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Optimization and uncertainty analysis of operational policies for multipurpose reservoir system

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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.

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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

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Correspondence to M. Janga Reddy.

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:

$$ Z_{t} = \,\left\{ \begin{array}{ll} 1 &{\text{if}}\;E_{t} \ge TP_{t} \\ 0 & {\text{else}} \\ \end{array}\right.\quad \forall \;t $$
(20)

To capture the system transition from unsatisfactory state to satisfactory state, an index, W t , is defined as:

$$W_t = \left\{\begin{array}{ll}1, & \text{if}\;E_{t} < TP_{t} \;\text{and}\;E_{t + 1} \ge TP_{t} \\ 0, & \text{otherwise} \\ \end{array}\right.\quad \forall\;t $$
(21)

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):

$$ \gamma = \frac{{\sum_{t = 1}^{T} {Z_{t} } }}{T}\quad \forall \;t $$
(22)

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:

$$ \beta = \frac{{\sum_{t = 1}^{T} {W_{t} } }}{{T - \sum_{t = 1}^{T} {Z_{t} } }}\quad \forall \;t $$
(23)

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:

$$ \varphi_{avg} = \frac{{\sum {D_{t} } }}{{T - \sum\limits_{t = 1}^{T} {Z_{t} } }}\quad \forall \;t $$
(24)

where D t is the deficit or extent of failure during time period t, which is estimated by \( D_{t} = Max(TP_{t} - E_{t}; 0) \)

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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

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