Payoffs, alternatives, and expected monetary values are terms associated with:

Payoffs, alternatives, and expected monetary values are terms associated with


A] virtual reality
B] Product Lifecycle Management
C] Quality Function Deployment
D] decision trees
E] make-or-buy analysis



Certainty Equivalent.The minimum guaranteed amount one is willing to accept to avoid the risk associated with a gamble.
Coefficient of Realism [α].A number from 0 to 1 such that when α is close to 1, the decision criterion is optimistic, and when α is close to zero, the decision criterion is pessimistic.
Conditional Value, or Payoff.A consequence or payoff, normally expressed in a monetary value, which occurs as a result of a particular alternative and outcome.
Decision Alternative.A course of action or a strategy that can be chosen by a decision maker.
Decision Making Under Certainty.A decision-making environment in which the future outcomes are known.
Decision Making Under Risk.A decision-making environment in which several outcomes can occur as a result of a decision or alternative. Probabilities of the outcomes are known.
Decision Making Under Uncertainty.A decision-making environment in which several outcomes can occur. Probabilities of these outcomes, however, are not known.
Decision Table.A table in which decision alternatives are listed down the rows and outcomes are listed across the columns. The body of the table contains the payoffs.
Efficiency of Sample Information.A ratio of the expected value of sample information and the expected value of perfect information.
Equally Likely.A decision criterion that places an equal weight on all outcomes. Also known as Laplace.
Expected Monetary Value [EMV].The average or expected monetary outcome of a decision if it can be repeated many times. This is determined by multiplying the monetary outcomes by their respective probabilities. The results are then added to arrive at the EMV.
Expected Opportunity Loss [EOL].The average or expected regret of a decision.
Expected Value of Perfect Information [EVPI].The average or expected value of information if it is completely accurate.
Expected Value with Perfect Information [EVwPI].The average or expected value of the decision if the decision maker knew what would happen ahead of time.
Expected Value of Sample Information [EVSI].The average or expected value of imperfect or survey information.
Maximax.An optimistic decision-making criterion. This is the alternative with the highest possible return.
Maximin.A pessimistic decision-making criterion that maximizes the minimum outcome. It is the best of the worst possible outcomes.
Minimax Regret.A decision criterion that minimizes the maximum opportunity loss.
Opportunity Loss.The amount you would lose by not picking the best alternative. For any outcome, this is the difference between the consequences of any alternative and the best possible alternative. Also called regret.
Outcome.An occurrence over which the decision maker has little or no control. Also known as a state of nature.
Risk Avoider.A person who avoids risk. As the monetary value increases on the utility curve, the utility increases at a decreasing rate. This decision maker gets less utility for a greater risk and higher potential returns.
Risk Neutral.A person who is indifferent toward risk. The utility curve for a risk-neutral person is a straight line.
Risk Premium.The monetary amount that a person is willing to give up in order to avoid the risk associated with a gamble.
Risk Seeker.A person who seeks risk. As the monetary value increases on the utility curve, the utility increases at an increasing rate. This decision maker gets more pleasure for a greater risk and higher potential returns.
Sequential Decisions.Decisions in which the outcome of one decision influences other decisions.
Utility Curve.A graph or curve that illustrates the relationship between utility and monetary values. When this curve has been constructed, utility values from the curve can be used in the decision-making process.
Utility Theory.A theory that allows decision makers to incorporate their risk preference and other factors into the decision making process.

The addition to the criterion of MEMV of three simple statistical measures, variance, volatility, and probability of exceeding a fixed value of the return of a project, sheds significant light on decisions. The probability of exceedance can be used to mandate a priori a fixed probability of monetary return that would be acceptable, and from which the range of parameters of a project that are worthwhile or not to bid for can be assessed. If in a project there exists a chance that it can fail, and because a minimum bid is considered the amount just meeting the cost of the project under optimum conditions, multiples of this bid will of course increase the MEMV correspondingly, but no matter how large these bids are they will not improve the uncertainty about the return of the project.

Inclusion of an extreme scenario will always yield worse than expected returns than if such a case were not considered. However, the full effect of a catastrophic situation is not revealed in the expected return through the MEMV since this does not differ significantly from that of a limited spill case but in the substantial increase in uncertainty. This may lead to overdesign and additional measures for systems backup, monitoring, etc., and is perhaps the reason why in many projects catastrophic scenarios are not considered. To compound the situation, the probability of extreme events cannot be assessed through the frequentist theory of probability, i.e., of the notion that a specific event appearing m times out of a total of N trials has a probability m/N, and, if instead experts' opinions were utilized it has been seen that the human brain has difficulty in assessing the likelihood of extreme events [Kahneman and Tversky, 1979, 2000; Kahneman, 2012].

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Costs of Accidents, Costs of Safety, Risk-Based Economic Decision Making

Hans Pasman, in Risk Analysis and Control for Industrial Processes - Gas, Oil and Chemicals, 2015

9.3.7 Decision analysis and decision trees

Decision making has a binary nature—we go for it or not. The primary objective of decision analysis is to identify the decision alternative that maximizes expected utility or expected monetary value with probability of occurrence as the outcome consequence weight factors. As mentioned in the introduction to this section, decision trees are a means to structure decision making taking account of the various aspects or components and motivate gathering the needed information. In computer science much use is made of binary decision trees. Binary refers to a Boolean basis: an aspect must be reckoned with or not, it is true or false, the value is one or zero [as in a truth table]. In fact, it is embodying the “if-then-else” rule. Binary decision trees are very useful in development of digital systems. The tree that branches up to the final decision is a directed acyclic graph.

Here, we are more interested in decision trees that include uncertainty as required for a system approach. Ian Jordaan,27 Memorial University of Newfoundland, described the field. Basic is the distinction of a [binary] choice node, which Jordaan calls a decision fork, followed at each branch by a probability node, or chance fork. In Figure 9.6, a simple example using point values is given of risk-based decision making use of the module PrecisionTree of [email protected] MS Excel-based decision analysis software [easily found on the Internet]. In a process under normal condition a light protective measure is adequate, but one needs a heavy protective measure if a coincidental process condition materializes. From the choice of protection four end states arise, called consequences or utilities because they represent values to the decision maker. Two of these end states can be classified as adequate protection, the other two as under- and over-protection. Hence, basically, the choice depends on how the decision maker perceives the chance or probability that the condition will occur. Here, an increase in occurrence probability of 0.08 to a value of 0.1 will change the preference from light to heavy protection.

Figure 9.6. Top left and right: Shown is an example of a decision tree. As explained in the text, the decision is about choice of a protection system: Light costing €1000 but only adequate for normal process situation, or heavy €10,000. In case of underprotection, damage sustained by the installation is €100,000. Left: For a coincidental hazardous process condition estimated to occur 8% of times or occurrence probability of 0.08, light protection is the best choice based on minimum cost. Right: At occurrence probability of 0.1 or higher, heavy protection makes sense. The calculation to compare monetary value of the two decision alternatives was made by Palisade's Precision Tree. Bottom: The same calculation made with a Bayesian net by means of GeNIe v.2.0 of Decision Systems Laboratory of the University of Pittsburgh [see Section 7.5].

An additional possibility is collecting more information about circumstances influencing the emergence of the coincidence. A value of information calculation can be cost-effective to lower uncertainty and reduce the risk of decision under uncertainty. Developing the knowledge by, for example, testing, requires funding, but the value of this information must be balanced against the gain in knowledge and reduction in uncertainty. The larger the uncertainty, the higher the value of the information and at lower cost to obtain than when the uncertainty is at lower levels. This calculation will form a pre-decision node. In case testing would be very costly or not possible, improved information could be gained through estimation by employing so-called pre-posterior analysis. This is by simulating a posterior distribution by taking the prior and estimate the conditional probabilities of what you would observe in a test [this is a kind of contingency analysis]. Another value of information is the value of control to reduce uncertainty of outcomes. Prior to finalizing a decision, both approaches can be simply added. The bad state probability may be strongly reduced. For this simple case, overview can be kept easily, but evaluating for example a complete bow-tie will be different. Apart from enabling to cope with complexity, the result of the calculation with the software offers clarity in team communication and later review.

By combining PrecisionTree with @Risk, or by calculation in Bayesian nets, uncertainties in the probabilities of occurrence and of consequences can be included. The Precision Tree software allows the tree to be converted to the appearance of an influence diagram. The GeNIe Bayesian Net can do this too, while it is at the same time more versatile and able to calculate a result using distributions of all relevant information.

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Economic Analysis

Tarek Ahmed, D. Nathan Meehan, in Advanced Reservoir Management and Engineering [Second Edition], 2012

7.7.3 Decision Trees and Utility Theory

Decision trees are a useful way to describe alternative scenarios and select the decision that maximizes the NPV or whatever the decision maker is trying to optimize. In a subsequent section, we will see that “utils” can express the relative desirability of various outcomes. In decision theory, the most desired outcome is based on the goals and preferences of the decision maker. The reservoir engineer can use decision trees to describe complex scenarios with multiple decisions and multiple probabilities. This discussion can be considered only a brief introduction. In constructing a decision tree, we use rectangles to represent decision nodes and circles to represent probability nodes. Two or more decisions can be associated with each decision node, and multiple nodes can be associated with a probability node. A probability node representing betting $1000 on number “30” at a roulette wheel11 in Las Vegas is shown in Figure 7.11

Figure 7.11. Probability node.

The single bet on number 30 can easily be evaluated as to its expected value as follows:

EV=−1000$+[138]×$36,000+[3738]×0=−$52.63

In other words, a single bet of $1000 on number 30 [or any other number] has a negative expected value of $52.63. Similar analyses will show negative expectations for each of the gambling games explaining the fabulous hotels and inexpensive “all you can eat” buffets in Las Vegas. But is it crazy to play roulette or make other decisions selecting lower expected values than other alternatives? No, the decider may have a different use for $35,000 than $1000. Maybe he owes a debt that is immediately due and has a major negative result if he is unable to generate $35,000 right away. This particular preference for risk is actually unusual; most people have less utility for expected outcomes that have large negative impacts. This analysis does not mean that every player will lose money playing roulette. It is a relatively straightforward exercise to model a roulette wheel with various strategies in which a significant fraction of the players win.12 It is the aggregate EMV of all players over the long run that is negative.

Suppose someone gives you the chance to play a game in which a fair coin is flipped. In the case of heads,13 you receive $2 and for tails you get nothing. You will no doubt be happy to play this game as it has an expected monetary value [EMV] of $1. How much would you be willing to sell your ticket for? It is unlikely anyone will pay you much more than $1, and if you sell it for much less you are “giving away” EMV. Now consider another game. In this game you have to buy a ticket. In this game a heads pays $3 and a tail pays $1. How much would you be willing to pay for this ticket? The EMV of this game is $2, and if you pay any less than that you are [on an expected value basis] gaining money. Would you pay more than $1? If you paid $1, the second game becomes equivalent to the first with the net result of a head being $3−1=$2 and the result of a tail would be $1−1=$0. Is there a difference in how much you are willing to sell your ticket for in the first game and what you are willing to pay for it in the second game? Decision makers often make decisions on other than an expected value basis based on how much investment exposure is necessary.

Let us consider another set of decisions. In the first option, you pay €1000 by investing in a very small percentage [0.1%] of a drilling well that you anticipate has a 50% chance of success [or a coin flip for heads if you prefer]. In the case of a discovery you win a series of cash flows with an NPV of €4000, while a dry hole pays nothing. The EMV is 0.5×€4000−1000=1000. Are you interested in this investment? If you believe these numbers and have €1000 to invest, it is an obvious decision to participate in the project. Now let us look at the 100% working interest position. In this case, you need to invest €1,000,000 and have a 50% chance of €4,000,000. Assume that your net worth is just enough that you could come up with the money by mortgaging your house, cashing in your retirement, and borrowing all of the money that you can; it is unlikely that you would accept such an investment opportunity. A single investment or a series of investments that has the potential to bankrupt an investor is known as “gambler’s ruin.” Your utility for a positive €1,000,000 is considerably less than 1000 times greater than it is for €1000. By analyzing your responses to a series of similarly constructed alternatives, an individual with game theory expertise could construct your “indifference curve.” Your personal utility and indifference curves and those of the decision maker are not as important as are the utility functions of the corporation. For our purposes, we will assume that the corporation has a unit slope linear utility function and makes its decisions entirely on EMV. Exceptions to this would only occur for massive investments.

In the drill vs. farmout example, we had a decision tree, see Fig. 7.12.

Figure 7-12. Decision tree.

There were only two decisions: drill and farmout. The probability nodes were only dry hole or discovery. The analysis of a decision tree proceeds from right to left as the EMV is calculated for each probability node. The expected value of each probability node is replaced with its expected value, and the highest EMV decision node is selected. There can be multiple probabilities at each probability, and the probability node can be replaced by Monte Carlo simulations. In fact, the entire decision tree can be replaced by Monte Carlo simulations with a distribution of decisions being made and the corresponding variability in results conveyed to decision makers.

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Decisions in Engineering Design

Kuang-Hua Chang, in Design Theory and Methods Using CAD/CAE, 2015

2.3.3 Decision Under Risk

In this section, we revisit the decision under risk, in which the probabilities that affect the outcomes usually are assumed to be known. We introduce more rigorous treatment to the decision-making model, in which we revisit the car-buying example for illustration.

To facilitate our discussion, we assign N and U to the options of new and used car, respectively; and W and F to the events of car works well without major repairs and car fails due to major problems, respectively. The buyer also consulted with the dealership, and the historical data suggest that there is an 80% chance that a new car does not encounter major problems in 10 years. The historical data also suggest that the probability is 50% for a used car. At the time, this was the best possible estimate that the buyer was able to attain. Next, we construct a decision tree to aid the buyer in making a decision. The payoff table of Table 2.4 is expanded by incorporating the probabilities and expected values. In Table 2.6, the notation P[W|N] stands for the probability of new car [N] that works [W] well in 10 years. Similarly, P[F|U] stands for the probability of used car [U] that fails [F] in 10 years [i.e., encountering major problems], and so on.

Table 2.6. Cost of Different Options and Events [Payoff Table]

States of Nature [Events]Courses of ActionNew Car [N]Used Car [U]ProbabilityPayoffExpected ValueProbabilityPayoffExpected ValueWithout major problems [W]P[W|N] = 0.8$25,000$20,000P[W|U] = 0.5$15,000$7500With major problems [F]P[F|N] = 0.2$35,000$7000P[F|U] = 0.5$30,000$15,000$27,000$22,500

Assuming these historical data are reliable, the payoff table and the probability estimates can be combined to arrive at the expected payoff of individual decisions. The expected payoff is also called the expected monetary value [EMV] in decision theory. The calculations are summarized as follows:

[2.3]E[ai]=∑jP[ϕj]v[ai,ϕj]

where E[ai] is the EMV of event ai.

Hence, for the event of buying a new car, the expected payoff is

E[N]=∑jP[ϕj]v[N,ϕj]=P[W|N]v[N,W]+P[F|N]v[N,F]=0.8[$25,000]+0.2[$35,000]=$27,000

Similarly, for the event of buying a used car, the expected payoff is E[U] = $22,500, as shown in Table 2.6. Therefore, based on the expected payoff, buying a used car presents a better option.

The car-buying example can be represented in a decision tree similar to that of Section 2.2.2. The decision tree for the car-buying example is shown in Figure 2.4.

FIGURE 2.4. Decision tree for a car buyer: [a] starting tree and [b] solution tree.

As discussed in Section 2.2.2, the general approach to solving a decision tree is to move backward through the tree [from right to left] until we reach the originating decision node. We select a payoff node and move left to trace the branch to encounter the next node. If the next node is a chance node, we calculate the expected value [E] of all nodes connected immediately to the right of the encountered node by using Eq. 2.3. In this example, we calculate the expected values for the options of buying a new car E[N] and buying a used car E[U], respectively.

We enter these values to their respective chance nodes, and then move left to encounter a decision node—in this case, the originating decision node, as shown in Figure 2.4b. At the decision node, we select the branch that leads to the best value. In this case, $22,500 is the best value, representing a lesser overall cost. At this point, we reach a decision of buying a used car.

One of the difficulties in using the decision tree method is coming up with the probabilities of the uncertain event occurring. In the car-buying example, how certain is the event that the probability of a used car without major problem is P[W|U] = 50%? In this case, we do not have to agonize too much over the accuracy of the estimate because we can easily test to see if the decision to buy a used car is sensitive to the probability estimated. We first let the probability be P[W|U] = x. Then the probability of a used car having major problems is P[F|U] = 1 − x. The expected value of buying a used car is

E[U]=x[$15k]+[1−x][$30k]=$30k−$15kx

If we equate the two expected values of used and new car E[U] = E[N] = $27k, we have x = 0.2. In other words, as long as the probability of a used car without major problems is greater than 20%, buying a used car is still a good choice.

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Units, acronyms, and glossary

Stephen A. Rackley, in Carbon Capture and Storage [Second Edition], 2017

25.2 CCS-related acronyms

A

AABW

Antarctic bottom water

ACFC

Activated carbon fiber cloth

ACS

Agricultural carbon sequestration

AER

Adsorption enhanced reforming

AGR

Acid gas removal

AGS

Acid gas storage

ALARP

As low as reasonably practicable

ALW

Accelerated limestone weathering

AOR

Area of review

AR

Assurance review

AR4/5

Fourth/Fifth Assessment Report [IPCC 2007/2014]

ARD

Afforestation, reforestation, and deforestation

ARW

Amine reclaimer waste

ASCM

Adsorption-selective carbon membranes

ASU

Air separation unit

AT

Total alkalinity

A-USC

Advanced ultrasupercritical

AVO

Amplitude versus offset

AZEP

Advanced zero-emission power plant

B

BAT

Best available technology

BCA

Benefit–cost analysis; belowground carbon allocation

BCM

Biologically controlled mineralization

BECCS

Biomass energy with carbon capture and storage [or sequestration]

BFB

Bubbling fluidized bed

BFLM

Bulk flow liquid membrane

BIGCC

Biomass integrated gasification combined cycle

BIM

Biologically induced mineralization

BLGCC

Black-liquor gasification combined cycle

BOS

Basic oxygen steelmaking

C

CA

Competent authority

CAAA

Clean Air Act Amendments

CAF

Cost to avoid a fatality

CAP

Chilled ammonia process

CAPM

Capital asset pricing model

CAT

Carbon abatement technologies

CBA

Cost–benefit analysis

CBL

Cement bond log

CC

Combined cycle

CCGS

Carbon capture and geological storage

CCGT

Combined cycle gas turbine

CCS

Carbon capture and storage [or sequestration]

CCSTN

Canadian Carbon Capture and Storage Technology Network

CCT

Clean coal technology

CCU

Carbon capture and utilization

CDCL

Coal direct chemical looping

CDM

Clean Development Mechanism

CDMC

Climate Decision Making Center

CERs

Certified emission reductions

CF

Certification framework

CFBC

Circulating fluidized bed combustion

CFD

Computational fluid dynamics

CGS

Carbon geological storage

CLC

Chemical looping combustion

CLG

Chemical looping gasification

CLM

Contained liquid membrane

CLOU

Chemical looping with oxygen uncoupling

CLR

Chemical looping reforming

CMI

Carbon Mitigation Initiative

CMMV

Characterization, modeling, monitoring, and verification

CMSM

Carbon molecular sieve membranes

[CO2]

CO2 concentration

CPG

CO2 plume geothermal

CSEM

Controlled-source electromagnetic method

CSEGR

Carbon storage with enhanced gas recovery

CSH

Calcium silicate hydrate [cement gels]

CSLF

Carbon Sequestration Leadership Forum

CS-SSGS

Carbon storage in sub-seabed geological structures

CTI

Climate Technology Initiative

CTD

Conductivity temperature depth

CVI

Chemical vapor infiltration

D

DCF

Discounted cash flow

DEA

Diethanolamine

DFN

Discrete fracture network

DG

Decision gate

DGPS

Differential global positioning systems

DIC

Dissolved inorganic carbon

DInSAR

Differential interferometric synthetic aperture radar

DMEPG

Dimethyl ethers of polyethylene glycol

DNV

Det Norske Veritas

DoE

US Department of Energy

DRA

Deterministic risk analysis

DSF

Deep saline formation

DTS

Distributed temperature sensor

E

ECBM

Enhanced coal-bed methane

ECCP

European Climate Change Programme

EFEP

External features, events, processes

EGR

Enhanced gas recovery

EGS

Engineered or enhanced geothermal system

EIA

Environmental impact assessment; Energy Information Agency [US DOE]

EIS

Environmental impact statement

EMV

Expected monetary value

EOR

Enhanced oil recovery

EOS

Equation of state

EPA

[US] Environmental Protection Agency

EPRI

Electric Power Research Institute

EPS

Extracellular polymeric substances [biofilm]

EQS

Environmental quality standards

ERT

Electrical resistance tomography

ESA

Electrical swing adsorption

ESP

Electrostatic precipitator

ETS

[EU] Emissions Trading Scheme

F

FACE

Free air carbon dioxide enrichment

FAR

First Assessment Report [IPCC 1990]

FBC

Fluidized bed combustion

FCCC

Framework Convention on Climate Change

FEED

Front-end engineering design

FEP

Features, events, and processes

FESEM

Field emission scanning electron microscopy

FGD

Flue gas desulfurization

FID

Final investment decision

FOCE

Free ocean carbon dioxide enrichment

G

GCEP

Global Climate and Energy Project

GCS

Geological carbon storage

GFBCC

Gasification fluidized-bed combined cycle

GHG

Greenhouse gas

GIS

Geographical information system

GS

Geological storage

Gt-CO2

Gigaton CO2 [109 metric tonnes=1012 kg]

GTL

Gas to liquids

GW

Gigawatt

GWP

Global warming potential

H

H

Enthalpy

HAT

Humid air turbine

HAZOP

Hazard and operability

HBGS

Hydrate-based gas separation

HDS

Hydrodesulfurization

HFCLM

Hollow-fiber contained liquid membrane

HFMC

Hollow-fiber membrane contactor

HHV

Higher heating value

HNLC

High nutrient, low chlorophyll

HP

High pressure

HRSG

Heat-recovery steam generator

HSE

Health, safety, and environment [also SHE or HE]

I

IAPWS

International Association for the Properties of Water and Steam

IEA

International Energy Agency

IGCC

Integrated gasification combined cycle

IGFC

Integrated gasification fuel cells

IGHAT

Integrated gasification humid air turbine

IL

Ionic liquid

ILM

Ionic liquid membrane, Immobilized liquid membrane

InSAR

Interferometric synthetic aperture radar

IPCC

UN Intergovernmental Panel on Climate Change

IRCC

Integrated reforming combined cycle

IRR

Internal rate of return

ITM

Ion transport membrane

IUPAC

International Union of Pure and Applied Chemistry

K

kPa

Kilopascal

kW

Kilowatt

L

LCA

Life cycle analysis

LEERT

Long electrode electrical resistance tomography

LHV

Lower heating value

LIDAR

Light detection and ranging

LNG

Liquefied natural gas

LM

Liquid membrane

LP

Low pressure

LULUCF

Land use, land use change and forestry

M

MAOM

Mineral associated organic matter

MCFC

Molten carbonate fuel cell

MCL

Maximum contaminant level

MCM

Mixed conducting membrane

MEA

Monoethanolamine

MECC

Mixed electron carbonate conductor

MECS

Microencapsulated carbon sorbents

MFC

Microbial fuel cell

MGA

Membrane gas absorption

MGE

Microbial growth efficiency

MIC

Microbially influenced corrosion

MIC[C]P

Microbially induced calcite [or calcium carbonate] precipitation

MIEC

Mixed ionic electronic conductors

MMM

Mixed matrix membranes

MMV

Measurement [or Modeling], monitoring, and verification

MOCC

Mixed oxide carbonate conductor

MOF

Metal organic framework

MOM

Microbial organic matter

MPa

Megapascal

MSC

Molecular sieve carbon

MSW

Municipal solid waste

Mt-CO2

Megaton CO2 [106 metric tonnes=109 kg]

MVAR

Monitoring, verification, accounting, and reporting

MW

Molecular weight

MWe

Megawatts electric power

MWth

Megawatts thermal power

MWI

Municipal waste incineration

N

NADW

North Atlantic deep water

NBP

Normal boiling point [at 1 bar]

NGCC

Natural gas combined cycle

NGL

Natural gas liquids

NOAA

National Oceanic & Atmospheric Administration [US Department of Commerce]

NOEL

No observed effects limit

NOx

Mono-nitrogen oxides [NO, NO2]

NPV

Net present value

NSPS

New source performance standards

O

OIF

Ocean iron fertilization

OMA

Ocean macroalgal afforestation

ONS

Ordered nanoporous silica

OTM

Oxygen transport membrane

P

P

Pressure

PA

Performance assessment

Pc

Critical pressure

PC

Pulverized coal

PCC

Pulverized coal combustion, Post-combustion capture

PCFBC

Pressurized circulating fluidized bed combustion

PCSF

Post-closure stewardship fund

PF

Pulverized fuel

PFBC

Pressurized fluidized bed combustion

PFT

Perfluorocarbon tracer

PIC

Particulate inorganic carbon

PID

Process influence diagram

PISC

Post-injection site care

PIR

Post-implementation review

PLONOR

Pose little or no risk

POC

Particulate organic carbon

POM

Partial oxidation of methane; Particulate organic matter

POX

Partial oxidation

ppb

parts per billion [10−9]

PPCC

Pressurized pulverized coal combustion

ppm

parts per million [10−6]

ppt

parts per trillion [10−12]

PRA

Probabilistic risk analysis

PSA

Pressure swing adsorption

PSHA

Probabilistic seismic hazard analysis

PU

Porosity unit [1 PU=1% porosity]

PV

Present value

PVT

Pressure, volume, temperature

Q

QRA

Quantitative risk assessment

R

RAM

Risk assessment matrix

RBCA

Risk-based corrective action

RCP

Reference concentration pathway

RD3

Research, development, demonstration, and deployment

RDF

Refuse derived fuel

RFA

Regulatory framework assessment [Alberta]

ROR

Rate of return

RP

Recommended practice

RTIL

Room temperature ionic liquid

S

S

Entropy

SAPO

Silicoaluminophosphate

SAR

Synthetic aperture radar; Second Assessment Report [IPCC 1996]

SAU

Storage assessment unit

SC

Supercritical

scCO2

Supercritical CO2

SCC

Stress corrosion cracking

SCPCC

Supercritical pulverized coal combustion

SCR

Selective catalytic reduction

SDM

Surface deformation monitoring

SER

Sorption-enhanced reaction; sorption-enhanced reforming

SE-SMR

Sorption-enhanced steam methane reforming

SEWGS

Sorption-enhanced water–gas shift

SIC

Soil inorganic carbon

SILM

Supported ionic liquid membrane

SLM

Supported liquid membrane

SMB

Simulated moving bed

SMBC

Soil microbial biomass carbon

SMR

Steam methane reforming

SNCR

Selective non-catalytic reduction

SOC

Soil organic carbon

SOFC

Solid oxide fuel cell

SOM

Soil organic matter

SOx

Oxides of sulfur [SO, SO2, SO3]

SPCC

Solar-enhanced post-combustion capture

SPE

Society of Petroleum Engineers

SPS

Switchable polarity solvents

SRB

Sulfate reducing bacteria

SRES

Special Report on Emissions Scenarios [IPCC]

SSGS

Sub-seabed geological storage [or structures]

STIG

Steam injected gas turbine

STL

Submerged turret loading

STP

Standard temperature and pressure; Social time preference

SWAG

Simultaneous water and gas [injection]

STP

Standard temperature and pressure [IUPAC; 0°C, 100 kPa]

T

T

Temperature

TALK

Total alkalinity

TAR

Third Assessment Report [IPCC 2001]

TASR

Technically available storage resource

TBCA

Total belowground carbon allocation

Tc

Critical temperature

TC

Total carbon content

TCO2

Total CO2 content

TDS

Total dissolved solids

TEEL

Temporary emergency exposure limit

THC

Thermohaline circulation

THMC

Thermal hydraulic mechanical chemical [coupled modeling]

TIC

Total inorganic carbon

TOC

Total organic carbon

TOR

Transfer of responsibility; Terms of reference

TQ

Top quartile; Technical qualification

TRL

Technology readiness level

TSA

Temperature swing adsorption

TSIL

Task-specific ionic liquid

U

UCG

Underground coal gasification

UIC

Underground injection control

UNFCCC

United Nations Framework Convention on Climate Change

USC

Ultrasupercritical

USDW

Underground sources of drinking water

V

V

Volume

V&V

Validation and verification

VEF

Vulnerability evaluation framework

VOC

Volatile organic compounds

VOI

Value of information

VPSA

Vacuum pressure swing adsorption

VSP

Vertical seismic profile

W

WAG

Water-alternate-gas

WGSR

Watergas shift reaction

Z

ZECA

Zero-Emission Coal Alliance

ZET

Zero-emissions technologies

ZEIGCC

Zero-emissions integrated gasification combined cycle

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URL: //www.sciencedirect.com/science/article/pii/B9780128120415000258

A review on closed-loop field development and management

Abouzar Mirzaei-Paiaman, ... Denis J. Schiozer, in Journal of Petroleum Science and Engineering, 2021

7.2 Objective functions

Based on the type of optimization [i.e., nominal vs. robust], the objective function can accordingly be either deterministic or probabilistic. While deterministic objective functions are evaluated for a single model only, probabilistic objective functions are evaluated across multiple models. Deterministic objective functions can be financial or production/injection indicators such as NPV, revenue, recovery factor, cumulative fluid production [oil, gas or water], cumulative fluid injection [water, gas, solvent or CO2], displacement efficiency at water breakthrough [Sudaryanto and Yortsos, 2011], sweep efficiency through equalizing the arrival times of water/gas front at all producers [Alhuthali et al., 2007, 2008, 2009; Elfeel et al., 2018], and water breakthrough time [Bagherinezhad et al., 2017]. Probabilistic objective functions are usually described as expected indicators such as EMV, expected recovery factor, expected cumulative fluid production [oil, gas or water], and expected cumulative fluid injection [water, gas, solvent or CO2]; sometimes combined with a risk measure.

Those previously described closed-loop studies that have used nominal optimization, RM nominal optimization or ensemble nominal optimization, represent the cases of using deterministic objective functions [with discounted or undiscounted NPV as a widely used objective function]. Furthermore, those working with RM robust optimization or robust optimization have used probabilistic objective functions [with expected discounted or undiscounted NPV as a widely used objective function]. Alhuthali et al. [2009] and TAMU in Peters et al. [2010] used expected arrival time of water fronts as the objective function in their water-flooding RM robust optimization problems.

Furthermore, regardless of deterministic or probabilistic optimization, the optimization problem could be either single or multi-objective, depending on the number of objective functions considered. Single-objective optimization aims to maximize or minimize a certain objective function [measures of production, injection, economic, risk, etc]. Another form of single-objective optimization also exists in which optimization is performed by lumping several objective functions into a single general balanced objective function, each objective function having its own weight [Marler and Arora, 2004]. Nevertheless, the difficulty is finding the suitable weighting factor corresponding to each objective function. As the weighting factors strongly govern the characteristics of the optimal solution, a vast number of trial and error runs with different weighting factors may be required to obtain a satisfactory solution [van Essen et al., 2011].

The practical optimization problems should normally consider multiple, possibly competitive and conflicting, objectives [Yasari et al., 2013; Moradi and Rasaei, 2017]. The multi-objective [or multi-criterion] optimization overcomes the difficulty of the single-objective optimization to address objectives with differing data types, to accommodate multiple objectives, and to handle the possible conflicts between objectives [Isebor and Durlofsky, 2014; Hutahaean et al., 2019]. For instance, in a water flood project, one may be interested in maximizing oil recovery while minimizing water injection, or maximizing produced oil while minimizing produced water.

In simultaneous multi-objective optimization, several objective functions are optimized simultaneously. Usually, the final optimal solution set [Pareto front] provides different solutions for decision-makers to select the production strategy by trade-off between objectives [Bagherinezhad et al., 2017; Hutahaean et al., 2019]. Yasari et al. [2013] performed a multi-objective robust optimization to optimize the different components of NPV under economical and geological uncertainty with the aim of omitting the relevancy of the optimization problem to the prices. Liu and Reynolds [2015, 2016], Isebor and Durlofsky [2014], Yasari and Pisvaie [2015] and Hutahaean et al. [2019] documented cases where the optimization objectives were to maximize the expected NPV while minimizing its associated uncertainty [standard deviation] over a set of models. Liu and Reynolds [2016] studied an optimization case where the objective was to maximize life-cycle NPV and to maximize the short-term NPV of production. In a work by Bagherinezhad et al. [2017], a procedure was applied for reservoir development optimization subject to maximization of the cumulative oil production and minimization of water front velocity [or respectively maximization of water breakthrough time]. Hasan et al. [2013] documented a case where short-term and life-cycle objective functions were optimized simultaneously.

Although production optimization studies normally focus on a life-cycle window, in practice short-term objectives usually dictate the course of the production strategy, especially in view of geological and economic uncertainties [van Essen et al., 2011; Chen et al., 2012]. Therefore, short-term objectives should also be incorporated into the life-cycle optimization problem [Pinto et al., 2015]. Following Jansen et al. [2009], who showed that a life-cycle performance could be optimized while maintaining freedom to perform short-term production optimization, van Essen et al. [2011], Chen et al. [2012] and Fonseca et al. [2014] utilized hierarchical optimization processes where maximization of the life-cycle NPV served as the primary objective and maximization of the short-term operational performance was the secondary objective [short-term in the context of reservoir engineering, in contrast to production engineering]. In their approach, optimality of the primary objective function constrains the secondary optimization problem. In other words, optimization of the second objection function is constrained by the requirement that the primary objective function must remain close to its optimal value.

To the best of our knowledge, all of the previous closed-loop studies have been based on optimization of a single-objective function.

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A work order is a listing of the components, their description, and the quantity of each required to make one unit of the product.

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