that the damages vom A1 are smaller than from A2

But it may happen that the damages from A1 are >>>

than from A2

Being risk adverse select A2

Course unit 11: Handling Uncertainty H.P. Nachtnebel

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Summary and Conclusions

Uncertainty is essential in DM

All our decisions are subjected to uncertainty

Several performance indicators were defined failure rate, reliability, risk

Several strategies for risk management were discussed Max average

Min losses (risk averse) Max max (risk prone)

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