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Adaptive Groundwater Adaptive Groundwater Pricing with Monsoon Pricing with Monsoon
ForecastingForecastingCasey BrownCasey Brown
Division of Engineering and Applied Division of Engineering and Applied SciencesSciences
Harvard UniversityHarvard University
Advisor: Peter RogersAdvisor: Peter Rogers
The Overview:The Overview:Water & Water &
EnvironmentEnvironmentA Reality Check…A Reality Check…
Typical Situations in South AsiaTypical Situations in South Asia
Command Area
Catchment Area
Feeder Channel
Tank
Dead Storage
Bund
Distribution System
Waste Weir
“Waste” flow
Head Regulator
Degraded catchment; Erosion;sparse vegetation
Impeded flow due to weeds, etc.
Insufficient Storage; Siltation;Poor Water Quality; Poor locationof Dead Storage; Poor biodiversity
Damaged Bund and hydraulicstructures
Inadequate downstream flows.
Downstream wells Inadequate recharge; poor water quality
Poor yields and diversificationChemical pesticide and fertilizer use
Poor system maintenanceInsufficient and erratic flowsConflicts in use
Engineers’ View of the World:Environmental Issues in a Typical Small Dam
System
Command Area
Catchment Area
Feeder Channel
Tank
Dead Storage
Bund
Distribution System
Waste Weir
“Waste” flow
Head Regulator
Treat eroding areas of catchmentCoordinate with Watershed Dept.
Environmentally-sustainable disposalof weeds, silt, etc.
Targeted desiltation as per hydrologicanalysis & safe disposal of siltProper location of dead storageExamine fisheries with local speciesImprove ecology (e.g. wetlands)Proper redesign, construction &reconstruction waste mgmtDam Safety (structural & awareness)Reflect d/s flow needs
Downstream wells Observe groundwater levels
Strong IPM and IPNM programPromotion of organic techniques
Environmentally-safe disposalof channel silt
Engineers’ Solution:Environmental Management Plan
Ocean
River Basin Boundary
Irrigation
Navigation
The REAL World River Basin?
IndustryUrban WSS
Precipitation
Agriculture Department
Irrigation Department
Rural Water Supply Department
Urban Water Supply Department
Power Department
Livestock Department
Industry Department
Fisheries Department
Groundwater Department
Surface Water Department
Reservoir
Recreation
Hydropower
Forest Department
Ocean Development/CZM Department
Fishing
Community Use
Wetlands / Environment
Rainfed Agr
Livestock
Forest
Rural WSS
Irrigation
Groundwater
Infiltration / Recharge
Base Flow / Pumping
Groundwater Inflow
Groundwater Outflow
Runoff
Evaporation / Transpiration
Return Flow
Ocean
River Basin Boundary
Irrigation
NavigationNavigation
IndustryIndustryUrban WSSUrban WSS
ReservoirReservoir
RecreationRecreation
HydropowerHydropower
FishingFishingFishing
Community Use
Wetlands / Environment
Community Use
Wetlands / EnvironmentWetlands / Environment
Rainfed AgrRainfed Agr
LivestockLivestock
ForestForest
Rural WSSRural WSS
IrrigationIrrigation
Groundwater
Infiltration / Recharge
Base Flow / Pumping
Groundwater Inflow
Groundwater Outflow
Runoff
Evaporation / Transpiration
Groundwater
Infiltration / Recharge
Base Flow / Pumping
Groundwater Inflow
Groundwater Outflow
Runoff
Evaporation / Transpiration
Return FlowReturn Flow
Agriculture & Livestock(pesticide and fertilizer pollution, livestock fodder, grazing land availability, medicinal
plants, pest/pesticide management, organic cultivation, clean milk production)
Irrigation(access to water,
waterlogging, water quality, siltation/erosion)
Rural Water Supply & Sanitation(access to clean water, pollution of local water
bodies, drinking water quality & testing)
Industry & Power(access to required water, industrial
effluent and sludge management, thermal pollution, industrial disasters)
Environment(water quality/pollution monitoring, instream flow requirements (incl.
community use), wetlands protection, biodiversity conservation, sand
mining)
Fisheries-related (exotic species, access to
resources, disease & pollution)
Navigation(dredging spoil management, spills)
Tourism(waste management, seasonal
demands)
Groundwater-Related(Overexploitation;
Pollution from natural sources – e.g. of As, Fl; and from anthropogenic
sources – e.g. of Nitrates, Pesticides, TDS)
Land & Forest Management(catchment protection for soil and water
conservation, soil degradation, incl. salinization, biodiversity conservation, recharge, water
harvesting, non-point source runoff)
Coastal Zone Management(Saline water intrusion, coastal wetland management, ocean
pollution, coastal hazard management, fisheries-related)
Urban(health benefits from access to clean water and
sanitation, domestic and stormwater runoff treatment/management, sludge management, solid
and hazwaste management)
Climate & Disasters(droughts, floods and other natural
disasters, climate change)
Overall• Competition for water, growing demandsCompetition for water, growing demands• Maximizing water use and economic efficiency Maximizing water use and economic efficiency • Adequacy of policies, institutions, instruments Adequacy of policies, institutions, instruments • Cultural property management, appropriate Cultural property management, appropriate indigenous knowledge useindigenous knowledge use
Dams(siltation, dam safety, downstream releases)
TypicalWater Issues in a
Basin Context
Environmental Problems AboundInefficient Water Use Stagnation
WeedsPollution
Degraded Lands
Solid WasteImpact on Biota
……and overlap with Social and overlap with Social ProblemsProblems
• Decreased availability of water due to overexploitation of groundwater resources; Increased sand mining in the Basin
• Increased pollution of ground and surface waters• Degradation of Tanks and water supply structures• Siltation in tanks and intake channels• Decrease in the yield and quality of agricultural crops
• Prevalence of water borne disease and other health problems
• Labour shifts from agriculture to industrial sector
• Costs involved in repairing tanks and shifting water supply structures
Depletion of Resources (Water; Forests; Sand)
Degradation of Environment (Water; Soil; Crops;
Infrastructure)
Risks to Health & Ecosystems (Water borne diseases; Occupational health;
Bioaccumulation of pollutants)
Distortion on Employment and Income Generation
(Loss of livelihood; Occupational shifts and migrations)
Macro Economic Basin Wide Issues (Costs of Remediation; Shifting, Rehabilitation of
structures, etc.)
Progression of IssuesProgression of Issues
But there is progress…
Watershed DevelopmentWatershed Development
Watershed Management
Livestock Management
Chlorination of RWS
Catchment Protection
Stakeholder ConsultationsStakeholder Consultations
Joint Walkthroughs
Stakeholder Meetings
Who benefits …Who benefits …
and Who will be forgotten?
The Framework?The Framework?
Institutions, Participation & Equity
Hydrologic Engineering/
Economics
Sustainable Basin
Planning & Management
“Do No Harm”: Minimize environmental/social risks“Do Good”: Maximize sustainable environmental/social benefits
Maximize Sustainable Productivity of Water(Net Benefits of Water)
Climate Variability and Climate Variability and PredictionPrediction
Mechanisms/Systems/DSS
The Analysis: The Analysis: Pricing GroundwaterPricing Groundwater
Water Management MechanismWater Management Mechanism Monsoon Forecast DevelopmentMonsoon Forecast Development Case Study: Simulation Analysis – Case Study: Simulation Analysis –
Palar basin, IndiaPalar basin, India
UnregulatedUnregulated GroundwaterGroundwater
(Rogers et al., 2002; Rogers et al., 1998):(Rogers et al., 2002; Rogers et al., 1998): Water resources underpricedWater resources underpriced
external costs exceed private cost, social benefitexternal costs exceed private cost, social benefit Economic arguments for efficient pricing:Economic arguments for efficient pricing:
minimize opportunity costsminimize opportunity costs improve maintenance of systems improve maintenance of systems water conservationwater conservation Equitable distribution of groundwater benefitsEquitable distribution of groundwater benefits
Negative Externalities of no pricingNegative Externalities of no pricing shift to water intensive cropsshift to water intensive crops well deepening and increase in well investmentswell deepening and increase in well investments well failure and abandonmentwell failure and abandonment neglect of traditional irrigation systemsneglect of traditional irrigation systems
Feasibility of pricing electricityFeasibility of pricing electricity Cost of water unrelated to variability of supplyCost of water unrelated to variability of supply
no adjustments during droughtno adjustments during drought
OverviewOverviewMonsoon Forecasting :Monsoon Forecasting :
- Can we use it to improve water resources - Can we use it to improve water resources management in India?management in India?
Obstacles:Obstacles:- uncertain reliability, usefulness- uncertain reliability, usefulness- difficulty communicating forecasts- difficulty communicating forecasts
Hypothesis: Hypothesis: Pricing can communicate expectation of water Pricing can communicate expectation of water availability and increase the productivity of water availability and increase the productivity of water useuse
Groundwater Management Groundwater Management AlternativesAlternatives
No Action – Gisser and Sanchez, No Action – Gisser and Sanchez, 19801980
Free Market Free Market benefits of cooperation (Shah, 1993)benefits of cooperation (Shah, 1993) Monopoly prices and overdraft Monopoly prices and overdraft
(Palanisami, 2002; Shah, 1993)(Palanisami, 2002; Shah, 1993) Usage tax (Bredehoeft and Young, Usage tax (Bredehoeft and Young,
1970)1970) Conjunctive Use (Reichard, 1995)Conjunctive Use (Reichard, 1995)
Forecast-based taxForecast-based tax
This approach:This approach: Set tax according to forecasted monsoon Set tax according to forecasted monsoon
and estimated net benefits of GW useand estimated net benefits of GW use Economic signal for increased extraction Economic signal for increased extraction
in good monsoonsin good monsoons Enhance rechargeEnhance recharge
Economic signal for conservation in weak Economic signal for conservation in weak monsoonsmonsoons
Crop choiceCrop choice Low probability event mitigationLow probability event mitigation
Less expensive GW in unexpected droughtLess expensive GW in unexpected drought
Usage TaxUsage Tax background background Numerous studies of groundwater and pricingNumerous studies of groundwater and pricing
marginal benefit = marginal costmarginal benefit = marginal cost Static models: Static models:
external cost of groundwater use = cost of pumping external cost of groundwater use = cost of pumping from increasing depthfrom increasing depth
Burt, 1964; Brown & Deacon, 1972Burt, 1964; Brown & Deacon, 1972 Dynamic models: Dynamic models:
external cost = discounted value of future returns external cost = discounted value of future returns from optimal groundwater use; buffer valuefrom optimal groundwater use; buffer value
Tsur & Graham-Tomasi, 1990; Bromley, 1995Tsur & Graham-Tomasi, 1990; Bromley, 1995
Estimating Supply Estimating Supply CostsCosts
Marginal social cost based on extraction Marginal social cost based on extraction costs and opportunity cost – Static Modelcosts and opportunity cost – Static Model
E[TMC] = EnC + ExC + E[O(qE[TMC] = EnC + ExC + E[O(qtt)])]
External cost of withdrawalExternal cost of withdrawal
C C = operational cost of pumping= operational cost of pumpingkk = proportionality constant = proportionality constant
1( , ) t
dCNU x q k
dxExC
Estimating Supply CostEstimating Supply Cost
Opportunity CostOpportunity Cost::
X = target groundwater elevation X = target groundwater elevation
x = current elevationx = current elevation
Replacement Cost = unit cost of Replacement Cost = unit cost of inexhaustible source (desal)inexhaustible source (desal)
Replacement Cost, , 1 t
t
x p qO p x q
X
Pricing Strategy-Demand Pricing Strategy-Demand CurveCurve
Marginal benefit based on farmer decision Marginal benefit based on farmer decision modelmodel Maximize net incomeMaximize net income FAO yield equationFAO yield equation
ii = crop type Y = crop type Yii = yield q = yield qii = groundwater applied = groundwater applied
s = rainfall p = groundwater price Ts = rainfall p = groundwater price Tii = land per = land per crop i crop i
rrii = revenue (Willis and Yeh, 1987) = revenue (Willis and Yeh, 1987)
1
max ( )m
i i i i ii
rY q s pq T
Calculation of Efficiency LossesCalculation of Efficiency Losses
Figure 3. Social Cost determination
0
510
15
20
2530
35
4045
50
0 200 400 600 800 1000
Water Demanded (hectare-mm)
$R/h
ecta
re-m
m MC
Above
Normal
Below
Price SelectionPrice Selection Stakeholder meetings (eg., water users association) Stakeholder meetings (eg., water users association)
generate groundwater prices for Above Normal, generate groundwater prices for Above Normal, Normal and Below Normal monsoonsNormal and Below Normal monsoons
For each price, expected net social benefit is For each price, expected net social benefit is calculatedcalculated
Price that maximizes the social net benefit is Price that maximizes the social net benefit is recommended as water pricerecommended as water price
kE NB(p ) max NB( ,s) = max NB( ,s) P(s )E k l ls fp p
p f p f
Price Selection - Price Selection - Above Normal ForecastAbove Normal Forecast
Water Pricing Monsoon
Water Value
Net Income Subsidy
Net Benefit
Forecasted Prob.
Expected Benefit
20 Above 10 10,132 -2,050 7,329 70 6,736
Normal 16 8,251 -1,756 6,654 20
Below 24 5,792 3,200 2,753 10
10 Above 12 10,889 570 10,329 70 8,220
Normal 19 9,969 4,950 5,450 20
Below 26 8,739 14,688 -5538 10
5 Above 13 14,371 2,576 12,064 70 8,235
Normal 20 12,157 9,015 4,245 20
Below 28 10,342 22,333 -10,593 10 (Rs/ha)
Price Selection - Price Selection - Below Normal ForecastBelow Normal Forecast
Water Pricing Monsoon
Water Value
Net Income Subsidy
Total Net
Benefit Forecast Expected Benefit
20 Above 10 9379 -2050 7329 10 5528
Normal 14 8410 -1008 7402 20
Below 17 5953 -1218 4735 70
10 Above 12 11,547 -795 10,977 10 1998
Normal 16 10,400 3114 7286 20
Below 23 9150 9945 -795 70
5 Above 14 14,640 2880 11,760 10 -486
Normal 17 13,260 6660 6600 20
Below 25 11,740 16,000 -4260 70 (Rs/ha)
Decision MapDecision Map
Winter Monsoon Winter Monsoon ForecastForecast
Mean Annual Rainfall = 92.4 cmMean Annual Rainfall = 92.4 cm Winter Monsoon (OND) = 45.4 cm (49%)Winter Monsoon (OND) = 45.4 cm (49%) Low correlation with All India RainfallLow correlation with All India Rainfall Negatively correlated with summer Negatively correlated with summer
monsoonmonsooncc = - 0.20 (1877 – 1976, cc = - 0.38)cc = - 0.20 (1877 – 1976, cc = - 0.38)Table 1. Correlation of Total Annual Rainfall for All India and selected subdivisions.
State All India Tamil
Nadu
Telangana Rayalaseema Coastal Andhra
Pradesh
All India 1
Tamil Nadu 0.152 1
Telangana 0.644 0.0374 1
Rayalaseema 0.513 0.375 0.491 1
Coastal Andhra
Pradesh
0.521 0.293 0.572 0.639 1
Tamil Nadu PrecipitationTamil Nadu Precipitation
Average rainfall by month
0
5
10
15
20
25
30
1 2 3 4 5 6 7 8 9 10 11 12
Month
Rai
nfal
l (cm
)
ENSO InfluenceENSO Influence
Relative frequency of Tamil Nadu (OND) rainfall
0.0%
5.0%
10.0%
15.0%
20.0%
25.0%
-30 -20 -10 0 10 20 30
Rainfall Anomaly (cm)
Warm
Cold
SST Correlations – 6 months SST Correlations – 6 months aheadahead
Forecast DevelopmentForecast Development
Investigated ENSO indices, SSTs and SLPInvestigated ENSO indices, SSTs and SLP Principal Component AnalysisPrincipal Component Analysis Hierarchical model: linear, cubicHierarchical model: linear, cubic Regional predictors from IITMRegional predictors from IITM Selected Predictors:Selected Predictors:
Pacific SSTs: principal component analysisPacific SSTs: principal component analysisof Apr-May-June mean and Jan-June trendof Apr-May-June mean and Jan-June trend
Region: 22.5N to 32.5S, 137.5E to 77.5WRegion: 22.5N to 32.5S, 137.5E to 77.5W
Indian Ocean SLP: trend (MAM-DJF) at Darwin, Indian Ocean SLP: trend (MAM-DJF) at Darwin, Australia and Nouvelle-AgalegaAustralia and Nouvelle-Agalega
Example Forecasted Example Forecasted PDFs PDFs
-50 0 500
0.05
0.1
Estimated Probability Density Functions based on PC model
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
-50 0 500
0.05
0.1
Case StudyCase Study
Kancheepuram District,Kancheepuram District,
Palar River basinPalar River basin
Tamil NaduTamil Nadu
Location & Characteristics of the Palar Basin
TAMIL NADUTAMIL NADU
IRS, IWS, Taramani, Chennai 600 113
Palar Basin
River Basin Map
Boundaries are indicative and may be under dispute
First Multi-Stakeholder Basin Board in South Asia RegionFirst Multi-Stakeholder Basin Board in South Asia Region
Palar Basin Palar Basin CharacteristicsCharacteristics
• Basin Area: 18,300 km2 (10,910 km2 in TN)
• Potential Supply: About 1,500 MCM SW; 2,700 MCM GW
• Current Demands: 2560 MCM (88% Irrigation)
• Industries: 88 large; 22,695 small (30 MLD effluent)
• River flows for 15 days in year!• Storage: 11 reservoirs, 4,900 rainfed tanks and 661 “system” tanks
• About 250,000 wells (mostly dug wells)
• GW: 50% blocks over-exploited; 41% critical/semi-critical
• Population: 5.4 million (62 million in TN)
Palar BasinPalar BasinTypical Issues Typical Issues
Catchment Degradation
Water Pollution(Tanneries, Waste Dumps, Textiles, Other Industries,
Domestic, Fertilizer/Pesticide)
Tank/Canal/Groundwater Irrigated Agriculture
Sand Mining
Tank Degradation
Water Scarcity
Groundwater Management
Agr. Dept/Agr. Engr. DeptWUA/Farmers
Water Resources OrganizationInstitute for Water Studies
TWAD Board
Fisheries Department
Forest Department
Palar Basin Board& Secretariat
Salt-impacted Agricultural Productivity
SimulationSimulation
Farmer Decision Model Farmer Decision Model Four crop choices: cotton, pulses, ragi, Four crop choices: cotton, pulses, ragi,
groundnutgroundnut Water Price and Rainfall ExpectationWater Price and Rainfall Expectation
Pricing ModelPricing Model Maximize expected value: Net Social BenefitMaximize expected value: Net Social Benefit
SimulationSimulation Rabi season (Oct-Nov-Dec)Rabi season (Oct-Nov-Dec) 37 year record – historical rainfall and 37 year record – historical rainfall and
operational forecastsoperational forecasts Single cell aquiferSingle cell aquifer
SimulatiSimulation on
SchemaSchematictic
Seasonal Rainfall Forecast
Inverse DemandModel
Demand Curve:Above
Demand Curve:Below
Demand Curve:Normal
OptimalPrice Algorithm
Farmer DecisionModel
Production Model
Net Social Benefits Groundwater ElevationFarmer Benefit
Actual Rainfall
Average Rainfall or Forecast
Water tariff
Crop Plan
Feedback
Feedforward
Simulation ResultsSimulation Results
ScenarioScenario Fully Adaptive (Full) – forecast-based, with Fully Adaptive (Full) – forecast-based, with
groundwater elevation updatinggroundwater elevation updating Feedforward (Forecast) – forecast-based, no Feedforward (Forecast) – forecast-based, no
groundwater updatinggroundwater updating Static – single price based on long term Static – single price based on long term
averagesaverages MetricsMetrics
NSB – Net Societal BenefitsNSB – Net Societal Benefits Farmer IncomeFarmer Income Groundwater elevation changeGroundwater elevation change
ResultsResults
Price NSB % increase Farmers' NB Water Use GW changeModel ($/ha-mm) ($/ha) to Static ($/ha) mm/ha mFully Adaptive w/ Perfect Forecasts 0.58 177 113.3% 163 204 -0.59Fully Adaptive 0.62 171 112.9% 158 207 -0.73Feedback (No Forecast) 0.62 169 112.7% 158 208 -0.72Feedforward (No Groundwater) 0.30 -1,217 8.40% 206 506 -11.41Feedforward (Perfect, No Groundwater) 0.28 -1,119 15.82% 197 489 -10.94Static 0.28 -1,329 -- 212 518 -11.80
Average values for 37 year simulation
Groundwater ElevationGroundwater Elevation
Net Social BenefitNet Social Benefit
1965 1970 1975 1980 1985 1990 1995-6000
-5000
-4000
-3000
-2000
-1000
0
1000
Year
$/ha
Farmer Net IncomeFarmer Net Income
1965 1970 1975 1980 1985 1990 199560
80
100
120
140
160
180
200
220
240
260$/
ha
Year
Farmers Net Benefits
Recharge - NSBRecharge - NSB
Forecast User EffectForecast User Effect
NSB % increase Farmers' NBForecast Use ($/ha) to Static ($/ha)Water Managers w/ Perfect Forecasts 177 113.3% 163Water Managers 171 112.9% 158Farmers only 171 112.9% 162Farmers only - Perfect Forecasts 174 113.1% 167Farmers and Water Managers 155 111.7% 142Farmers and Water Managers-Perfect 166 112.5% 154Static -1,329 -- 212
Summary of FindingsSummary of Findings
Adaptive Price superior to static price Adaptive Price superior to static price in terms of NSB, GW elevationin terms of NSB, GW elevation
Highest benefits to incorporating Highest benefits to incorporating groundwater opportunity costgroundwater opportunity cost
Use of forecasts by water managers Use of forecasts by water managers increases NSB by 8%increases NSB by 8% Perfect – increase by 16%Perfect – increase by 16%
Conserving GW costs farmers Conserving GW costs farmers Results sensitive to recharge rateResults sensitive to recharge rate Forecast benefits from water manager Forecast benefits from water manager
use = benefits from farmer useuse = benefits from farmer use
ExtensionsExtensions
Spatially distributed, physically-based Spatially distributed, physically-based modelingmodeling
Multisector socioeconomic modeling Multisector socioeconomic modeling to capture non-farm income (General to capture non-farm income (General Equilibrium Model)Equilibrium Model)
Farmer decision making under Farmer decision making under uncertaintyuncertainty
Replacement ValueReplacement Value
Alternate Static PricesAlternate Static Prices
outcomeforecast climatologyoutcomeforecast
E E E F(w,XforecastF(w,X ) forecast
Forecast Value
w = observed climate
Xf = optimized plan based on forecast
Xc = plan based on climatology
PrePosterior Analysis of Forecast Value
Solve with stochastic dynamic programming
My WorkMy Work Investigate the use of Monsoon Forecasting Investigate the use of Monsoon Forecasting
to increase the efficiency of groundwater to increase the efficiency of groundwater pricingpricing
TasksTasks Develop monsoon forecastDevelop monsoon forecast Formulate the application of forecast to GW Formulate the application of forecast to GW
pricingpricing Estimate cost and benefit functions of GW Estimate cost and benefit functions of GW
extractionextraction Evaluate the benefits of the pricing systemEvaluate the benefits of the pricing system
Pre-Posterior analysis – stochastic dynamic Pre-Posterior analysis – stochastic dynamic programmingprogramming
Simulation Simulation
Literature – Forecast Literature – Forecast ValueValue
Value of ForecastsValue of Forecasts ““Umbrella Problem” – Cost-Loss ratioUmbrella Problem” – Cost-Loss ratio
Epstein,1969; Murphy, 1985; Brown et al., 1986Epstein,1969; Murphy, 1985; Brown et al., 1986 Various agricultural studiesVarious agricultural studies
““Economic Value of Weather and Climate Forecasts,” Economic Value of Weather and Climate Forecasts,” Katz and Murphy, 1995Katz and Murphy, 1995
Hydropower operationHydropower operation Hamlet and Lettenmaier, 1999; Hamlet et al., 2001Hamlet and Lettenmaier, 1999; Hamlet et al., 2001
Literature - Literature - ApplicationsApplications
AgricultureAgriculture Hammer et al., 2001; Hansen, 2002Hammer et al., 2001; Hansen, 2002 Shift from passive acceptance of climate variability to active Shift from passive acceptance of climate variability to active
response to climate forecastresponse to climate forecast Benefit only through viable decision optionsBenefit only through viable decision options Appropriate use requires effective communicationAppropriate use requires effective communication
Water ResourcesWater Resources Hartmann et al., 2002; Bates, 2002Hartmann et al., 2002; Bates, 2002 Limitations to forecast applicationsLimitations to forecast applications
limited predictabilitylimited predictability probabilistic forecasts difficult to interpretprobabilistic forecasts difficult to interpret lacking mechanisms for implementationlacking mechanisms for implementation
SummarySummary
Goddard et al., 2001:Goddard et al., 2001:
““Progress in diagnosing, modelling Progress in diagnosing, modelling and predicting seasonal climate and predicting seasonal climate variability represents a major variability represents a major scientific advancement of the 20scientific advancement of the 20thth century; however, progress in the century; however, progress in the effective utilization of forecasts effective utilization of forecasts lagged behind.”lagged behind.”
ENSO InfluenceENSO InfluenceRelative frequency of Tamil Nadu (OND) rainfall
0.0%
5.0%
10.0%
15.0%
20.0%
25.0%
-30 -20 -10 0 10 20 30
Rainfall Anomaly (cm)
Warm
Cold
Relative Frequency of Telangana (JJAS) rainfall
0.0%
5.0%
10.0%
15.0%
20.0%
25.0%
-30 -20 -10 0 10 20 30 50
Rainfall Anomaly (cm)
Warm
Cool
“New” Approach to Monsoon Forecast
• Investigated:• ENSO Teleconnections• GCM/RCM and statistical methods• Data
– SSTs: NCEP/NCAR reanalysis, 1949 – 1999, 5º grid
– IITM predictors: 1963 – 1999– Tamil Nadu rainfall: 1871 – 1999, area average
HypothesisHypothesis
Minimize efficiency losses by Minimize efficiency losses by choosing the water tariff based on choosing the water tariff based on the monsoon forecastthe monsoon forecast
• Requires:Requires:– Accurate ForecastAccurate Forecast– Accurate Estimate of Demand and Cost Accurate Estimate of Demand and Cost
CurvesCurves
Expected ResultsExpected Results
Forecast: Below Normal rainfallForecast: Below Normal rainfall Price adjusted upwardPrice adjusted upward Encourages crop choices that decrease water Encourages crop choices that decrease water
useuse Failed forecast: above normal rainfall offsets Failed forecast: above normal rainfall offsets
need for groundwaterneed for groundwater Forecast: Above Normal rainfallForecast: Above Normal rainfall
Price adjusted downwardPrice adjusted downward Encourages ambitious crop planningEncourages ambitious crop planning Failed forecast: low priced water helps offset Failed forecast: low priced water helps offset
below normal rainfallbelow normal rainfall Conditional on groundwater table elevationConditional on groundwater table elevation
Alternate ApproachesAlternate Approaches
Optimal combination of climatology and Optimal combination of climatology and forecast (Dirichlet distributions)forecast (Dirichlet distributions) Maximize likelihood function:Maximize likelihood function: Product of the probability of the observed Product of the probability of the observed
categorycategoryn = years k* = observed n = years k* = observed
category category
PPk,tk,t = vector of probabilities for year t = vector of probabilities for year t
Hierarchical ModelHierarchical Model Representation of annual trendRepresentation of annual trend Cubic and Linear fit of principal Cubic and Linear fit of principal componentscomponents
*,1
( ) ( )n
k tt
L w E P
Decision mapDecision map Categorize forecasts based on Categorize forecasts based on
decision outcome:decision outcome:
Forecast Value - Bayesian Forecast Value - Bayesian AnalysisAnalysis
Probabilistic Categorical ForecastProbabilistic Categorical Forecast PC’s of Pacific, Indian SLP trendPC’s of Pacific, Indian SLP trend
Decision: Single Price vs Forecast Decision: Single Price vs Forecast PricePrice
Maximize Expected Net Social Maximize Expected Net Social BenefitsBenefits
Expectation over observation given Expectation over observation given decisiondecision
kE NB(p ) max NB( ,s) = max NB( ,s) P(s )E k l ls fp pp f p f
Water Manager, pre-monsoon
Forecast
Price 1
Plan
Price 3
Price 2
Dry Monsoon
Normal Monsoon
Wet Monsoon
Dry Monsoon
Normal Monsoon
Wet Monsoon
Dry Monsoon
Normal Monsoon
Wet Monsoon
Dry Monsoon
Normal Monsoon
Wet Monsoon
Benefits
Benefits
Benefits
Benefits
Benefits
Benefits
Benefits
Benefits
Benefits
Benefits
Benefits
Benefits
Decision Outcome
Dry
Dry
Mean
Wet
Wet
Mean
Observes forecast
Does not observe forecast
Dry
Wet
Mean
Forecast Value AddedForecast Value Added
Problem: How to categorize Problem: How to categorize forecasts? forecasts?
Simple A, N, B based on highest Simple A, N, B based on highest probability loses informationprobability loses information
Justifiable rationale for groupings?Justifiable rationale for groupings?