Abstract
This paper presents optimization and uncertainty analysis of operation policies for Hirakud reservoir system in Orissa state, India. The Hirakud reservoir project serves multiple purposes such as flood control, irrigation and power generation in that order of priority. A 10-daily reservoir operation model is formulated to maximize annual hydropower production subjected to satisfying flood control restrictions, irrigation requirements, and various other physical and technical constraints. The reservoir operational model is solved by using elitist-mutated particle swarm optimization (EMPSO) method, and the uncertainty in release decisions and end-storages are analyzed. On comparing the annual hydropower production obtained by EMPSO method with historical annual hydropower, it is found that there is a greater chance of improving the system performance by optimally operating the reservoir system. The analysis also reveals that the inflow into reservoir is highly uncertain variable, which significantly influences the operational decisions for reservoir system. Hence, in order to account uncertainty in inflow, the reservoir operation model is solved for different exceedance probabilities of inflows. The uncertainty in inflows is represented through probability distributions such as normal, lognormal, exponential and generalized extreme value distributions; and the best fit model is selected to obtain inflows for different exceedance probabilities. Then the reservoir operation model is solved using EMPSO method to arrive at suitable operational policies corresponding to various inflow scenarios. The results show that the amount of annual hydropower generated decreases as the value of inflow exceedance probability increases. The obtained operational polices provides confidence in release decisions, therefore these could be useful for reservoir operation.
Similar content being viewed by others
Abbreviations
- α :
-
Exceedance probability of inflow
- γ:
-
Unit weight of water
- η :
-
Overall efficiency of power plant
- ω:
-
Inertial weight
- X :
-
Constriction coefficient
- A t :
-
Reservoir surface area corresponding to the average storage at time t
- c 1, c 2 :
-
PSO parameters
- d :
-
Index for decision variables
- D cr :
-
Critical value of K–S test
- E :
-
Hydropower energy
- EV t :
-
Evaporation loss for any time period t
- EL t :
-
Elevation at any time t
- F i :
-
Fitness function
- e t :
-
Rate of evaporation in time period t
- g :
-
Index of best particle
- gbest :
-
Global best particle position
- H :
-
Difference in elevation with water level
- ID :
-
Irrigation demand
- K :
-
Number of parameters in the statistical model
- L :
-
Likelihood function
- NS :
-
Size of the swarm
- N :
-
Number of time periods
- n :
-
Generation number
- O t :
-
Reservoir over flow at time period t
- P min :
-
Minimum power production limit in 10 days
- PC :
-
Maximum power production limit in 10 days
- PB i :
-
Best position of ith particle of the swarm
- P t :
-
Power production in time period t
- q t :
-
Inflow value that corresponds to specified exceedance probability
- r 1, r 2 :
-
Uniformly generated random numbers between 0 and 1
- RI :
-
Irrigation release
- RP :
-
Water release for power production
- RP min :
-
Minimum limit of water releases from the reservoir in 10 days
- RP max :
-
Maximum limits of water releases from the reservoir in 10 days
- S min :
-
Allowable minimum storage volume
- S max :
-
Allowable maximum storage volume
- S t :
-
Storage volume at the beginning of time period t
- S t+1 :
-
End storage volume at time period t
- T t :
-
Number of plant operating hours in 10 days
- T :
-
Time steps
- V i :
-
Velocity of the ith particle of the swarm
- X i :
-
Position of the ith particle of the swarm
- Z :
-
Objective function
- AIC:
-
Akaike Information Criterion
- ANN:
-
Artificial neural network
- CDF:
-
Cumulative distribution function
- ECDF:
-
Empirical CDF
- EMPSO:
-
Elitist-mutated particle swarm optimization
- GA:
-
Genetic algorithm
- GWh:
-
Giga Watt hour
- GEV:
-
Generalized extreme value
- K–S:
-
Kolmogorov–Smirnov
- PSO:
-
Particle swarm optimization
- TWL:
-
Tail water level
- MWh:
-
Mega Watt hour
References
Afshar M (2013) Extension of the constrained particle swarm optimization algorithm to optimal operation of multi-reservoirs system. Int J Electr Power Energy Syst 51:71–81
Balter AM, Fontane DG (2008) Use of multi-objective particle swarm optimization in water resources management. J Water Resour Plan Manage ASCE 134(3):257–265
Bazargan J, Hashemi H, Mousavi SM, Sabzi HZ (2011) Optimal operation of single-purpose reservoir for irrigation projects under deficit irrigation using particle swarm optimization. Can J Environ Constr Civ Eng 2(7):164–171
Chau KW (2007) Particle swarm optimization training algorithm for ANN in stage prediction of Shing Min River. J Hydrol 329(4):363–367
Cheng C-T, Wang W-C, Xu D-M, Chau KW (2008) Optimizing hydropower reservoir operation using hybrid genetic algorithm and chaos. Water Resour Manage 22:895–909
Chu HJ, Chang LC (2009) Applying particle swarm optimization to parameter estimation of the nonlinear Muskingum model. J Hydrol Eng ASCE 14(9):1024–1027
Eberhart RC, Kennedy J (1995) A new optimizer using particle swarm theory. In: Proceedings of 6th symposium on micro machine and human science. IEEE Service Center, Piscataway, pp 39–43
Fayaed SS, El-Shafie A, Jaafar O (2013) Reservoir-system simulation and optimization techniques. Stoch Environ Res Risk Assess 27:1751–1772
Ghimire BNS, Reddy MJ (2013) Optimal reservoir operation for hydropower production using particle swarm optimization and sustainability analysis of hydropower. ISH J Hydraul Eng 19(3):196–210
Hashimoto H, Stedinger JR, Loucks DP (1982) Reliability, resiliency, and vulnerability criteria for water resources system performance evaluation. Water Resour Res 18(1):14–20
Hossain MS, El-shafie A (2013) Performance analysis of artificial bee colony (ABC) algorithm in optimizing release policy of Aswan High Dam. Neural Comput Appl. doi:10.1007/s00521-012-1309-3
Houck MH (1979) A chance constrained optimization model for reservoir design and operation. Water Resour Res 15(5):1011–1016
Jung BS, Karney BW (2006) Hydraulic optimization of transient protection devices using GA and PSO approaches. J Water Resour Plan Manage ASCE 132(1):44–52
Karamouz M, Ahmadi A, Moridi A (2009) Probabilistic reservoir operation using Bayesian stochastic model and support vector machine. Adv Water Resour 32:1588–1600
Kumar DN, Reddy MJ (2006) Ant colony optimization for multi-purpose reservoir operation. Water Resour Manage 20:879–898
Kumar DN, Reddy MJ (2007) Multipurpose reservoir operation using particle swarm optimization. J Water Resour Plan Manage ASCE 133(3):192–201
Li YP, Huang GH, Chen X (2009) Multistage scenario-based interval-stochastic programming for planning water resources allocation. Stoch Environ Res Risk Assess 23:781–792
Loucks DP (1997) Quantifying trends in system sustainability. Hydrol Sci J 42(4):513–530
Montalvo I, Isquierdo J, Perez R, Tung MM (2008) Particle swarm optimization applied to the design of water supply systems. Comput Math Appl 56(3):769–776
OHPCL (2012) Odisha Hydropower Corporation Ltd. http://www.ohpaltd.com. Accessed 12 June 2012
Oliveira R, Loucks DP (1997) Operating rules for multi-reservoir systems. Water Resour Res 33(4):839–852
Ouarda TB, Labadie JW (2001) Chance-constrained optimal control for multireservoir system optimization and risk analysis. Stoch Environ Res Risk Assess 15:185–204
Patri S (1993) Data on flood control operation of Hirakud dam. Irrigation Department, Government of Orissa, Bhubaneswar
Reddy MJ, Adarsh S (2010) Overtopping probability constrained optimal design of composite channels using swarm intelligence technique. J Irrig Drain Eng ASCE 136(8):532–542
Reddy MJ, Kumar DN (2006) Optimal reservoir operation using multi objective evolutionary algorithm. Water Resour Manage 20(6):861–878
Reddy MJ, Kumar DN (2007a) Optimal reservoir operation for irrigation of multiple crops using elitist-mutated particle swarm optimization. Hydrol Sci J 52(4):686–701
Reddy MJ, Kumar DN (2007b) Multi-objective particle swarm optimization for generating optimal trade-offs in reservoir operation. Hydrol Proces 21:2897–2909
Reddy MJ, Kumar DN (2012) Computational algorithms inspired by biological processes and evolution. Curr Sci 103(4):1–11
Regulwar DG, Raj PA (2009) Multi objective multireservoir optimization in fuzzy environment for river sub-basin development and management. J Water Resour Prot 4:271–280
Richardson JT, Palmer MR, Liepins G, Hilliard M (1989) Some guidelines for genetic algorithms with penalty functions. In: Proceedings of the third international conference on genetic algorithms, pp 191–197
Sattari MT, Apaydin H, Ozturk F (2009) Operation analysis of Eleviyan irrigation reservoir dam by optimization and stochastic simulation. Stoch Environ Res Risk Assess 23:1187–1201
Sharif M, Wardlaw R (2000) Multireservoir systems optimization using genetic algorithms: case study. J Comput Civ Eng 14(4):255–263
Sreenivasan KR, Vedula S (1996) Reservoir operation for hydropower optimization: a chance-constrained approach. Sadhana 21(4):503–510
Author information
Authors and Affiliations
Corresponding author
Appendix 1
Appendix 1
1.1 System performance measures
To assess the reservoir system performance for the operational policies developed for different values of inflow exceedance probabilities, performance measures such as reliability, resilience, and vulnerability (Hashimoto et al. 1982) are evaluated. In a hydropower reservoir system, if hydropower production in a time period is greater than the target power, a satisfactory condition occurs otherwise it is unsatisfactory.
Let Z t be an index to measure whether the system is in a satisfactory or unsatisfactory state. In a hydropower system, if is the total hydropower production at time step t (E t ) is greater than or equal to target hydropower (TP t ) then the system is said to be in satisfactory state and Z t , is equals to one, otherwise, the system is said to be in unsatisfactory state and the index, Z t , is equals to zero. Mathematically the index, Z t , is defined as:
To capture the system transition from unsatisfactory state to satisfactory state, an index, W t , is defined as:
Reliability: The reliability can be defined as probability of the system is in satisfactory state. Therefore, this is the indicator of performance of system meeting the target power. Mathematically it can be expressed as (Hashimoto et al. 1982):
where γ is the system reliability, whose value ranges within limits of [0, 1] or expressed in terms of percentage; T is the total number of time periods in the operation horizon.
Resiliency: It is an indicator of the speed of recovery from an unsatisfactory condition or failure state. Mathematically it can be expressed as:
where β is the system resiliency, whose value ranges within limits of 0–1.
Vulnerability: Vulnerability is a statistical measure of the extent or duration of failure, if a failure (or unsatisfactory value) occur. Extent-vulnerability can be defined based on the expected or maximum observed individual or cumulative extent of failure (Loucks 1997). The expected extent-vulnerability (\( \varphi_{avg} \)) can be defined as:
where D t is the deficit or extent of failure during time period t, which is estimated by \( D_{t} = Max(TP_{t} - E_{t}; 0) \)
Rights and permissions
About this article
Cite this article
Ghimire, B.N.S., Reddy, M.J. Optimization and uncertainty analysis of operational policies for multipurpose reservoir system. Stoch Environ Res Risk Assess 28, 1815–1833 (2014). https://doi.org/10.1007/s00477-014-0846-y
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00477-014-0846-y