Introduction
Model and Data
Results
Downside Risk in Reservoir Management Catarina Roseta-Palma1 and Yi˘ git Sa˘ glam2 1
Instituto Universit´ ario de Lisboa (ISCTE-IUL), 2 Victoria University of Wellington (VUW)
September 10, 2016
Roseta-Palma, and Sa˘ glam Downside Risk
Conclusion
Introduction
Model and Data
Results
Conclusion
Introduction
Motivation
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Demand Side: In various papers so far, we have seen (components of) demand rising thanks to population growth, industrialization, higher standards of living, etc. Supply Side: Large deviations in seasonal and inter-annual precipitation patterns often bring about serious problems for water users. ? For electricity, despite being non-storable, markets and trading mechanisms are well established to ensure shortages do not occur (frequently). ? Meanwhile, for water, although being storable, user rights, pricing rules, user groups’ reaction (i.e. awareness) to pricing, still need attention.
Roseta-Palma, and Sa˘ glam Downside Risk
Introduction
Model and Data
Results
Conclusion
Introduction
Motivation
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The most challenging issue is dealing with water scarcity and droughts, which represent the downside of natural variability in such areas. ? Wada et al. (2011) provide a global assessment of water stress, highlighting that population growth has heightened pressures on what is essentially a finite resource.
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Climate change is expected to increase supply volatility (via lower precipitation and higher temperature), which can only worsen the situation.
Roseta-Palma, and Sa˘ glam Downside Risk
Introduction
Model and Data
Results
Introduction
Motivation
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We need to consider two aspects: (1) the definition of relevant risk measures and (2) the discussion and modelling of different attitudes to uncertainty. ? Risk measurement ranges from the simple calculation of variance to stochastic dominance. ? If there is concern over the bad outcomes (rather than the good ones), we could utilize skewness, semivariance, other lower partial moments (LPMs), and value-at-risk (VAT).
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Meanwhile, water user groups adapt, which should be part of the analysis. ? In agriculture, lack of rainfall can be compensated by irrigation or changes in crop choice. ? In urban water supply, measures can be taken to tap alternative sources or to reduce demand.
Roseta-Palma, and Sa˘ glam Downside Risk
Conclusion
Introduction
Model and Data
Results
Conclusion
Introduction
Lower Partial Moments I
Lower Partial Moments (LMPs) is our main focus in this paper: they are one-sided measures that considers outcomes below a target level T : Z T LPM (a, T ) = (T − x)a dF (x), a ≥ 0. (1) −∞
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The value of a determines the risk profile: ? a Q 1 indicates risk-seeking, risk neutrality, and risk aversion behaviour. ? a = ∞ indicates only the worst possible outcomes considered, ? a = 2 is the special case of mean semivariance.
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Fishburn (1977) shows that there is a utility function consistent with LPM measures. It is an asymmetric function, as follows: ( x, x ≥ T, U (x) = (2) x − k(T − x)a , x < T. where k is a positive scaling term.
Roseta-Palma, and Sa˘ glam Downside Risk
Go to Results
Introduction
Model and Data
Results
Conclusion
Introduction
Goals I
This paper aims to: 1. analyze the dynamic water management problem in the presence of scarcity/shortages due to uncertainty in supply. 2. evaluate how user groups (i.e. agriculture) are affected in the extreme cases where the threshold level for a user group cannot be met. 3. investigate how different environmental constraints/regulations impact the optimal savings and usage.
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Main results: ? Our simulation results indicate that average irrigation use does not change much across different cases. ? Total supply and savings are affected positively by stricter environmental restrictions (regulating minimum water stock in the reservoir) and negatively by increasing thresholds (defining penalty levels for shortages in irrigation). ? Although the impact on irrigation use is not reflected in the mean, it does change the shape of the distribution. ? Increasing thresholds lower agricultural profits, but help avoid extreme shortages.
Roseta-Palma, and Sa˘ glam Downside Risk
Introduction
Model and Data
Results
Empirical Setup
Reservoir Model
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w: carryover stock, which the flow of water between periods.
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R: stochastic recharge (inflows). S: the stock of water supply available in a period, which is a function of the carryover stock from last period w, and stochastic recharge R.
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1. Some water is supplied for urban water use U (constant), 2. Water is released for flood control F (to avoid overflows), only utilized during periods with high inflows. Therefore, no economic return. 3. Irrigation water Q is for agriculture (control variable). 4. Rest of the stock is saved as carryover stock w (control variable).
Roseta-Palma, and Sa˘ glam Downside Risk
Conclusion
Introduction
Model and Data
Results
Conclusion
Empirical Setup
Reservoir Model I
Profit maximization problem: V (w, R) = max Π(Q) + β ER0 |R V w0 , R0 0
(3)
w ,Q
S(w, R) ≥w0 + Q + U + F, w0 ≥E(S), I
(4) (5)
E(S) represents the environmental constraints, which may depend on the current stock of water. ? Absolute restrictions: there is a fixed threshold of carryover stock: any volume above it can be used to irrigate (or simply released to avoid overflows). ? Relative restrictions: a proportion of available volume to environmental uses as water levels increase.
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In a situation where w0 < E(S), the regulator prorates the irrigation water use until the constraint is met.
Roseta-Palma, and Sa˘ glam Downside Risk
Introduction
Model and Data
Results
Conclusion
Empirical Setup
Reservoir Model
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The payoff function ( P π(Q) = N c=1 (pc αc Lc ) min(Qc /γc , 1), Π(Q) = π(Q) − κ1 (Q − Q)κ2 , ? ? ? ? ? ?
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(6)
c: index for crop, p: the price of crops, α: the land productivity, γ: the crop water requirement, L: the land allocation across crops, Q: the water allocation across crops.
The threshold Q can be viewed as the minimum amount of water below which drastic measures have to be taken (such as leaving the land fallow).
Roseta-Palma, and Sa˘ glam Downside Risk
Q ≥ Q, Q < Q.
Introduction
Model and Data
Results
Empirical Setup
Data: Southeastern Turkey
Legend
Details
¯
Dams
Kartalkaya Dam Other dams
KARTALKAYA DAM
Rivers Aksu River Other rivers GAZ0ANTEP
Counties Pazarcik County
River Basins Ceyhan Basin
0
40
80
160 km
Figure 1: Map of the Region
Roseta-Palma, and Sa˘ glam Downside Risk
Conclusion
Introduction
Model and Data
Results
Conclusion
Solving the Dynamic Problem
Solving the Dynamic Problem To solve the dynamic problem, we assume that the exogenous stochastic shocks in this economy stem from two components: inflows to the reservoir and crop prices. I
Inflows: ? We estimate the inflows with an auto-regressive process, but reject the test for autocorrelation. ? We fit the inflows data with the gamma distribution.
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Crop Prices: ? We assume a log-normal distribution for the crop price of cotton, estimate an AR(1) process, and derive the transition matrix using the algorithm described by Tauchen (1986). ? We assume the year–2006 prices for the other crops, and the year–2007 values for the land productivities.
More on Data
Roseta-Palma, and Sa˘ glam Downside Risk
Introduction
Model and Data
Results
Solving the Dynamic Problem
Solving the Dynamic Problem
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Carryover stock is bounded below by the environmental constraints, and above by the reservoir capacity w ¯ = 173.173 hm3 . 1. 2. 3. 4.
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E(S) E(S) E(S) E(S)
is is is is
constant at w = 5.65, constant at w = 11.30, proportional to total stock at 5%, proportional to total stock at 10%.
Procedure: 1. Use grid-search method to compute the value function in MATLAB. 2. Simulate the model 1000 times for 25 years. 3. Calculate total supply S, carryover stock w0 , irrigation water Q over the periods to see how these variables vary over time, with different penalty thresholds and environmental constraints.
Roseta-Palma, and Sa˘ glam Downside Risk
Conclusion
Introduction
Model and Data
Results
Conclusion
Solving the Dynamic Problem
Solving the Dynamic Problem Type
Parameter
Code
Value
Computational
Water grid points Stochastic recharge grid points Cotton price grid points Periods in each simulation Number of simulations
Nw NR Np NT M
100 8 2 25 1000
LPM
Penalty scalar Order of partial moment Penalty thresholds (hm3 )
κ1 κ2 Q1–Q3
Economic
Discount rate (%) Residential demand (hm3 ) Maximum carryover stock (hm3 ) Constant environmental constraints (hm3 ) Percent environmental constraints (% of total supply)
rβ U w ¯ EC1–EC2 EC3–EC4
20 2 {109, 121, 152}
Table 1: Parameter Values for the Empirical Illustration
Roseta-Palma, and Sa˘ glam Downside Risk
1% 95.32 173.173 (5.65, 11.30) (5%, 10%)
Introduction
Model and Data
Results
Conclusion
Solving the Dynamic Problem
Results: Simulated Irrigation Water across Periods
Details
Period 5
1 0.5 0 40
60
80
100
120
140
160
120
140
160
120
140
160
120
140
160
Period 10
1 0.5 0 40
60
80
100
Period 15
1 0.5 0 40
60
80
100
Period 25
1 0.5 0 40
60
80
100
Average
0.4 0.2 0 115
120
125
130
135
140
145
150
155
Figure 2: Histogram of irrigation use (in hm3) for the case Q=152 and E(S) = 5.65 Roseta-Palma, and Sa˘ glam Downside Risk
Introduction
Model and Data
Results
Conclusion
Monte-Carlo Simulations: Summary Statistics
Summary Statistics Irrigation Use - Mean
Total Supply - Mean
Period
EC1
EC2
EC3
EC4
EC1
EC2
EC3
EC4
5 10 Benchmark 15 25 Overall
86.95 128.01 134.48 136.91 129.02
87.19 122.16 127.60 135.39 128.94
91.34 124.43 127.65 136.59 128.97
135.39 126.71 129.67 129.05 128.49
267.65 292.72 292.55 295.93 288.87
269.26 291.15 293.08 297.49 292.99
272.83 293.22 293.93 299.15 294.28
310.89 301.70 304.18 303.71 303.69
5 10 15 25 Overall
87.81 132.83 139.85 134.71 129.13
100.82 128.57 131.36 133.57 129.04
114.06 128.78 130.44 132.69 128.99
140.15 126.78 127.13 131.88 128.83
269.01 295.19 294.07 292.91 287.73
278.05 293.52 293.49 295.37 292.08
288.70 294.60 294.13 296.13 293.75
309.32 301.24 299.81 302.97 301.24
5 10 15 25 Overall
115.00 121.30 125.95 128.82 130.98
125.36 126.99 129.21 129.48 130.74
129.34 129.28 129.62 130.22 130.70
141.94 135.63 134.12 132.58 130.05
251.28 255.60 257.79 260.68 262.10
263.94 265.92 267.46 267.56 269.83
267.30 267.66 268.12 269.89 271.01
296.54 291.66 290.16 290.05 288.13
5 10 15 25 Overall
132.79 131.01 130.78 132.06 132.30
131.59 130.80 130.87 131.53 132.04
131.46 130.77 130.91 131.47 132.02
131.06 130.01 130.64 131.39 131.49
260.30 255.49 253.70 252.14 256.89
261.28 259.17 259.02 258.03 260.88
261.53 259.88 259.88 258.49 261.45
268.13 269.66 271.53 271.48 270.97
Q1= 109
Q2= 121
Q3= 152
Table 2: Summary Statistics of the Key Variables (in hm3 ) in the Simulation Roseta-Palma, and Sa˘ glam Downside Risk
Introduction
Model and Data
Results
Conclusion
Monte-Carlo Simulations: Summary Statistics
Agricultural Profits Averagea
Std. Dev.
% change (rel. to EC1)
EC1b
EC2
EC3
EC4
EC1
EC2
EC3
EC4
EC1
EC2
EC3
Benchmarkc
4.11
4.06
4.03
3.83
0.28
0.28
0.28
0.26
0
-1.26
-1.92
-6.8
Q1= 109d
4.11
4.03
3.97
3.62
0.28
0.28
0.28
0.29
0
-1.86
-3.43
-11.76
Q2= 121
2.66
2.62
2.58
2.43
0.34
0.35
0.35
0.36
0
-1.7
-2.88
-8.74
Q3= 152
2.22
2.2
2.2
2.16
0.19
0.18
0.18
0.18
0
-0.72
-0.92
-2.79
Period
EC4
Table 3: Average Discounted Lifetime Agricultural Profits (without Penalties) a The term “Average” indicates the average, across simulations, of the sum of the discounted lifetime agricultural profits, measured in real terms of the domestic currency. This measure does not account for the penalty if fallen below threshold. b The notation “EC1–EC4” refer to the environmental constraints for the minimum carryover stock: (EC1) constant at 5.65hm3 , (EC2) constant at 11.30hm3 , (EC3) variable with 5% of the stock, (EC4) variable with 10% of the stock. c The “Benchmark” model refers to the case where there is no penalty threshold. d The notation “Q1–Q3” refer to the threshold levels of the irrigation use that lead to {25%, 20%, 10%} of the land left fallow, respectively.
Roseta-Palma, and Sa˘ glam Downside Risk
Introduction
Model and Data
Results
Conclusion
Monte-Carlo Simulations: Summary Statistics
Lower Partial Moments
LPM Equation
Shortfall Probability (κ2 = 0)
Q1= 109
Q2= 121
Q3= 152
Expected Shortfall (κ2 = 1)
Period
EC1
EC2
EC3
EC4
EC1
EC2
EC3
EC4
5 10 15 25 Overall
0.68 0.31 0.26 0.30 0.34
0.58 0.36 0.33 0.31 0.35
0.49 0.37 0.35 0.33 0.36
0.30 0.44 0.43 0.39 0.42
40.77 18.56 15.26 17.81 20.53
33.90 20.05 18.88 17.96 20.03
26.62 19.45 18.91 17.89 19.43
12.36 16.78 17.13 14.69 15.92
5 10 15 25 Overall
0.91 0.82 0.74 0.71 0.67
0.73 0.72 0.69 0.69 0.67
0.68 0.68 0.69 0.68 0.68
0.51 0.61 0.64 0.66 0.71
10.96 9.11 8.43 7.02 6.88
9.40 8.52 7.60 7.18 6.80
8.07 7.96 7.37 7.07 6.56
3.98 5.06 5.33 5.56 5.91
5 10 15 25 Overall
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
19.18 20.97 21.20 19.91 19.68
20.39 21.17 21.11 20.44 19.94
20.52 21.21 21.07 20.51 19.96
20.91 21.96 21.33 20.58 20.48
Table 4: Lower Partial Moments for Irrigation Use in the Simulation
Roseta-Palma, and Sa˘ glam Downside Risk
Introduction
Model and Data
Results
Conclusion
Main Conclusion
Conclusions I
We analyze the risk profiles of different assignment rules and environmental constraints in a water reservoir that serves the agricultural demand. ? We present a model that allows us to model a risk averse reservoir manager and to see how he adapts his behavior and actions to different assignment rules and increasingly demanding environmental constraints.
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Main results are: 1. While thresholds (for LPM) and environmental constraints do not impact the average irrigation use, total supply and carryover stock are affected positively by stricter environmental constraints and negatively by increasing thresholds. 2. The reservoir manager’s utility goes down with higher thresholds and stricter environmental constraints. On the one hand, thresholds put more emphasis on avoiding shortages, at the expense of lower average utility. 3. As the threshold increases, the shortfall probability increases. Meanwhile, for a given threshold, stricter environmental constraints slightly raises the shortfall probability.
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Possible extensions include incorporating more uncertainty in the environment and endogenizing residential water use or hydro-power use to reevaluate the effects of thresholds and environmental constraints.
Roseta-Palma, and Sa˘ glam Downside Risk
Appendix: Data
Appendix: Results
Data: Reservoir Flows
Back 60 Irrigation Water Use
Tap Water Use
10 8 6 4
50 40 30 20 10 0
1
2
3
4
5
6 7 8 Month
9 10 11 12
1
2
3
4
5
6 7 8 Month
9 10 11 12
1
2
3
4
5
6 7 8 Month
9 10 11 12
250
200
200
Inflows
Flood Control Use
300 250
150
150
100
100
50
50
0 1
2
3
4
5
6 7 8 Month
9 10 11 12
Figure 3: Boxplot of the reservoir flows Roseta-Palma, and Sa˘ glam Downside Risk
Appendix: Data
Appendix: Results
Data: Reservoir Flows
Back
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Since precipitation is mostly during the winter, reservoirs are necessary.
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Residential use amounts to around 100 hm3 annually and is mostly stable.
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Irrigation use is slightly higher than residential use, ranging between 130 − 150 hm3 .
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Water released for flood control avoids losses, but it does not have any other economic benefit.
Roseta-Palma, and Sa˘ glam Downside Risk
Appendix: Data
Appendix: Results
Data: Crop Prices
Back Irrigation Water Prices (1994=100) Cotton Maize Sugar Beet Wheat
0.16
Real Prices
0.14 0.12 0.1 0.08 0.06 0.04 1985
−3
x 10
1990
1995 Year
2000
Crop Prices (1994=100)
7
Prices
6 5 4 3 2 1 Year
Figure 4: Irrigation and Crop Output Prices Roseta-Palma, and Sa˘ glam Downside Risk
2005
Appendix: Data
Appendix: Results
Data: Changes in Crop Composition
Back
Crop Composition 100
Cotton Maize Wheat Sugarbeet Fallow
90
80
Percent Land Allocation
70
60
50
40
30
20
10
0
1985
1990
1995 Year
2000
2005
Figure 5: Changes in crop composition Roseta-Palma, and Sa˘ glam Downside Risk
Appendix: Data
Appendix: Results
Data: Inflows vs. Flood Control
Back
300 flood control reservoir capacity
250
Flood Control
200
150
100
50
0 50
100
150
200
250
300
350
Stock before Release
Figure 6: Inflows vs. Flood Control Roseta-Palma, and Sa˘ glam Downside Risk
400
450
Appendix: Data
Appendix: Results
Results: Simulated Water Stock across Periods
Back
Period 5
0.2 0.1 0 160
180
200
220
240
260
280
300
320
260
280
300
320
260
280
300
320
260
280
300
320
Period 10
0.1 0.05 0 160
180
200
220
240
Period 15
0.1 0.05 0 160
180
200
220
240
Period 25
0.2 0.1 0 160
180
200
220
240
Average
0.2 0.1 0 230
240
250
260
270
280
290
300
Figure 7: Histogram of total water supply (in hm3) for the case Q=152 and E(S) = 5.65 Roseta-Palma, and Sa˘ glam Downside Risk
Appendix: Data
Appendix: Results
Results: Simulated Carryover Stock across Periods
Back
Period 5
0.2 0.1 0 0
10
20
30
40
50
60
70
80
90
60
70
80
90
60
70
80
90
60
70
80
90
Period 10
0.2 0.1 0 0
10
20
30
40
50
Period 15
0.2 0.1 0 0
10
20
30
40
50
Period 25
0.4 0.2 0 0
10
20
30
40
50
Average
0.1 0.05 0 10
20
30
40
50
60
70
Figure 8: Histogram of carryover stock (in hm3) for the case Q=152 and E(S) = 5.65 Roseta-Palma, and Sa˘ glam Downside Risk