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Article

Optimal Scheduling of Hydro–Thermal–Wind–Photovoltaic Generation Using Lightning Attachment Procedure Optimizer

1
Department of Electrical Engineering, Faculty of Engineering, South Valley University, Qena 83523, Egypt
2
Department of Electrical Engineering, Faculty of Engineering, Aswan University, Aswan 81542, Egypt
3
Department of Electrical Engineering, Faculty of Engineering, Sohag University, Sohag 82524, Egypt
4
Department of Electrical Engineering, College of Engineering, Taif University, P.O. Box 11099, Taif 21944, Saudi Arabia
*
Authors to whom correspondence should be addressed.
Sustainability 2021, 13(16), 8846; https://doi.org/10.3390/su13168846
Submission received: 5 June 2021 / Revised: 21 July 2021 / Accepted: 28 July 2021 / Published: 7 August 2021
(This article belongs to the Section Energy Sustainability)

Abstract

:
This paper presents an effective solution for the short-term hydrothermal generation scheduling (STHS) problem using an integration of wind and photovoltaic power (PV) system. Wind and PV power are integrated into the power system to minimize the total fuel cost of thermal units. In this paper, the lightning attachment procedure optimization algorithm (LAPO) is employed to solve the STHS problem using the wind and PV power integration system. The proposed method is applied for solving five test systems with different characteristics, considering the valve-point loading impact of the thermal unit. The first and third test systems include hydro and thermal units only, and the rest of the systems consist of hydro and thermal units with integrating wind and PV power-generating units to inspect the effect of renewable energy sources in the selected test systems. The simulation results are compared with other studied methods. It is found that the proposed method is superior, and it has the ability to obtain the best solutions with respect to other optimization methods that are implemented to solve the STHS problem.

1. Introduction

In recent years, the demand for electric power has increased, and fossil fuel prices have risen rapidly, which has led to growing the energy crisis in the world. Therefore, the world has tended to reduce the use of thermal units by using renewable energy sources to reduce the polluting emissions and harmful gases that are released from thermal units when fossil fuels are burnt. These harmful gases have a negative effect on the environment, and this leads to an increase in the temperature of the planet, which causes global warming. Renewable energy sources, mainly wind and solar, are very cost-effective as well as eco-friendly to the environment. Therefore, the incorporation of the short-term hydrothermal generation scheduling (STHS) problem and renewable energy has great importance in the power system operation. The STHS problem is one of the most important optimization problems in the power system network. The primary goal of the STHS problem is to determine the optimal power-generation schedule of the thermal and hydro units to minimize the total operation cost of the system.
The STHS is subjected to a variety of constraints related to the hydraulic and thermal units, which include power load balance, power-generation limits, reservoir volume limits, and water discharge rate limits. These constraints with the valve-point loading impact make this problem a non-linear and complicated optimization problem. Several analytical optimization methods have been employed such as dynamic programming (DP) [1], mixed-integer linear programming [2], nonlinear programming (NLP) [3], and Lagrange relaxation (LR) [4]. It should be highlighted here that these methods suffer from stagnation, and they are not able to provide the optimal solution due to the nonlinearity and composite constraints of the STHS problem. Thus, several modern heuristic and meta-heuristic optimization methods have been applied to solve the STHS problem to avoid stagnation of the analytical methods, such as the genetic algorithm (GA) [5], differential evolution (DE) [6], particle swarm optimization (PSO) [7], teaching–learning-based optimization (TLBO) [8], and artificial bee colony (ABC) [9]. An improved harmony search (IHS) optimization algorithm has been introduced in [10] to find the optimal solution to the short-term hydrothermal scheduling problem. In this reference, the proposed method has been employed on two test systems with different constraints including the valve-point loading impact and transmission losses. A modified dynamic neighborhood learning-based particle swarm optimization (MDNLPSO) method has been introduced in [11] to solve the STHS problem considering the valve-point loading impact and the power transmission loss. A real-coded genetic algorithm based on the improved Mühlenbein mutation (RCGA-IMM) algorithm has been applied by Nazari-Heris et al. [12] to solve the STHS problem and minimize the total cost of the hydrothermal system. A differential real-coded quantum-inspired evolutionary algorithm (DRQEA) has been introduced in [13] to solve the STHS problem considering the valve-point loading impact and the power transmission loss.
Renewable energy sources such as wind and PV power have a great important role in many countries as these sources have low cost and produce electric power without any harmful emissions. Hence, the integration of renewable energy resources into the electrical grid attracts more attention from researchers.
Few efforts have been presented to study the effect of inclusion of renewable energy sources such as wind and solar energy in a short-term hydrothermal system. Zhang et al. [14] applied a gradient-based multi-objective cultural differential evolution (GDMOCDE) to solve the STHS problem and minimize the generation cost and emission of thermal plants. Banerjee et al. [15] solved the SHTS problem considering the wind power by using the particle swarm optimization technique (PSO). In 2016, Dubey et al. [16] applied the ant lion optimization algorithm (ALO) to solve the short-term hydrothermal scheduling problem considering the wind speed uncertainty.
A hydro–thermal–wind scheduling problem and wind uncertainty were presented in [17]. In this reference, an extended NSGA-III algorithm was proposed to obtain the optimal Pareto solutions of the multi-objective optimization problem. An enhanced multi-objective bee colony optimization algorithm (EMOBCO) has been proposed in [18] to solve short-term hydro–thermal–wind complementary scheduling considering the uncertainty of wind power. Multi-objective complementary scheduling of the hydro–thermal–RE power system has been presented in [19] to solve the STHS problem, taking both cost and emission objectives and considering the uncertainty of wind power, and a multi-objective hybrid grey wolf optimizer was proposed to solve this problem. Table 1 presents the definitions of test systems applied to solve the STHS problem with integration of wind and PV power. Different optimization methods used to solve the STHS problem with integration of wind and photovoltaic power are summarized in Table 2.
Lightning attachment procedure optimization (LAPO) is a novel algorithm proposed by A.F. Nematollahi et al. [20,21]. LAPO has simulated the lightning attachment process in nature. LAPO is based on five steps, which are air breakdown on the cloud edge, downward leader movement toward the ground, branch fading, upward leader propagation, and the strike point, which mimics the optimal solution. LAPO has a high searching capability that has been applied to solve several optimization problems. In [22], LAPO has been applied to determine the optimal siting and sizing of the unified power flow controller in the transmission system. Y. Heba et al. solved the optimal power flow using the LAPO technique [23]. In [24], the LAPO technique was employed to determine the optimal location and size of the distributed generators in the distribution network. W. Lui et al. presented the LAPO to optimize the image segmentation in [25].
Table 2. Summary of the literature review of optimization methods to solve the STHS problem with integration of wind and PV power.
Table 2. Summary of the literature review of optimization methods to solve the STHS problem with integration of wind and PV power.
ReferenceMethodYearTest SystemMain Consideration
[26]ALO2016Test System 1, Test System 3, Test System 5Valve-point loading effect (VPE), transmission loss.
[5]RCGA-RTVM2014Test System 1Valve-point loading effect of thermal units, power transmission loss.
[27]HMOCA incorporated DE2011Test System 1Minimization of emission issues.
[19]Multi-objective hybrid grey wolf optimizer2018Test System 2Minimization of operational costs and pollution emissions
[28]Fast convergence real-coded genetic algorithm2018Test System 2The effect of valve-point loading of thermal generator and transmission loss is taken into consideration
[10]IHS2018Test System 1Valve-point loading effect of thermal units, power transmission loss of the system.
[29]Improved DE2014Test System 1Prohibited discharge zones (PDZs) of hydro units, valve-point loading effect, ramp rate limits of thermal generators, transmission losses.
[30]CPSO2019Test System 1Valve-point loading effect, prohibited discharge zones (PDZs) of hydro units.
[31]MOABC2014Test System 1Valve-point loading effect, power transmission losses.
[32]NSGSA-CM2014Test System1Emission of hydrothermal system.
[8]TLBO2013Test System 1Valve-point effect of thermal plants, prohibited discharge zones (PDZs) of the water reservoir of the hydro units.
[33]A hybrid CSA and PSO2013Test System 1Economic emission, power transmission loss, valve-point effect.
[34]EP2004Test System 1Valve-point loading effect.
[11]MDNLPSO2015Test System 1Prohibited discharge zones (PDZs) of the water reservoir of the hydro units, valve-point loading effect, transmission losses.
[35]RCGA-AFSA2014Test System 1Valve-point loading effect, transmission losses, prohibited discharge zones (PDZs), ramp rate limits.
[36]TLPSOS2017Test System 1Valve-point loading effect.
In this paper, the authors present the lightning attachment procedure optimization (LAPO) technique to find the hourly optimal power generation of thermal units and hydropower units to minimize the total fuel cost and the total emissions. The effect of wind and photovoltaic generation systems is taken into consideration to find the optimal solution of the STHS optimization problem. To evaluate the performance of the developed algorithm, it is applied to five test systems including four hydropower plants with three thermal units, four cascaded hydropower plants with three thermal plants and one equivalent wind-and-solar-generating unit, four hydro plants with ten thermal units, four cascaded hydropower plants and eight thermal-power plants and one equivalent wind and equivalent solar-generating unit, and four hydro plants with eight thermal units and two wind generation units.
The main contributions of this paper can be depicted as follows:
  • The hydro–thermal generation scheduling problem is solved for small and large test systems.
  • The renewable energy resources including the wind and PV generation systems are considered in the STHS problem.
  • The economic issues are considered with cost reduction in the STHS problem.
  • Application of efficient optimizer called LAPO to solve the STHS problem with renewable energy resources.
The rest of this paper is organized as follows: The problem formulation of hydrothermal generation scheduling with a wind and PV power integration system is introduced in Section 2. The lightning attachment procedure optimization algorithm (LAPO) method is illustrated in Section 3. The simulation results are represented in Section 4. Finally, the conclusion is explained in Section 5.

2. Problem Formulation of Hydrothermal Generation Scheduling with Wind and PV Power Integration System

The objective of the STHS problem with integration of wind and PV power is to minimize the total fuel cost as well as emission caused by thermal plants considering the cost of wind and PV power while satisfying various constraints. The objective function of the STHS problem with the wind and PV power integration system considering the different constraints is expressed as follows:

2.1. The Cost Minimization

F 1   = t = 1 T { i = 1 N s f s i t ( P s i t ) + k = 1 N w f w k t ( P w k t ) + m = 1 N p v f p v m t ( P p v m t ) }
where F 1   is the total operating cost of thermal, wind, and PV power-generating units. f s i t is the total fuel cost of thermal units. f w k t is the total cost of wind-generating units. f p v m t is the total cost of PV-generating units. The total number of thermal, wind, and PV power-generation units are N s , N w , and N p v , respectively. T is the length of the total scheduling period. The output power generation from thermal, wind, and PV power-generation units are P s i t , P w k t , and P p v m t , respectively.
The fuel cost of the thermal unit at a time t taking into consideration the valve-point loading effect (VPLE) is represented as follows:
f i t ( P s i t ) = m i n t = 1 T i = 1 N s { a i   + b i P s i t + c i ( P s i t   ) 2 + | d i s i n [ e i ( P s i m i n P s i t ) ] |   }
where, a i   , b i   , c i   , d i   , and e i   are the cost coefficients of the thermal unit, and P s i m i n is the minimum power-generation limit of the thermal unit.

2.2. The Emission Rate Minimization

The STHS problem with integration of wind and PV power aims to minimize the total amount of emissions that are released from thermal units due to the burning of fossil fuels used to produce electricity. The function of the emission rate can be represented as the sum of a quadratic and an exponential function [37]. The total emission produced by thermal units in the system can be expressed as follows:
F 2   = m i n t = 1 T i = 1 N s { α i   + β i P s i t + γ i ( P s i t   ) 2 + η i exp ( δ i P s i t ) }
where F 2   is the total amount of emissions. α i   , β i   , γ i , η i , and δ i   are the emission coefficients of the thermal unit.

2.3. Constraints

The STHS problem with a wind and PV power integration system should satisfy the following equality and inequality constraints.
(1) power balance constraints
i = 1 N s P s i t   +   j = 1 N h P h j t + k = 1 N w P w k t + m = 1 N p v P p v m t   P L t =   P D t     .                                 t   ϵ   T  
where N h is the number of hydropower units. P D t is the power load demand. P h j t is the output power of the hydro unit. P L t is the transmission loss of the system.
The power generation of hydropower units P h j t can be represented as
P h j t = C 1 j ( V h j t ) 2 + C 2 j ( Q h j t ) 2 + C 3 j   V h j t     Q h j   t + C 4 j   V h j t +   C 5 j   Q h j t + C 6 j             j ϵ   N h     .       t   ϵ   T
where C 1 j , C 2 j , C 3 j , C 4 j , C 5 j , and C 6 j represent the coefficients of the hydropower-generating units, respectively. V h j   t and Q h j   t represent the reservoir volume and water release of the hydro unit, respectively.
The power transmission loss P L   t can be represented as follows:
P L         t =     i = 0 N h + N s j = 0 N h + N s P i     t B i j     P j     t + i = 0 N h + N s B o i   P i     j + B o o    
where, B i j   ,   B o i ,   and   B o o represent the coefficients of transmission power loss.
(2) Water balance constraint
V h j t =   V h j t 1 +   I h j t   Q h j t S h j t + l = 1 R u j       (   Q h l t d l j + S h l t d l j     )     . j ϵ   N h     .       t ϵ   T   .                
where I h j t and S h j t represent the water inflow and spillage of the hydro plant. R u j is the number of upstream hydropower-generating units above the reservoir.
(3) Initial and terminal reservoir storage volumes and water discharge rate limits
V h j m i n     V h j     t   V h j m a x                                 , j   ϵ   N h     ,         t   ϵ T  
Q h j m i n     Q h j     t   Q h j m a x                                   , j   ϵ   N h     ,         t   ϵ T  
where V h j m i n and V h j m a x are the minimum and maximum reservoir storage volumes of hydro units. Q h j m i n and Q h j m a x are the minimum and maximum water discharge rates of hydro units.
(4) Power generation limits
Each power-generation unit has minimum and maximum output limits.
P h j m i n P h j t P h j m a x         . j   ϵ N h .         t ϵ   T
P s i m i n   P s i t P s i m a x         . i   ϵ N s .         t ϵ   T .
P w k m i n   P w k t P w k m a x         . k   ϵ N w .         t ϵ   T .
P p v m m i n   P p v m t P p v m m a x         . m   ϵ N p v .         t ϵ   T .

2.4. Modeling of Wind and PV Power Generation

The output power of wind unit [26] for a given wind speed at time t is expressed as follows:
f w k t ( P w k t ) = k = 1 N w K w k P w k t
P w k t = { 0 f o r           v w t < v i n ,   v w t > v o u t P w r k t ( v w t v i n v r v i n ) f o r       v i n v w t v r P w r k t f o r       v r v w t v o u t }
where v i n   , v o u t   , and v r are the cut-in, cut-out, and rated wind speeds, respectively.   P w r k t is the rated power of the wind unit.
The output power of PV unit [28] at time t is expressed as follows:
f p v m t ( P p v m t ) =   m = 1 N p v P p v m t K s m
P p v m t = { P s r     ( G 2 G s t d     R C )               f o r           0 < G < R C P s r ( G 2 G s t d   )                 f o r           G > R C                           }
where G denotes the forecast solar radiation at a time t . G s t d is the solar radiation in the standard environment set as 1000 w / m 2 . R C is a certain radiation point set as 150 w / m 2 . P s r denotes the rated power output of the PV unit.

3. Lightning Attachment Procedure Optimization (LAPO)

Lightning attachment procedure optimization (LAPO) is a new efficient optimization algorithm that mimics the lightning phenomena procedure in nature. The lightning is formed due to the cumulation of a high number of charges in the clouds. The continuous increase in the number of charges leads to an increase in the electrical strength and breakdown of air; consequently, several downloaders are formed, starting from the downside of the cloud, as shown in Figure 1. The down leaders are combined with the upward leaders at the strike point from the lightning.
LAPO is based on five step ladders including (1) air breakdown that closed to the cloud surface (2), the orientation of the lightning downward leaders, (2) branch fading, (3) extension of the upward leaders (4), and strike point position (5).

Mathematical Model of LAPO

  • Step 1: Trail spots
The trial spots are the initial downward leaders’ starting points, which are evaluated as follows:
X s h = X m i n h + r a n d × ( X m a x h X m i n h )
where X s h represents the initial position of the downward leader or the trial spot. X m i n denotes the minimum limit of the control variable, while X m a x denotes the maximum value. r a n d represents a random number within range [26]. The objective functions of the initial positions are evaluated as follows.
F s h = F i t n e s s ( X s h )
  • Step 2: The next jumping of the initial points
All initial trial spots are averaged, and their objective function is determined:
X r = m e a n   ( X s h )
F r = F i t n e s s ( X r )
X r is the averaged point. F r denotes the fitness function of the mean point. It is well-known that the lightning has many paths to jump to the next location where the lightning will go to a high-voltage point.
To update the point i, a random solution j is selected where i ≠ j. The updated point is jumped to the new location as follows:
X s _ n e w h = X s h + r a n d × ( X r + X S j )           I F     F j > F r
X s _ n e w i = X s i r a n d × ( X r + X S j )           I F     F j < F r
  • Step 3: Branch fading
The downward leader will be faded if the critical point is more than the electric field of the new point in terms of the objective function value; otherwise, it remains continuous; this fading can be mathematically represented as follows:
X s h = X s _ n e w h             I F     F s _ n e w h < F s h
Otherwise   X s _ n e w i = X s i
  • Step 4: Upward leader movement
In this stage, the points move up, which simulates the orientation of the upward leaders, which are distributed exponentially along the channels, which can be modeled as follows:
A = 1 ( t t m a x ) × e x p ( t t m a x )
where A is an exponent operator. t and t m a x are the iteration number and the maximum number of iterations. The updated point based on the upward motion is given as follows:
X s _ n e w h = X s _ n e w h + r a n d × A × ( X b e s t h X w o r s t h )
where X b e s t h and X w o r s t h denote the best and the worse points among the other points.
  • Step 5: The strike point
The lightning operation pauses when the down leader and the up leader gather each other, and the striking point is assigned. The flowchart of the LAPO algorithm for obtaining the optimal solution is shown in Figure 2.

4. Simulation Results and Discussion

The LAPO algorithm is applied to five hydro–wind–PV–thermal power-generation scheduling test systems to verify the feasibility and effectiveness of the LAPO algorithm to solve the STHS problem with the integration of renewable energy sources. The first test system includes four hydro and three thermal units to obtain the optimal solution to the STHS problem without considering the effect of renewable energy sources. The second test system contains a multi-chain cascade of four hydropower-generating units, three thermal units, a single wind farm, and a single solar-power-generating unit. The third test system consists of a multi-chain cascade of four hydro and ten thermal-power-generating units. The fourth test system consists of a multi-chain cascade of four hydro, eight thermal-power-generating units, one equivalent wind farm, and one equivalent PV power-generation unit. Finally, the fifth test system consists of a multi-chain cascade of four hydro units, eight thermal-power-generating units, and two wind-farm generating units. There are two objectives in this system. The first objective function is the operation cost of thermal-power generation with consideration of the valve-loading-point impact, as in (1). Moreover, the total emission caused by thermal units is considered the second objective function. The hydraulic network of these test systems is demonstrated in Figure 3. The entire scheduling period is 1 day that is divided into 24 intervals. The test systems have been explained in detail and the results have been described below.

4.1. Test System 1

In this system, the LAPO algorithm can be used to obtain the optimal solution to the STHS problem without considering the effect of renewable energy sources. The valve-point loading impact of thermal-power plants is considered. All data details of the hydrothermal system are adopted from [38], while the emission coefficients of the thermal unit are given in [34]. The LAPO algorithm is optimal to solve the STHS problem by finding the minimum total fuel cost and reducing the emission rate of the thermal units with efficiency. The minimum cost that can be found by the LAPO algorithm is $38,800.75. The optimal power generation of the hydro, thermal units, and water discharges of each hour to minimize the fuel cost are shown in Table 3. The optimal results obtained by the LAPO method are compared to heuristic methods in Table 4. The minimum emission that can be found by LAPO is 17,347.325 Ib. The optimal power generation of four hydro units acquired from that LAPO method to minimize the fuel cost is shown in Figure 4. The optimal power generation of four hydro units acquired from the LAPO method to minimize the emission rate is shown in Figure 5.

4.2. Test System 2

To analyze the effect of renewable energy sources, this system consists of four hydropower units, three thermal-power units, one equivalent wind-power unit, and one equivalent PV-generating unit, but this system is more complex than Test System 1 due to the constraints of the wind and PV-generating units. The rating of the wind-power-generating unit is P w r = 150   MW . The cut in, cut out, and rated wind speeds are v i n = 4   m / s , v o = 25   m / s , and v r = 15   m / s , respectively. The cost coefficient for the wind-power-generating unit is k w = 3.25 . The cost coefficient for the PV power-generating unit is k s = 3.5 , The rating of the PV-power-generating unit is P p v r = 150   MW . The data details of renewable energy can be found in [28]. With the integration of renewable energy, the total cost obtained by using the LAPO algorithm can be reduced to $38,210.073, which helps in saving $590.68/day. The total cost that can be saved in the year is $215,597. The optimal power generation for hydro–thermal–wind–PV-generating units and water discharge rate obtained by the LAPO algorithm to minimize the fuel cost is shown in Table 5. The optimal power generation of hydropower-generating units for the provided optimal solution to Test System 2 to minimize the cost is shown in Figure 6. The minimum emission obtained by LAPO is 14,921.908 Ib. It is obvious that the emission rate can be reduced to 2425.42 Ib/day by integrating renewable energy. The optimal power generation of hydropower-generating units for the provided optimal solution to Test System 2 to minimize the emission rate is shown in Figure 7.

4.3. Test System 3

This system is larger than Test Systems 1 and 2. The hydrothermal system comprises four hydro and ten thermal-power-generating units. The system data are adopted from [43]. The optimal fuel cost that can be achieved by the LAPO algorithm is $161,746.4. Table 6 and Table 7 show the optimal variables for the given optimal water-discharge-, hydro-, and thermal-power generation. It is clear that the scheduling results that can be found by the LAPO method satisfy all hydraulic and electric system constraints. The simulation results of the LAPO method are compared to different methods in Table 8. Figure 8 shows the optimal power generation of thermal and hydro-generating units for Test System 3 to minimize cost.

4.4. Test System 4

Test System 4 is similar to Test System 3, but two thermal-power-generating units are replaced by wind and PV power units. The optimal cost obtained by the LAPO method to solve the STHS problem with wind and PV power integration system is $158,572.8. The value of fuel cost that is saved by integrating renewable energy is $3173.6/day. In other words, the total annual saving is $1,158,364. The data for renewable energy are similar to Test System 2. The optimal hydropower generation and water discharge are presented in Table 9. The thermal-power generation, wind, and PV-power units for this test system are listed in Table 10. Hourly hydro- and thermal-power generation of the optimal solution for Test System 4 is shown in Figure 9.

4.5. Test System 5

Test System 5 is similar to Test System 3, but two thermal-power-generating units are replaced by two wind-power-generating units. The optimal cost of Test System 5, which is obtained by LAPO method is $158,342.4, which is reduced to $3404/day when compared to Test System 3 by utilizing renewable energy sources. The total annual saving is $1,242,460. The hourly water discharge of hydro units and hydropower generation are illustrated in Table 11. The optimal solution to thermal, wind, and PV units are listed in Table 12. Figure 10 shows the optimal power generation of thermal and hydro units for Test System 5 to minimize cost.

5. Conclusions

This study has presented short-term hydrothermal generation scheduling (STHS) with a wind and photovoltaic power integration system using the LAPO algorithm. To examine the effectiveness of the proposed method, five systems comprising a multi-chain cascade of hydropower, different thermal units, wind units, and PV units have been used to analyze the effect of renewable energy sources in solving the STHS problem with wind and PV power integration system. In Test System 2 with the presence of wind and PV, the minimum fuel cost value reduced by $590.68/day compared to Test System 1. Moreover, total emissions reduced by 2425.42 Ib/day compared to Test System 1. In Test System 4, the minimum fuel cost reduced by $3173.6/day compared to Test System 3. In Test System 5, the minimum fuel cost reduced by $3404/day compared to Test System 3. The simulation results obtained by the LAPO method prove the efficacy and superiority of the proposed method. In the future, the short-term hydrothermal generation scheduling with integration of renewable energy considering uncertainty using different efficient and recent multi-objective optimization algorithms could be considered.

Author Contributions

Conceptualization, M.M., A.-R.Y. and S.K.; data curation, M.E., and E.E.E.; formal analysis, M.M., A.-R.Y. and S.K.; methodology, M.E., and E.E.E.; software, M.M., A.-R.Y. and S.K.; supervision, M.E., and E.E.E.; validation, M.M., A.-R.Y. and S.K.; visualization, M.E., and E.E.E.; writing—original draft, M.M., A.-R.Y. and S.K.; writing—review and editing, M.E. and E.E.E. All authors together organized and refined the manuscript in the present form. All authors have read and agreed to the published version of the manuscript.

Funding

This work was supported by Taif University Researchers Supporting Project number (TURSP-2020/86): Taif University, Taif, Saudi Arabia.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

Not applicable.

Conflicts of Interest

The authors declare no conflict of interest.

Nomenclature

F 1   Total cost of thermal, wind, and PV-generating units
f s i t Total cost of thermal-generating units
f w k t Total cost of wind-generating units
f p v m t Total cost of PV-generating units.
N s Total number of thermal-generating units
N w Total number of wind-generating units
N p v Total number of PV-generating units
Tlength of total scheduling period
P s i t Power generation from thermal unit at time t
P w k t Power generation from wind unit at time t
P p v m t Power generation from PV unit at time t
a i   ,   b i ,   c i Fuel cost coefficients of thermal unit
P s i m i n Minimum power generation limit of thermal unit
d i , e i Valve-point impact coefficients of thermal unit
F 2   Total amount of emission from all thermal units
α i   , β i , γ i , η i , δ i Emission coefficients of the thermal units
N h Total number of hydropower-generating units
P D t Power load demand of the system at time t
P h j t Power output of hydropower unit at time t
P L t Power losses of the hydrothermal system at time t
C 1 j , C 2 j , C 3 j , C 4 j , C 5 j   , C 6 j Power generation coefficients of hydropower unit
V h j t Reservoir storage volume of hydropower unit at time t
Q h j t Water discharge rate of hydropower unit at time t
P L t Power transmission loss of the system at time t
B i j   ,   B o i   ,   B o o   Coefficients of power transmission loss
I h j t External inflow to reservoir at time t
S h j t Spillage discharge rate of reservoir at time t
R u j Number of upstream hydropower unit
V h j m i n Minimum storage volume of hydropower unit
V h j m a x Maximum storage volume of hydropower unit
Q h j m i n , Minimum water discharge of hydropower unit
Q h j m a x Maximum water discharge of hydropower unit
P h j m i n ,   P h j m a x Minimum and maximum power generation of hydropower unit
  P s i m i n ,   P s i m a x Minimum and maximum power generation of thermal unit
K w k Direct cost coefficient for wind power
P w r k t Rated power of wind-generating unit
v i n   Cut in wind speed
v o u t   Cut out wind speed
v r Rated wind speed
K s m Direct cost coefficient for PV power
GForecast solar radiation
G s t d   Solar radiation in the standard environment
R C A certain radiation point
P s r Equivalent rated power output of the PV unit

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Figure 1. The charge distribution in a cloud.
Figure 1. The charge distribution in a cloud.
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Figure 2. Schematic diagram for STHS problem with wind and PV power integration system using the LAPO algorithm.
Figure 2. Schematic diagram for STHS problem with wind and PV power integration system using the LAPO algorithm.
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Figure 3. Hydraulic system network.
Figure 3. Hydraulic system network.
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Figure 4. Optimal power generation of thermal and hydro units for Test System 1 to minimize cost.
Figure 4. Optimal power generation of thermal and hydro units for Test System 1 to minimize cost.
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Figure 5. Optimal power generation of thermal and hydro units for Test System 1 to minimize emission.
Figure 5. Optimal power generation of thermal and hydro units for Test System 1 to minimize emission.
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Figure 6. Optimal power generation of thermal and hydro units for Test System 2 to minimize cost.
Figure 6. Optimal power generation of thermal and hydro units for Test System 2 to minimize cost.
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Figure 7. Optimal power generation of thermal and hydro units for Test System 2 to minimize emission.
Figure 7. Optimal power generation of thermal and hydro units for Test System 2 to minimize emission.
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Figure 8. Optimal power generation of thermal and hydro units for Test System 3 to minimize cost.
Figure 8. Optimal power generation of thermal and hydro units for Test System 3 to minimize cost.
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Figure 9. Optimal power generation of thermal and hydro units for Test System 4 to minimize cost.
Figure 9. Optimal power generation of thermal and hydro units for Test System 4 to minimize cost.
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Figure 10. Optimal power generation of thermal and hydro units for Test System 5 for cost-minimizing.
Figure 10. Optimal power generation of thermal and hydro units for Test System 5 for cost-minimizing.
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Table 1. Definition of test systems applied to solve the STHS problem with integration of wind and PV power.
Table 1. Definition of test systems applied to solve the STHS problem with integration of wind and PV power.
Test SystemNumber of Hydrothermal Generation Units
Test System 1Four cascaded hydropower plants and three thermal plants
Test System 2Four cascaded hydropower plants, three thermal plants, and one equivalent wind-and-solar-generating unit
Test System 3Four hydro plants and ten thermal plants
Test System 4Four cascaded hydropower plants, eight thermal-power plants, and one equivalent wind- and equivalent solar-generating unit
Test System 5Four cascaded hydropower plants, eight thermal-power plants, and two wind-generating units
Table 3. Optimal power generation of thermal and hydro units and water discharge of hydropower units for Test System 1 to minimize cost.
Table 3. Optimal power generation of thermal and hydro units and water discharge of hydropower units for Test System 1 to minimize cost.
Hours (h) Water   Discharge   Rates   ( 10 4   m 3 / s ) Hydro Power (MW)Thermal Power (MW)Total Load (MW)
Qh1Qh2Qh3Qh4Ph1Ph2Ph3Ph4Ps1Ps2Ps3PD
111.88114.88017.12810.44192.3783.22729.169177.984102.638124.877139.724750
25.2996.08222.17517.21555.48346.5494.485216.396102.675124.887229.522780
313.80213.59211.48823.31295.46378.52138.674207.57420.012209.75750.007700
414.55214.35227.63924.23691.94975.8210199.121102.66940.001139.801650
55.822414.981325.82115.96756.24672.4730258.852102.66440.0032139.766670
614.99913.75310.08024.14887.05370.28838.070325.22599.59640139.778800
714.06114.36322.97224.98986.43771.4860327.82020.148124.834319.271950
813.6748.09429.75424.58286.14748.5280326.62020.004209.427319.2631010
914.95112.12410.74614.31386.62865.99238.504262.311102.671124.897409.0131090
1012.06814.79322.85116.66083.59772.1970282.772102.62640.000498.7951080
1110.94912.88129.97822.73581.11868.1880319.873102.653209.805318.3601100
1212.95914.54812.82723.46985.27971.80743.305322.807102.587294.706229.5051150
137.6456.00023.63117.61066.86037.0850290.082102.277294.397319.29401110
1412.47912.93410.47723.52386.15368.32738.361323.010154.91540.0035319.2701030
155.25010.72410.64223.18451.66361.03038.454321.706102.663294.730139.7831010
1614.99914.99914.42724.87289.02172.49936.103313.27720.000209.811319.2741060
1714.48911.21116.65924.99986.61262.89030.688327.847102.638209.830229.5091050
1814.99914.99010.00320.42586.62072.48638.052308.464174.906209.925229.5171120
1911.7889.484628.02524.98382.93155.6520327.803164.339209.750229.5231070
2014.6716.78712.14224.79186.64041.68642.707327.2481102.67140.000409.0351050
216.07314.96929.99924.98455.31872.4570327.80620.000294.674139.751910
2214.99913.95912.68518.01786.62070.71738.253293.043102.66340.007228.700860
238.9859.794910.11522.69772.63557.08538.099319.711102.658209.80250.007850
2410.87514.99916.86024.92595.75180.94854.837303.378174.99740.09650.000800
Table 4. Comparison of the simulation results for Test System 1.
Table 4. Comparison of the simulation results for Test System 1.
AlgorithmMinimum Cost ($)Average Cost ($)Maximum Cost ($)
LAPO38,800.7538,915.2339,520
MDNLPSO [11]40,17940,63741,182
CPSO [30]40,204.3240,592.7340,831.55
TLPSOS [36]40,298.2840,298.2840,298.28
ALO [26]40,780.0541,094.341440,905.8259
ORCCRO [39]40,936.6541,127.681940,944.2938
MCDE [6]40,945.7541,380.5441,977.04
ACABC [9]41,074.42NANA
RCCRO [39]41,497.8541,502.366941,498.2129
DGSA [40]41,751.1541,989.0241,821.49
CSA [41]42,244.057NANA
MDE [42]42,611.14NANA
PSO [43]44,740NANA
DE [42]44,526.10NANA
EP [34]45,063.004NANA
Table 5. Optimal water discharge of hydropower units and optimal power generation of hydro–thermal–wind–PV generating units for Test System 2 to minimize cost.
Table 5. Optimal water discharge of hydropower units and optimal power generation of hydro–thermal–wind–PV generating units for Test System 2 to minimize cost.
Hours (h) Water   Discharge   Rates   ( 10 4   m 3 / s ) Hydro Power (MW)Thermal Power (MW)RE (MW)
Qh1Qh2Qh3Qh4Ph1Ph2Ph3Ph4Ps1Ps2Ps3PWPPV
19.21411.54917.70914.81182.38776.72032.173213.054102.571124.75050.02368.3220.000
28.34613.68711.91118.83977.68278.99538.624216.981102.667125.000139.5790.4710.000
314.19313.85112.16924.67895.50075.48738.541199.44220.039124.89150.61195.4890.000
414.22012.88514.89516.88691.50469.91235.216176.028102.677124.41450.1870.0620.000
513.87014.85110.65116.43286.41172.28540.201239.96321.04040.048139.76030.2920.000
614.89914.46614.09420.98986.63671.66636.656311.55220.139125.324139.8088.2190.000
712.49714.84812.25721.01284.48972.28040.319311.675102.908124.833139.04455.11719.335
813.76014.96827.68924.91586.22272.4550.000327.607101.950209.887141.30124.91845.660
914.10213.26612.98524.79486.46169.17138.014327.257102.080209.225139.61751.32766.849
1014.69811.28712.18124.73186.64263.16538.536327.070102.492209.928139.93734.53077.700
115.56814.98511.81324.75553.51272.47938.646327.140103.59540.865319.24547.76096.758
129.26811.92824.01724.96277.37865.3690.000327.743102.440124.195319.33233.382100.160
1313.9239.85924.26922.20389.01157.3720.000317.535102.291208.071228.4750.699106.545
1414.0158.54213.18224.76887.83251.30738.563327.178102.924209.79550.00350.578111.820
1512.34714.10514.31124.69884.71771.00742.464326.969102.577210.03150.05940.25581.921
1614.16914.87812.35524.97986.49672.32546.364327.792102.600124.843140.478128.74430.358
1714.16914.87812.35524.97986.49672.32547.449327.792102.600124.843140.478117.65930.358
1811.59913.38329.76224.95382.44269.4510.000327.717102.436208.437316.9640.00012.578
1914.35813.65910.37823.67186.57570.08350.714314.17920.040293.928229.8874.5960.000
2010.97911.15814.78717.91880.63462.69550.447285.915102.682124.674318.79124.1620.000
2110.80212.27029.10522.06580.05966.4420.000306.975101.140124.853230.2980.2330.000
2214.49213.81318.59220.90986.61370.41623.588311.124101.058125.484138.6343.0840.000
2313.51314.92128.13422.54685.98972.3880.000309.510102.278125.034139.84314.9590.000
247.00511.64310.19424.44872.18072.36456.414302.196102.29640.040139.65114.8590.000
Total cost = $38,210.073
Table 6. Optimal power generation and water discharge of hydropower units for Test System 3.
Table 6. Optimal power generation and water discharge of hydropower units for Test System 3.
Hours (h) Water   Discharge   Rates   ( 10 4   m 3 / s ) Hydro Power (MW)
Qh1Qh2Qh3Qh4Ph1Ph2Ph3Ph4
16.76012.01012.39622.71467.49378.04241.173243.511
25.44613.84019.18019.81357.66878.86720.980208.461
310.33413.49011.53824.81489.05874.45638.675199.517
47.35114.80115.40724.73471.95272.20934.096199.474
58.2619.96415.39818.03277.28757.84234.118253.373
68.67211.77817.94124.90179.20964.87526.228298.063
76.50312.26410.37617.18665.18966.42338.296286.888
88.20814.96512.39724.99577.13572.45038.434327.835
911.1748.82012.77821.18291.32552.39238.185312.563
1013.09614.79412.43824.98295.84872.19938.411327.800
1112.53514.76411.85024.92094.37072.15244.236327.621
127.39110.93313.41422.48571.49061.84537.576318.797
139.67812.93711.35424.85185.35368.33442.941327.424
146.23013.02414.45824.13264.45668.56339.095325.170
1511.99411.27310.28024.88896.36763.11738.229312.290
168.68914.97229.83824.96881.71472.4610.000327.758
1713.17112.51922.43824.28798.32867.1792.786320.525
1810.7849.90612.66924.98989.99557.58238.265327.789
1910.02214.67011.55024.92485.62772.00538.674327.634
206.8626.64319.98623.93066.83440.87417.696324.478
219.6409.38210.29517.87182.51755.94338.240291.995
229.89514.45412.72223.52782.93571.64738.227323.023
2312.98914.80917.38724.93890.71272.22128.280327.675
2411.35713.41224.41724.69997.80377.73320.806302.835
Table 7. Optimal thermal generation for Test System 3.
Table 7. Optimal thermal generation for Test System 3.
Hours (h)Thermal Power (MW)
Ps1Ps2Ps3Ps4Ps5Ps6Ps7Ps8Ps9Ps10
1319.329199.96594.36469.818124.796189.692163.44035.02897.97625.372
2139.517274.23494.91869.222124.509239.416163.41735.17897.002176.611
3139.796274.41920.18670.102274.449139.641104.04035.77699.753140.134
4229.711348.80497.75120.37974.830139.648103.85835.28097.494124.515
5229.529272.24693.67369.65474.655138.513163.45035.16096.97173.529
6229.67250.16494.925119.624174.692239.511104.44435.055106.832176.706
7319.227274.17093.27069.887124.561139.562162.99935.11398.052176.350
8319.29054.04396.59474.199174.471289.433223.11135.41298.156129.437
9229.428124.79394.384119.194274.256339.054103.62635.12598.252177.423
10319.774274.65596.78569.947275.943189.59145.03035.188159.73379.095
11320.048125.07495.298120.330224.733190.024163.81735.057109.062178.176
12409.140274.32320.044119.761174.385239.579103.39735.210158.384126.070
13229.535124.64495.479119.631323.491289.222163.45235.02825.489179.978
14229.384274.08489.611119.352224.457174.504163.17635.16897.131125.850
15409.015199.61695.67851.038273.530239.43945.09035.13625.152126.305
16319.914199.47795.586119.724224.602189.559163.54535.197103.567126.894
17139.667421.83894.52869.850174.330239.204163.31435.05497.669125.727
18318.913424.02694.11669.549274.606139.759104.75635.20098.13647.307
19139.699274.52620.807122.996324.556189.534163.47935.00198.366177.097
20139.766349.273103.87769.888372.11189.593104.22135.029160.000176.360
21229.409274.53520.31469.546224.309189.571163.58935.073159.36275.598
22229.553273.53894.16120.283224.512139.818103.89635.05797.956125.394
23139.979124.657125.70969.682323.970189.61445.16235.25099.308177.770
24408.281124.71220.43820.042124.704239.473104.20335.04697.895125.940
Table 8. Comparison of simulation results for Test System 3.
Table 8. Comparison of simulation results for Test System 3.
AlgorithmMinimum Cost ($)Average Cost ($)Maximum Cost ($)
LAPO161,746.4160,445.4161,935.4
ORCCRO [39]163,066.0337163,068.7739163,134.5391
RCCRO [39]164,138.6517164,140.3997164,182.3520
SPPSO [44]167,710.56168,688.92170,879.30
SPSO [44]189,350.63190,560.31191,844.28
MDE [44]177,338.60179,676.35182,172.01
DE [44]170,964.15NANA
MCDE [6]165,331.7166,116.4167,060.6
IDE [29]170,576.5170,589.6170,608.3
Table 9. Optimal power generation and water discharge of hydropower units for Test System 4.
Table 9. Optimal power generation and water discharge of hydropower units for Test System 4.
Hours (h) Water   Discharge   Rates   ( 10 4   m 3 / s ) Hydro Power (MW)
Qh1Qh2Qh3Qh4Ph1Ph2Ph3Ph4
17.92511.13615.49017.35475.24975.42147.159227.490
25.0788.34314.31121.08354.30561.76836.305219.114
310.60114.58512.90423.17389.84880.99938.084197.853
45.03514.93710.16323.24853.81976.72938.139197.966
59.37112.21314.93520.42483.60266.92735.134227.198
67.89314.84917.66218.95274.76772.28227.285288.448
77.70012.67019.80724.97773.59867.61017.971327.784
87.61714.96512.44424.94973.42472.45038.407327.706
99.7249.90811.76724.97185.73557.59238.654327.768
107.42011.80315.31515.75673.02964.95734.309275.292
1111.80512.25313.30321.50595.56666.39037.699314.207
1212.57314.42510.64124.88496.84071.59538.454327.518
135.28113.14910.97723.57456.69968.88238.593323.198
1410.65513.71211.10624.82492.59270.19938.628327.344
157.83914.58912.49524.83977.49071.87538.378327.389
1612.48012.24914.95524.29099.43366.37935.094325.690
1710.41311.50810.69224.87091.29963.95338.479327.478
189.80911.45912.54124.98587.89163.78038.350327.809
1911.78814.91512.98024.95894.46672.37938.018327.731
2012.33414.37811.58723.84793.41871.51338.825324.188
216.81314.81015.29922.36966.48672.22334.345318.285
2210.77512.09813.10317.36387.32265.91044.132288.231
2312.97414.59912.42824.82991.63371.89147.674327.360
2413.24813.39022.84524.330103.97977.67730.710301.884
Table 10. Optimal power generation of thermal, wind, and PV power generation for Test System 4.
Table 10. Optimal power generation of thermal, wind, and PV power generation for Test System 4.
Hours (h)Thermal Power (MW)RE (MW)
Ps1Ps2Ps3Ps4Ps5Ps6Ps7Ps8PWPPV
1318.954124.72920.295119.772224.470189.373163.44735.046128.5940.000
2319.204199.49094.699119.729274.595189.569104.30535.01871.9010.000
3409.050199.46994.804119.806124.71889.731163.58935.03957.0090.000
4318.863274.32694.81469.773174.55589.699163.39835.03062.8890.000
5139.716274.36194.885119.779124.720289.084163.46635.03016.0970.000
6229.527349.17394.79220.002224.382139.288104.09435.211140.7490.000
7229.463274.41594.673119.744274.411239.455104.16535.05074.08417.578
8319.457124.94694.690119.736324.078139.814222.60035.00168.18549.506
9408.844199.61294.82769.784174.546239.541163.43335.007139.59855.060
10227.804349.20694.65469.714224.281239.431163.56535.096141.77386.892
11319.096348.90691.073119.106224.36989.717163.31235.053117.60577.900
12139.747348.78720.25869.993174.635239.439281.75835.280201.329104.366
13319.311199.61794.85870.001324.266239.510163.51835.19873.874102.474
14319.276273.99594.863119.82874.873239.589104.27065.497100.768108.276
15229.371199.61594.80069.740224.442239.345163.32681.61292.618100.000
16139.556348.99394.35769.838374.046189.469211.56335.2220.35970.000
17229.473199.58420.049119.624323.928238.441162.99735.007149.68850.000
18319.281349.16320.01269.952323.873189.469163.46735.010111.94320.000
19229.989275.56094.824119.889224.421139.663222.98235.115194.9620.000
20139.536349.00594.735119.753373.954188.513104.28335.036117.2290.000
21139.913349.32894.87769.823174.495239.085281.89635.00234.2400.000
22229.447274.28394.23669.878224.328338.203104.27735.2954.4570.000
23140.274199.65494.90770.537274.360289.342104.22135.010103.1370.000
24229.062124.37894.552119.675224.19189.683222.72935.001146.4790.000
Total cost = $158,572.8
Table 11. Optimal water discharge and power generation of hydropower units for test system5.
Table 11. Optimal water discharge and power generation of hydropower units for test system5.
Hours (h) Water   Discharge   Rates   ( 10 4   m 3 / s ) Hydro Power (MW)
Qh1Qh2Qh3Qh4Ph1Ph2Ph3Ph4
113.3167.13211.06422.02795.06657.17741.893242.550
27.04012.18528.96424.94668.32779.1290.000213.308
312.74411.74013.30918.66292.60575.62737.694184.675
47.89314.22311.29921.50872.16278.54238.663194.459
59.24512.19713.51924.78478.39469.94938.921268.703
65.00913.76612.98524.91350.56270.31542.524327.603
78.44314.08711.70224.67574.77970.97138.663316.807
86.60511.31510.06924.56563.75163.26738.061326.566
911.82514.69610.16224.80989.35272.04638.138326.801
107.5169.06912.15924.43970.56753.64638.545315.488
1112.5298.07727.48524.43192.58349.1460.000326.146
1211.66314.94511.95724.96789.49372.42238.612327.758
135.01412.38819.54822.08452.44466.79819.242316.991
1414.49612.68410.88024.98696.49367.65038.560327.810
157.9298.04210.02924.88574.59548.98038.026327.522
1613.48614.91711.40724.94895.12972.38138.672327.704
1713.7208.48915.93023.14393.00350.66532.787321.546
189.7918.56211.80424.50880.94851.05438.647326.388
195.54014.54711.37024.85254.81271.80538.670327.425
209.32111.30427.96024.98277.94663.2280.000327.798
2114.98013.56314.76118.27486.62469.86835.484294.858
228.13314.74315.34324.65968.18972.12134.245326.854
2313.57114.90512.20124.98586.04872.36438.527327.807
2410.6618.84013.44023.73294.77560.01758.977300.161
Table 12. Optimal power generation of thermal, wind, and PV power generation for Test System 5.
Table 12. Optimal power generation of thermal, wind, and PV power generation for Test System 5.
Hours (h)Thermal Power (MW)RE (MW)
Ps1Ps2Ps3Ps4Ps5Ps6Ps7Ps8Pw1Pw2
1229.470200.54194.83469.932124.74289.819163.33340.792149.957149.893
2229.372424.05694.81169.837224.49789.886104.25835.106114.68632.727
3229.408274.02394.60869.772125.020140.117104.39435.091117.125119.842
4229.556199.45894.79570.084124.289139.960163.54135.001120.00389.516
5229.573124.76894.96720.454174.60289.435163.26235.319138.316143.336
650.013423.52294.707119.84625.694139.591163.49035.107148.381108.650
7139.689348.77194.75020.077373.974139.828163.44735.40616.111116.728
8319.273124.80220.18769.665373.877139.759222.81535.84278.357133.777
9139.862124.489129.846119.580224.469338.231163.54035.338149.816138.490
10229.500348.82894.54220.257324.220189.585163.83535.098100.69895.192
11319.215274.42794.590119.622124.736239.498163.47935.000129.460132.100
12408.940125.01494.79420.024324.23489.837282.15235.000148.81392.900
13409.009349.39220.119119.363273.819139.680104.23335.16160.566143.185
14229.555349.03295.60320.047224.895139.826163.48435.24999.160142.637
15408.708199.21894.79369.507223.64790.048222.82135.03534.289142.813
16409.009274.46194.783120.265224.447289.53046.07335.05016.40316.093
17319.324423.60694.80369.505324.296139.72445.11835.00427.11773.502
18409.174349.30494.77669.594469.44389.98445.04335.06615.59444.985
1950.019199.42594.99570.084274.228289.226282.00435.074138.649143.550
20409.072274.73894.80169.838174.355189.540222.79235.24352.52458.134
21319.252198.77095.20869.919224.434239.36845.05235.022145.29650.771
22408.780199.64994.58769.719223.288139.596163.53335.07423.5870.814
23229.948274.44131.281119.662224.48890.843104.34740.366147.50162.377
24319.176334.65120.78320.08474.68589.384104.26235.038146.505141.502
Total cost = $158,342.4
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Mohamed, M.; Youssef, A.-R.; Kamel, S.; Ebeed, M.; Elattar, E.E. Optimal Scheduling of Hydro–Thermal–Wind–Photovoltaic Generation Using Lightning Attachment Procedure Optimizer. Sustainability 2021, 13, 8846. https://doi.org/10.3390/su13168846

AMA Style

Mohamed M, Youssef A-R, Kamel S, Ebeed M, Elattar EE. Optimal Scheduling of Hydro–Thermal–Wind–Photovoltaic Generation Using Lightning Attachment Procedure Optimizer. Sustainability. 2021; 13(16):8846. https://doi.org/10.3390/su13168846

Chicago/Turabian Style

Mohamed, Maha, Abdel-Raheem Youssef, Salah Kamel, Mohamed Ebeed, and Ehab E. Elattar. 2021. "Optimal Scheduling of Hydro–Thermal–Wind–Photovoltaic Generation Using Lightning Attachment Procedure Optimizer" Sustainability 13, no. 16: 8846. https://doi.org/10.3390/su13168846

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