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Regional Water Supply System Management Under Demand Uncertainty: Using Aggregation Rules to Derive an Operation Policy from Implicit Stochastic Programming Models Noa Avni 1,2 Barak Fishbain 1,2 , Mashor Housh 3 , Uri Shamir 2 World Environmental & Water Resources Congress 2017 Sacramento, California May 22, 2017 1 Technion Enviromatics Lab - TechEL, Dept. of Environmental, Water and Agriculture Engineering, Faculty of Civil and Environmental 2 Dept. of Environmental, Water and Agriculture Engineering, Faculty of Civil and Environmental Engineering, Technion - Israel Institute of Technology 3 Faculty of Management, Dept. of Natural Resources and Environmental Management, University of Haifa

Regional Water Supply System Management Under Demand

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Page 1: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty: Using Aggregation Rules to Derive an Operation Policy

from Implicit Stochastic Programming Models Noa Avni1,2 Barak Fishbain1,2, Mashor Housh3, Uri Shamir2

World Environmental & Water Resources Congress 2017

Sacramento, CaliforniaMay 22, 2017

1 Technion Enviromatics Lab - TechEL, Dept. of Environmental, Water and Agriculture Engineering, Faculty of Civil and Environmental2 Dept. of Environmental, Water and Agriculture Engineering, Faculty of Civil and Environmental Engineering, Technion - Israel Institute of Technology

3 Faculty of Management, Dept. of Natural Resources and Environmental Management, University of Haifa

Page 2: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Background

❖ Regionalwatersupplysystems(WWSs)are compexsystems,

requiredtofulfilthedemandsofseveralconsumertypes:

municipal,industrial,andagricultural

❖ DemanduncertaintyisoneofthemaincausesofregionalWSS

managementuncertainty

2

RWSsarecharacterizedbyhighspatial

andtemporaldemandvariability

Page 3: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Researchgoal

3

Developandapplyamethodologyfor

derivingimplementabledecisionsfrom

ImplicitStochasticProgramming

Models

Page 4: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

StochasticProgrammingforregionalWSSmanagement

4

❖ ImplicitStochasticProgramming(ISP):Adeterministicmodelissolvedforasetofpossiblerealizationsoftheuncertainparameter(monthlywaterdemands)

❖ ISPholdstheadvantageofshortrunningtimeandspanningthespaceofpossibleoperationpolicies

❖ ISP’sdisadvantage:doesnotprovideasingleoperationpolicy

Highqualityconsumptiondatamade

stochasticprogrammingmethodsfavorable

Page 5: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Example: ISP results

5

❖ 12‐monthoperationplan forasingledesalinationplan(Avnietal.,EWRI2017)

❖ Eachhistogrampresentsthesetofoptimalplantoperationsforeachmonth

HowtouseISPsolutionstoderiveasingle,

implementablepolicy?

Page 6: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

DerivingimplementabledecisionsfromISPresults

6

❖ Theaggregationrulesareappliedtothesetofoperationpolicies forthenexttimeperiod

❖ Theaggregationrulesareappliedtoasubsetofthedecisionvariables:• Here&Now• Complete-recourse

Methodology:ApplyaggregationrulestothesetofoptimalISP

solution

Page 7: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Applyingtheaggregationrulesmethodology:ISP‐MWoptimization‐simulationmodel

7

❖ Applyingtheaggregationrulesina”Folding‐horizon”mode

❖ Ineachtimeperiod(month)adecisionistakenforth nextmonthoperations(desalinationproduction)

❖ Thedecisionsonaquiferwithdrawalsandpipeconveyanceresultfromthedesalinationdecisions(viaanLPmodel)

QP-optimization LP-optimization

Output for time :, , ,

ISP-MW modelISP

Update state variables:

= +1 ( T)

m

Page 8: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

LP‐optimizationintheISP‐MWmodel• Objective function (cost/month )

LP-optimization

Output for time

Update state variables

- Flow balance

- Lower and upper bounds on the decision variables

- State variables constraints

• Constraints

Page 9: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Experimentalsetting

9

❖ Small WSS: 2 consumers, an aquifer, and a desalination plant (right)

❖ Large WSS: 9 consumers, 3 aquifers, and 5 desalination plants (part of the Israeli National WSS)

Large WSS model

(Housh, 2011)

Small WSS model

(Housh, 2011)

Page 10: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

LargeWSS

10(Housh, 2011)

InthecaseoftheIsraeliNationalWSS,theaggregation

ruleswereappliedtothe p‐percentilesofdesalination

production(meetthecriteriaofhere&now and

completerecoursedecisions)

Page 11: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Small WSS experiment

11

Comparing planned and actual operations over three demand configurations:

1. 2 Urban consumers

2. 2 Homogeneous agricultural

3. 2 Heterogeneous agricultural

(Housh, 2011)

❖ Motivation for using various demand : analyze how different demand variability affects the WSS operations and selection of aggregation rules

Page 12: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

ExampleforasingleISP‐MWrun‐ smallWSSresults(partial)

❖ Homogeneous agricultural demands)❖ Planning vs. actual (simulated) operations

(Housh, 2011)

Page 13: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Sensitivityanalysis:TheeffectofdifferentaggregationrulesonregionalWSSoperations

❖ Repeated runs (over varying demand realizations) are required in order to choose among different aggregation rules

Month ̂ operations *based on

ISP-MW

❖ ISP-MW is applied to a single demand realization❖ A single demand realization is not necessarily representative –

given a different realization, a different aggregation rule might be favorable

Page 14: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Choosingbetweendifferentaggregationrules(sensitivityanalysiscont’d)

Prioritizingdifferentaggregationrules:❖ Gapsbetweenplannedandactual(simulated)operation❖ Plannedvs.actualdesalination/unuseddesalinationwater❖ Operationalcost(simulated)

Page 15: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Sensitivityanalysis:Aggregationrules‐ smallWSSresults(partial)

❖ Each aggregation rule (30, 50, 70, and 90%) was applied to 30scenarios of demand realizations

❖ Gaps between planned and simulated desalination production (histograms)

2 Urban consumers 2 agricultural consumers (homogeneous)

Page 16: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Sensitivityanalysis:Aggregationrules(SmallWSS) –cont’d

2agriculturalconsumers(homogeneous)

Page 17: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

❖ Given low variability, the gap mean remains low/increases slightly with P❖ Given high variability, small percentiles are favorable❖ Trend of Planning > actual operation❖ Choosing between different rules depends on actual operations cost and

other constraints/decision maker prefenrences

2 Urban consumers 2 agricultural consumers (homogeneous)

Sensitivityanalysis:Aggregationrules(smallWSSresults) – cont’d

Page 18: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

LargeWSSexperiment

18

1. Comparing planned and actual operations over three demand configurations: urban, agricultural, and heterogeneous

2. Comparison of different aggregation rules via analysis of the WSS operations given representative scenarios: min, med, max demands (an alternative for repetitive runs)

Page 19: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Aggregationrulessensitivityanalysis:planning‐simulationgaps(largeWSS)

19

❖ The gaps are inversely correlated to the demand variability❖ Given low variability, increasing p decreases the planning-simulation gaps❖ Given high variability (agricultural configuration) , increasing p increases the planning-

simulation gaps

Page 20: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017

Aggregationrulessensitivityanalysis:Simulatedcost(largeWSS)

20

Page 21: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017 21

Unused desalinated water

❖ The percentile (P) reflects (implicitly) the WSS reliability❖ High percentiles increase the amounts of unused desalinated water

Aggregationrulessensitivityanalysis:Overproductionofdesalinatedwater(largeWSS)

Page 22: Regional Water Supply System Management Under Demand

Regional Water Supply System Management Under Demand Uncertainty, World Environmental & Water Resources Congress 2017 22

❖ The methodology enables to derive implementable operation policy for regional WSS from ISP results

❖ ISP-MW is a simulation-optimization model that allows to analyze the WSS operations policy under different aggregation rules (using folding horizon)

❖ The developed methodology is flexible enough to accommodate for other regional (or smaller) WSS, with different management considerations (e.g., a different set of here & now and complete recourse decision variables or consumers with different characteristics)

Summaryandconclusions:DerivingimplementabledecisionsfromISPresults

Page 23: Regional Water Supply System Management Under Demand

Thank you

Contact Info:

• Noa Avni, [email protected]

• Assist. Prof. Barak Fishbain, [email protected]

Environmatics Lab,The Faculty of Civil and Environmental Eng.,Technion – Israel Inst. Of Technology