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Article

A Quantitative Risk-Averse Model for Optimal Management of Multi-Source Standalone Microgrid with Demand Response and Pumped Hydro Storage

School of Electrical and Electronic Engineering, Shandong University of Technology, Zibo 255049, China
*
Author to whom correspondence should be addressed.
Current address: 266 Xincun West Road, Zhangdian District, Zibo 255049, China.
Energies 2021, 14(9), 2692; https://doi.org/10.3390/en14092692
Submission received: 16 March 2021 / Revised: 16 April 2021 / Accepted: 28 April 2021 / Published: 7 May 2021

Abstract

:
High renewable energy integrated standalone microgrid requires greater ramping capabilities from other dispatchable resources to compensate for effects of the intermittent and variability of the renewable energy available in the system. To address this, a wind-solar-thermal-hydro-coupled multi-source standalone microgrid (WSTHcMSSM) considering demand response and pumped hydro storage is proposed to maximize the operating profit and get the optimal solution of the multi-source generation system by taking advantage of multi-resource complementarity. In WSTHcMSSM, we present a conditional value-at-credibility (CVaC)-based quantitative risk-averse model for uncertain wind and solar power by thoroughly examining the randomness and fuzziness characteristics. Additionally, the most severe issues caused by wind and solar power fluctuation happen during the peak load, and this paper proposes a load partitioning method to get the time-of-use (TOU) in demand response for peak load shaving. A case study is conducted for the validation of the proposed method. It is found from the study case that the CVaC can well evaluate the uncertainty in WSTHcMSSM with wind and solar integration. Additionally, the WSTHcMSSM can efficiently explore the potential flexibility in multi-source complementarity for promoting the penetration of renewable energy.

1. Introduction

The increasing issues of the environment and climate change are becoming increasingly vital constraints on power industry development. In the past few years, interests in the use of renewable energy have been growing steadily [1,2]. However, the inherent intermittency and variability of renewable resource (e.g., wind and solar) increase the fluctuation of net load significantly and require additional flexibility resources to smooth the load curve [3,4]. Besides, in cases where wind and solar generation are more than load minus must-run generation, the excess of wind and solar power has to be curtailed to ensure the power balance between the demand side and supply side. Thereby, it poses significant challenges to the safe and economic operation of standalone microgrid with a high penetration level of wind and solar power. Both battery storage and hydro storage are a topic of great importance for addressing the uncertain renewable energy. However, the authors in [5] stated that hydro storage is more cost-competitive than battery storage, and presents practical potential and technically feasible opportunities for power supply in remote areas. Thus, coordinating the traditional controllable hydropower with the uncontrollable wind and solar power to form a hybrid multi-source microgrid is a promising solution for promoting renewable energy penetration [6,7].
There have been many works in the literature to investigate the coordinated operation of wind-solar-thermal-hydro (WSTH) from various aspects. For instance, Reference [8] proposed a complementary operation of WSTH system to address the problem of renewable energy curtailment, considering minimizing the fluctuation of thermal output and maximizing the penetration of renewable energy. Reference [9] developed a new strategy for the day-ahead operation of the WSTH system with storage, which aims to provide the “best-fit” scheduling by minimizing day-ahead and real-time operation costs. The authors in [10] explored the principle of wind-hydro compensation, and the principle was also quantitatively analyzed in a power grid. In [11], a multi-time-scale dispatching mechanism for WSTH and battery was proposed to handle renewable energy fluctuations. Note that unlike conventional controllable units, the outputs of wind power and solar power are highly uncertain and unpredictable. Even the best commercially available methods applied in wind/solar precasting are with the 15–20% error [12]. It should be noted that even with 10–15% error, it may result in great uncertainties for the balance of supply and demand, which affects the optimal power system operation [13,14,15]. For example, Reference [16] studied the output shortage, spilled water, and power curtailment risk in WSTH system to enhance resource utilization efficiency. In [17], the authors investigated the effectiveness of locational marginal pricing in WSTH to reduce the wind power curtailment. In [18], a model predictive control method was developed to address the frequency issue with considering the intermittent generation. Hence, the coordinated operation strategy of WSTH system is still needed, especially in a scenario of large scale penetration of uncertain renewable energy.
The risk management methods for uncertain wind and solar power have been studied in many papers. From existing literature, the stochastic optimization method has been successfully used in stochastic microgrid scheduling for addressing various uncertainties [19,20,21]. This method is inspired by portfolio optimization, and aims to study how to get the optimal penetration level of uncertain renewable energy. In [22], authors proposed to use the mean-variance (MV) model to deal with the wind power integrated stochastic power flow problem. Note that the MV is based on the assumption that the utility distribution functions are quadratic, or the return of each asset is with a norm distribution [23]. The study carried out by Chen et al. [24] pointed out that the MV is not suitable to be employed for addressing uncertain wind power due to the fact that the returns brought by wind power are not symmetrically distributed around the mean. Noting that using variance as the risk measure may sacrifice the higher return in stochastic optimization [25], semi-variance was employed in [26] in an uncertain power system environment, which tries to get the undesirable deviation of uncertain wind power. Comparison results illustrated that semi-variance is more convincing and reliable for stochastic power system scheduling under risk aversion [26,27]. However, the variance and semi-variance rely on the distribution of cost expectation, and they are not sufficient to describe the uncertain risk when the cost expectation does not follow normal distribution [28]. In addition, the authors in [24] asserted that in non-normal cost expectation, the higher moments should be considered in decision making of power system optimization.
All aforementioned risk evaluation methods were formulated based on the probability theory by characterizing the uncertainty as a random variable. Besides, stochastic optimization relies on the repeated samplings, and is thought of as occupying much time. Some researchers in the literature stated that many fuzzy characteristics exist commonly in stochastic power system operation, so that the returns brought by intermittent and variable renewable energy contain other aspects of uncertainty, such as ambiguity and vagueness [13,29]. Abdul-Rahman and Shahidehpour [30] stated that the uncertainty of bus loads can be addressed using a fuzzy set based optimization model. Subsequently, in renewable energy integrated optimization problems, the uncertainty can also be addressed by fuzzy optimization [31,32,33]. However, the study carried out by Simoneli [34] indicated that taking the variance as a risk index is less convincing than entropy in asset allocation. For example, Armando et al. employed entropy to evaluate the loss of load risk in generating systems [35] and overloads risk in transmission equipment [36]. However, entropy evaluates the uncertainty of cost expectation with low and high extreme situations, and it will inevitably sacrifice the higher assets brought by renewable energy and limit its penetration level. Besides, in the situation of high energy consumption, the available dispatchable resources to address the fluctuation are already used, and a sudden reduction of wind or solar power output can have critical consequences on the system reliability [37,38]. In view of the above discussion, the main contributions of this paper can be summarized as below:
  • This paper presents a WSTH-coupled multi-source standalone microgrid (WSTHcMSSM) considering pumped hydro storage and demand response (DR) to mitigate the challenge of supply and demand imbalance, resulting in the effect of promoting wind and solar power consumption.
  • A conditional value-at-credibility (CVaC)-based quantitative risk-averse model is first developed to address the uncertainty of wind and solar power in WSTHcMSSM system, making the system reach a trade-off option.
  • In consideration that the most severe issues caused by wind and solar power fluctuation happen during the peak load, this paper proposes a load partitioning method to determine the time-of-use (TOU) price in DR to explore the potential flexibility of WSTHcMSSM microgrid scheduling.
The rest of the paper is organized as follows. Section 2 models the energy systems of WSTHcMSSM. Section 3 formulates the CVaC-based risk evaluation for WSTHcMSSM. Section 4 gives the numerical studies. Finally, a conclusion and interesting future work are drawn in Section 5.

2. System Modeling

Figure 1 depicts an overview of the studied WSTHcMSSM. The multi-source standalone microgrid includes wind power and solar power as uncertain resources, micro-turbine and pumped hydro storage as the dispatchable resources, demand response as the flexible improvement technique, and some smart users. The main goal of the smart microgrid center is to maximize the operation profit by scheduling different kinds of generation sources whilst satisfying all network constraints. To this end, the information, such as forecasted values of wind and solar power, time-of-use price, and initial load demand, is firstly collected by the smart microgrid center. Then, based on the model of existing equipment and their operation constraints, the optimal dispatch solution is taken by the smart microgrid center. The dispatch solution includes optimal outputs of wind, solar, pumped hydro storage and micro-turbine, considering the DR of smart users. We investigate the WSTHcMSSM for a scheduling horizon in a typical working day divided into T = 24 equal times slots. The mathematical description of equipment and its physical constraints in WSTHcMSSM is given below.

2.1. Micro-Turbine Generation Model

Note that considering the zero incremental cost of renewable energy and hydro energy [39], in WSTHcMSSM schedule framework, the operation cost refers to the cost of micro-turbine for electric power generation and start-up cost shown by:
G = t = 1 T g = 1 N MT u MT ( g , t ) F g P MT ( g , t ) + s g u MT ( g , t )
where
F g P MT ( g , t ) = a 1 g P MT ( g , t ) 2 + a 2 g P MT ( g , t ) + a 3 g ,
s g u MT ( g , t ) = K g 1 s g u MT ( g , t 1 ) .
N MT is the number of micro-turbines. The binary variable u MT ( g , t ) { 0 , 1 } is the indicator of the gth micro-turbine state at time t, where u MT ( g , t ) = 1 denotes that the gth micro-turbine is in the state ON during time t, while u MT ( g , t ) = 0 denotes that the gth micro-turbine is in the state OFF during time t. P MT ( g , t ) denotes the micro-turbine output with respect to cost coefficients a 1 g , a 2 g , a 3 g of the gth turbine at time t. s g ( u MT ( g , t ) ) represents the start-up cost, where K g is a start-up parameter.
The micro-turbine operations are constrained as ( t T , g N MT ):
P MT min ( g ) P MT ( g , t ) P MT max ( g )
P MT ( g , t ) P MT ( g , t 1 ) u MT ( g , t 1 ) RU MT ( g ) + 1 u MT ( g , t 1 ) P MT max ( g )
P MT ( g , t 1 ) P MT ( g , t ) u MT ( g , t ) RD MT ( g , t ) + 1 u MT ( g , t ) P MT min ( g )
T on ( g ) T up ( g )
T off ( g ) T down ( g )
where (2a) represents generation limits, and P MT min ( g ) and P MT max ( g ) are, respectively, the lower and upper generation boundaries of the gth micro-turbine. Equations (2b) and (2c) denote ramp constraints, where RU MT ( g ) and RD MT ( g ) are, respectively, the ramp-up and ramp-down rate of the gth micro-turbine. Equations (2b) and (2c) model the minimum up and down time constraints, which ensure the running time T on ( g ) of the gth turbine is equal to or greater than the minimum micro-turbine uptime T up ( g ) , and the down time T off ( g ) is equal to or greater than the minimum micro-turbine downtime T down ( g ) .

2.2. Pumped Hydro Storage Generation Model

At time t, the water-to-power function of the hth hydro turbine P H ( h , t ) can be modeled by a quadratic polynomial of reservoir volume Q ( h , t ) and water discharge V ( h , t ) :
P H ( h , t ) = b 1 h V ( h , t ) 2 + b 2 h Q ( h , t ) 2 + b 3 h V ( h , t ) Q ( h , t ) + b 4 h V ( h , t ) + b 5 h Q ( h , t ) + b 6 h
where b 1 h , b 2 h , b 3 h , b 4 h , b 5 h , and b 6 h are generation coefficients of hydro turbine h.
The pumped hydro storage satisfies the hydraulic continuity constraints [40], i.e., the water discharge V ( h , t ) is constrained by:
V ( h , t ) = I ( h , t ) + V ( h , t 1 ) S ( h , t ) Q ( h , t ) + h R u ( h ) Q ( h , t τ h h ) + S ( h , t τ h h )
V min ( h ) V ( h , t ) V max ( h )
V I ( h ) = V ( h , 0 ) , V F ( h ) = V ( h , T )
Q min ( j ) Q ( j , t ) Q max ( j )
P H min ( h ) P H ( h , t ) P H max ( h )
where Equation (4a) relates the water discharge balance constraint, I ( h , t ) denotes the external inflow to the hth reservoir at time t, S ( h , t ) represents the spillage discharge rate of reservoir h at time t, and τ h h is the water transport delay from the h th to the hth reservoir. Equation (4b) indicates that the water discharge is limited by the minimum and maximum storage value. V min ( h ) and V max ( h ) are, respectively, the lower and upper volume limits of reservoir h. Equation (4c) takes into account the initial and final reservoir storage volume constraints. V ( h , 0 ) and V ( h , T ) represent storage volumes of the hth reservoir at time 0 and T, respectively; as for V I ( h ) and V F ( h ) , they are, respectively, the hth reservoir’s initial and final volumes. Equation (4d) represents the water discharge limitation constraint, where Q min ( h ) and Q max ( h ) are, respectively, the minimum and maximum boundaries of reservoir h. In addition, the hydro turbine should also satisfy power output limits shown in (4e), where P H min ( h ) and P H max ( h ) are, respectively, the minimum and maximum generation limits of turbine h.

2.3. Distribution Characteristic of Wind and Solar

As stated in [22,24,26], in short-term power system schedule, the errors of wind and solar can be simulated by Gaussian distribution based on the central limit theorem [41]. At time t, denote P W ( t ) and P S ( t ) as actual outputs of wind and solar, respectively, then distribution characteristics of wind power and solar power can be expressed by forecasting outputs and forecasting errors:
P W ( t ) μ W ( t ) + N ( 0 , σ W ( t ) )
P S ( t ) μ S ( t ) + N ( 0 , σ S ( t ) )
where μ W ( t ) and μ S ( t ) are, respectively, forecasting values of wind and solar power during time t, and σ W ( t ) and σ S ( t ) denote forecasting standard deviations associated with wind and solar at time t, respectively.
Considering a 95% confidence level, the outputs of wind and solar power satisfies:
μ W ( t ) 1.96 σ W ( t ) P W ( t ) μ W ( t ) + 1.96 σ W ( t )
μ S ( t ) 1.96 σ S ( t ) P S ( t ) μ S ( t ) + 1.96 σ S ( t )
where P W min and P W max are, respectively, the minimum and maximum outputs of wind turbine w at time t, and P S min and P S max are, respectively, the minimum and maximum outputs of solar station s at time t.

3. CVaC-Based Risk Evaluation for WSTHcMSSM

Given the system load demand, hydraulic continuity limits, water discharge limits, reservoir storage volume limits, unit generation limits, and available wind and solar power at a specified time horizon, this paper presents a conditional value-at-credibility (CVaC) model to quantitatively evaluate the uncertain risk associated with wind and solar forecasting error, and optimally dispatch of micro-turbine, wind turbine, solar station, and hydro source in WSTHcMSSM system, which amounts to taking the advantage of multi-source complementarity. To this end, the optimization objective and operation constraints of the CVaC-based WSTHcMSSM with DR and pumped hydro storage are given as follows:
max t = 1 T ρ ( t ) ν P W ( t ) P W ( t ) + ν P S ( t ) P S ( t ) + g N MT u MT ( g , t ) P MT ( g , t ) + h N H P H ( h , t ) G
s . t . P W ( t ) + P S ( t ) + g N MT u MT ( g , t ) P MT ( g , t ) + h N H P H ( h , t ) = P D ( t )
( 2 ) ( 7 )
ρ ( t ) = ρ 0 Δ ρ ( t ) , t G 1 ρ 0 , t G 2 ρ 0 + Δ ρ ( t ) , t G 3 Δ ρ min ( t ) Δ ρ ( t ) Δ ρ max ( t )
where (8a) represents the operation profit of WSTHcMSSM by selling power to end users, ρ 0 ( t ) denotes the fixed price at time t, ρ ( t ) represents the time-of-use (TOU) price at time t, N H denotes the number of hydro turbines, ν ( · ) denotes risk measures with respect to wind or solar power and it will be given in the following subsection. In view of this, the objective function defined in this paper is the profit of WSTHcMSSM. (8c) represents the system power balance constraint. (8d) represents the TOU price constraints, where G 1 , G 2 and G 3 are, respectively, load sets of valley period, flat period and peak period, and Δ ρ min ( t ) = 0.1 ρ 0 and Δ ρ max ( t ) = ρ 0 are, respectively, the lower and upper values of price deviation Δ ρ ( t ) during time t.

3.1. CVaC for Uncertain Wind and Solar Power

In this subsection, to facilitate the analysis, we take one wind turbine and one solar station for example. At time t, the joint probability density function of wind and solar power ϕ ( x ( t ) ) , where x ( t ) = [ P W ( t ) , P S ( t ) ] T , can be expressed by:
ϕ ( x ( t ) ) = 1 ( 2 π ) 2 | B ( t ) | e 1 2 ( x ( t ) μ ( t ) ) T B ( t ) 1 ( x ( t ) μ ( t ) )
where B ( t ) denotes the covariance matrix, and μ ( t ) = [ μ W ( t ) , μ S ( t ) ] T . Then, the expected values Q W ( t ) and Q S ( t ) associated with the materialized outputs P W ( t ) and P S ( t ) not exceeding the forecasting values μ W ( t ) and μ S ( t ) can be expressed by Equations (10) and (11), respectively.
Q W ( t ) = μ W ( t ) 1.96 σ W ( t ) μ W ( t ) ( μ W ( t ) y ) ϕ ( y ) d y
Q S ( t ) = μ S ( t ) 1.96 σ S ( t ) μ S ( t ) ( μ S ( t ) z ) ϕ ( z ) d z
Similarly, the expected values Q W ( t ) + and Q S ( t ) + associated with the materialized outputs exceeding the forecasting values can be expressed by Equations (12) and (13), respectively.
Q W ( t ) + = μ W ( t ) μ W ( t ) + 1.96 σ W ( t ) ( y μ W ( t ) ) ϕ ( y ) d y
Q S ( t ) + = μ S ( t ) μ S ( t ) + 1.96 σ S ( t ) ( z μ S ( t ) ) ϕ ( z ) d z
Besides the random characteristics, the outputs of wind and solar power also have fuzzy characteristics, considering the knowledge is incomplete due to the environment and operational conditions. Here, at time t, the fuzzy measures denoted as f ( P W ( t ) ) and f ( P S ( t ) ) are derived from the Cauchy distribution by studying the expected value related to the forecasting value and materialized value, which is expressed as
f ( P W ( t ) ) = 1 1 + ω ( Δ P W ( t ) / Q W ( t ) + ) 2 , Δ P W ( t ) > 0 1 1 + ω ( Δ P W ( t ) / ( 1 Q W ( t ) ) ) 2 , otherwise
f ( P S ( t ) ) = 1 1 + ω ( Δ P S ( t ) / Q S ( t ) + ) 2 , Δ P S ( t ) > 0 1 1 + ω ( Δ P S ( t ) / ( 1 Q S ( t ) ) ) 2 , otherwise
where ω represents a weighting factor, and Δ P W ( t ) = P W ( t ) μ W ( t ) , Δ P S ( t ) = P S ( t ) μ S ( t ) .
The credibility function shown by (16), which is defined as the average of possibility and necessity measures [42], has been shown to satisfy the properties of dual, normality, monotonicity, and nonnegativity [28,43]. Taking uncertain wind power for example, based on credibility function, the credibility measure developed by (17) is applied to evaluate uncertain wind power, considering the random measure and fuzzy measure.
Cr { ξ A } = 1 2 sup x ( t ) A f ( x ( t ) ) + 1 sup x ( t ) A c f ( x ( t ) )
ν ( P W ( t ) ) = Cr { ξ Δ P W ( t ) }   = 1 1 2 [ 1 + ω ( Δ P W ( t ) / Q W ( t ) + ) 2 ] , Δ P W ( t ) > 0 1 2 [ 1 + ω ( Δ P W ( t ) / ( 1 Q W ( t ) ) 2 ) ] , Δ P W ( t ) 0
where A represents a nonempty set, and ν ( P W ( t ) ) denotes the credibility measure associated with uncertain wind power.
Proof. 
According to (16), at time t, for Δ P W ( t ) , we have
Cr ( Δ P W ( t ) ) = 1 2 1 + sup y Δ P W ( t ) f ( y ) sup y > Δ P W ( t ) f ( y )
If Δ P W ( t ) > 0 , we have
sup y Δ P W ( t ) f ( y ) = max sup 0 < y Δ P ( t ) f ( y ) , sup y 0 f ( y ) = max f ( 0 ) , f ( 0 ) = 1
and
sup y > Δ P W ( t ) f ( y ) = sup y > Δ P W ( t ) > 0 1 1 + ω ( y / Q W ( t ) + ) 2 = 1 1 + ω ( Δ P W ( t ) / Q W ( t ) + ) 2
Based on (19) and (20), the credibility measure is
Cr ( Δ P W ( t ) ) = 1 1 2 [ 1 + ω ( Δ P W ( t ) / Q W ( t ) + ) 2 ] , Δ P W ( t ) > 0
If Δ P W ( t ) 0 , we have
sup y Δ P W ( t ) f ( y ) = sup y Δ P W ( t ) 0 1 1 + ω ( y / ( 1 Q W ( t ) ) 2 ) = 1 1 + ω ( Δ P W ( t ) / ( 1 Q W ( t ) ) 2 )
and
sup y > Δ P W ( t ) f ( y ) = max sup y Δ P W ( t ) 0 f ( y ) , sup y > 0 f ( y ) = max sup Δ P W ( t ) < y 0 1 1 + ω ( y / ( 1 Q W ( t ) ) 2 ) , sup y > 0 1 1 + ω ( y / Q W ( t ) ) 2 = f ( 0 ) = 1
Based on (22) and (23), the credibility measure is
Cr ( Δ P W ( t ) ) = 1 2 [ 1 + ω ( Δ P W ( t ) / ( 1 Q W ( t ) ) 2 ) ] , Δ P W ( t ) 0
This completes the proof. □

3.2. Load Partition Method

Define μ RE ( t ) = μ W ( t ) + μ S ( t ) , and set m 1 = min { P L 0 ( t ) μ RE ( t ) } , m 2 = median { P L 0 ( t ) μ RE ( t ) } , and m 3 = max { P L 0 ( t ) μ RE ( t ) } , m 1 < m 2 < m 3 , P L 0 ( t ) represents the initial load demand during time t. Based on the shortest distance method, the net load curve of WSTHcMEEM considering wind and solar power integration can be partitioned into peak period, flat period, and valley period using (25)–(27):
t G 1 , if | P L 0 ( t ) μ RE ( t ) m 1 | = min { | P L 0 ( t ) μ RE ( t ) m j | j = 1 , 2 , 3 }
t G 2 , if | P L 0 ( t ) μ RE ( t ) m 2 | = min { | P L 0 ( t ) μ RE ( t ) m j | j = 1 , 2 , 3 }
t G 3 , if | P L 0 ( t ) μ RE ( t ) m 3 | = min { | P L 0 ( t ) μ RE ( t ) m j | j = 1 , 2 , 3 }
The main steps of load partition method are given as follows:
Step 1: Set t = 1 . According to the forecasted load, and forecasted outputs of wind and solar power, rank { P L 0 ( t ) μ RE ( t ) } , and we have P 1 < P 2 < < P T { P L 0 ( t ) μ RE ( t ) ) } . Then, obtain m 1 , m 2 , m 3 .
Step 2: If P L 0 ( t ) μ RE ( t ) [ m 1 , m 2 ] , based on (25) and (26), we can obtain sets G 1 and G 2 , respectively, i.e., P L 0 ( t ) μ RE ( t ) m 1 < m 2 P L 0 ( t ) + μ RE ( t ) , P L 0 ( t ) μ RE ( t ) G 1 ; otherwise, P L 0 ( t ) μ RE ( t ) G 2 .
Step 3: If P L 0 ( t ) μ RE ( t ) [ m 2 , m 3 ] , based on (26) and (27), we can determine sets G 2 and G 3 , respectively, i.e., P L 0 ( t ) μ RE ( t ) m 2 < m 3 P L 0 ( t ) + μ RE ( t ) , P L 0 ( t ) μ RE ( t ) G 2 ; otherwise, P L 0 ( t ) μ RE ( t ) G 3 .
Step 4: t = t + 1 . Continue 2 to 4 until t > T .
By (25)–(27), the demand sensitivity E can be written by:
E ( t , t ) = ρ 0 ( t ) ( P L 0 ( t ) μ RE ( t ) ) ( P D ( t ) μ RE ( t ) ) ρ ( t ) E ( t , t ) 0 if t = t E ( t , t ) 0 if t t
where P D ( t ) is the load demand after implementing DR during time t.
Therefore, according to E and the TOU price, the load demand with DR can be written by (29). Note that the participation percentage of load in DR is considered to be 20%.
P D ( t ) = P L 0 ( t ) × 1 + t = 1 , t t T E ( t , t ) ρ ( t ) ρ 0 ( t ) ρ 0 ( t )

4. Simulation Studies

We consider the WSTHcMSSM system with one micro-turbine, one pumped hydro storage with two reservoirs, one wind turbine, and one solar turbine. The entire scheduling period is 24 h, and thus the installed capacities of wind, solar, micro-turbine, and hydro storage are fixed in this paper. In pumped hydro storage, two-chain cascade hydro turbines are considered on one stream to represent the complex hydro network. This subsection describes the main features of the operation characteristics of micro-turbine, pumped hydro storage, wind, and solar turbine under study. The hourly load demand, forecasted wind, and solar power are illustrated by Figure 2, and the standard deviations of wind and solar power outputs are set to 5% of the forecasted values.
In this paper, the optimization algorithm proposed in [44] is employed to solve the proposed model. The algorithm is inspired by studying the behavior of group animal searching and living theory. The practicability and feasibility of the algorithm have been proved in optimizing multi-modal engineering problems and benchmarks. For a detailed description of the algorithm, please refer to [44].
The initial electricity price is 220 $/MW. The maximum outputs of wind and solar unit are, respectively, 1.0 MW and 0.8 MW. The cost coefficients of the micro-turbine are a 1 g = 0.002 , a 2 g = 19.2 , a 3 g = 150 , and the operation limits of the micro-turbine are set to 0 MW and 0.8 MW. The ramp rate of the thermal unit is set to 0.55 MW. The initial and final reservoir storage volumes of the two reservoirs are, respectively, 1.0 × 10 4 m 3 , 1.2 × 10 4 m 3 , and 1.2 × 10 4 m 3 , 1.4 × 10 4 m 3 . The minimum volume values of the two reservoirs are, respectively, 0.8 × 10 4 m 3 and 0.7 × 10 4 m 3 , and the maximum volume values of the two reservoirs are, respectively, 1.5 × 10 4 m 3 and 1.6 × 10 4 m 3 . The pumped hydro storage ranges from 0 MW to 0.6 MW, and the lower and upper boundaries of the water release are, respectively, 1 × 10 3 m 3 and 8 × 10 3 m 3 . The generation coefficients of hydro units are b 11 = 0.0042 , b 21 0.42 , b 31 = 0.030 , b 41 = 0.90 , b 51 = 2.0 , b 61 = 2.0 , b 12 = 0.0040 , b 22 = 0.30 , b 32 = 0.015 , b 42 = 1.14 , b 52 = 2.5 , b 62 = 3 . The water transport delay time from reservoir 1 to reservoir 2 is set to 1 h. Suppose the spillage discharge rate of the reservoir is zero, and the external inflow to the reservoir at each time is given by Table 1.
Table 2 gives the optimal wind power, solar power, water discharge, TOU price, and load demand with DR over 30 independent runs. From the table, we can find that the optimal outputs meet the operation constraints. In addition, the reservoir volumes of the two reservoirs are illustrated by Figure 3. From the figure, we can see that the reservoir volumes are within their requirements. Moreover, note that the optimal wind and solar outputs are not their upper bounds. This is because the fact that a large penetration of renewable energy does not correspond to a large credibility measure. Figure 4 provides the distribution characteristics of credibility measure, operation profit, and wind and solar outputs. The correlation coefficient between credibility and wind and solar power is −0.0852, which means that these two aspects show a negative, but not significant, relationship. Additionally, we find that the correlation coefficient between profit and renewable energy is −0.0074. This phenomenon shows that a large penetration of renewable energy is not always a benefit for WSTHcMSSM considering the risk brought by uncertainty. On the other hand, we can conclude that the proposed CVaC-based quantitative risk evaluation method can make the WSTHcMSSM system a trade-off solution considering the uncertainty of wind and solar power.
The load curves with and without DR and pumped hydro storage are depicted by Figure 5. In Figure 5, the load characteristics with DR are much more smooth than these without considering DR. In order to show the load characteristics more intuitively, some factors used in [13] are employed, and these factors are given by Table 3. From the table, we can clearly see that DR is benefit for improving load curve. Specifically, compared with the load characteristics without DR, the load factors considering DR increase 3.01% and 5.50%, the peak to valley factors decrease 3.36% and 4.69%, and the peak compensate factors decrease 2.69% and 2.92%. On the other hand, the proposed WSTHcMSSM can explore the potional flexibility in multi-resource complementarity for promoting the penetration of renewable energy.
Moreover, to validate the coupling characteristic of the uncertainty, the hourly wind, solar, and operation profit of WSTHcMSSM are given by Table 4. Considering the coupling characteristic of multiple sources uncertainty, the penetration levels of wind and solar power have increased 1.58% and 9.33%, respectively. The operation profit considering coupling characteristic has increased 63.6362$. The comparison illustrates that in WSTHcMSSM scheduling, the coupling of uncertain wind and solar power can mitigate the impact of uncertainty on system operation, and in future research, the virtual aggregation mechanism should be considered in WSTHcMSSM for addressing the uncertain renewable energy.
Additionally, the comparison results between the proposed CVaC model and interval optimization (IO) model [14,45] are shown in Table 5, where P WS denotes the total outputs of wind and solar power. It can be observed from the obtained results that the proposed model performs better than IO model in terms of the profit and renewable energy penetration, which increases 13.8352% and 6.0152%, respectively. Note that a lower penetration level of renewable energy does not mean a lower level of risk. From the above analysis, it can be concluded that the proposed CVaC is more suitable than IO to provide a reliable guidance for WSTHcMSSM in day-ahead perspective, because it provides a flexible framework in realizing profit–risk trade-off and presents a reliable viewpoint for the dispatcher in choosing the best strategy for the optimal operation of WSTHcMSSM.
Furthermore, the optimal results obtained by CVaC considering different forecasting errors are illustrated in Figure 6. From the figure, we can find that a larger forecasting error corresponds to a lower penetration level of uncertain renewable energy and a smaller operation profit. This demonstrates that a larger forecasting error brings a higher operation risk, and thus the penetration level of uncertain renewable energy should be limited in WSTHcMSSM scheduling. Therefore, the proposed CVaC-based risk evaluation method can effectively address uncertain renewable energy in WSTHcMSSM scheduling. Specifically, for every 5% increase in forecasting error, the output of wind is reduced by the maximum of 0.73 MW, and the output of solar is reduced by the maximum of 0.24 MW, and the operation profit is reduced by the maximum of 759 $.
In order to further demonstrate the effectiveness of the proposed model for addressing the uncertain renewable energy, the stochastic model using (9) and the fuzzy model using (14) or (15) are employed for comparison. The credibility measures and profit values (H) obtained by different models are given by Table 6. From the table, we can see that the proposed model can obtain a high profit with a large credibility in most cases.
The hourly wind and solar power of each model are provided in Figure 7, and the total wind and solar power integrated with fuzzy model, stochastic model, and the proposed model are, respectively, 23.2275 MW, 17.9877 MW, and 29.4453 MW. The results show that compared with the proposed model, both the fuzzy and stochastic models are conservative in assessing uncertain renewable energy. Additionally, these results also illustrate that a higher wind or solar power output does not always correspond to a higher risk.

5. Conclusions

This paper developed a multi-source-coupled system applicable to standalone microgrid with pumped hydro storage and DR. The multi-source complementarity can efficiently explore the potential flexibility in WSTHcMSSM. Using the CVaC-based quantitative risk-averse model for uncertain wind and solar power makes this system a trade-off option. The designed load partitioning method takes into account the load characteristic, wind and solar distribution to get the TOU price in DR. The experimental test demonstrated that the WSTHcMSSM system can efficiently coordinate the outputs of thermal power, wind power, solar power, and pumped hydro storage to maximize operation profit. The simulation results show that the multi-source coordinating can increase operation profit, and promote wind and solar power accommodation. It found that DR plays an important role in smoothing the load curve of WSTHcMSSM system, in terms of increasing load factor, decreasing both peak compensate and peak to valley factors. The wind and solar coupling-based CVaC can increase 1.5838% and 9.3305% wind and solar power penetration levels, respectively.
The main challenge of the risk-averse model is that the forecasting error is modeled on the Gaussian distribution. The motivation for using this distribution is the central limit theorem. In future work, the proposed methodology can be extended for studying uncertain renewable energy in multi-energy and multiple microgrids scheduling and planning problems. In addition, future work could look at the distributed WSTHcMSSM system of the proposed framework in a reward fairness-based DR scheme with more than one distributed generation source. Future work could also focus on the economic and technical analysis on the sharing dispatchable source in distributed WSTHcMSSM.

Author Contributions

Conceptualization, methodology, and investigation: Y.Z., writing—review, editing and supervising, funding acquisition: J.C. All authors have read and agreed to the published version of the manuscript.

Funding

This work was supported by A Project of Shandong Province Higher Educational Science and Technology Program of China, under Grant number J18KA019.

Data Availability Statement

The data used to support the findings of this study are available from the corresponding author upon request.

Acknowledgments

This work was supported by A Project of Shandong Province Higher Educational Science and Technology Program of China under Grant (J18KA019).

Conflicts of Interest

The authors declare that there are no conflicts of the interest regarding the publication of this article.

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Figure 1. Configuration of the WSTHcMSSM.
Figure 1. Configuration of the WSTHcMSSM.
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Figure 2. Hourly load demand, forecasted wind, and solar power.
Figure 2. Hourly load demand, forecasted wind, and solar power.
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Figure 3. The reservoir volumes of the pumped hydro units.
Figure 3. The reservoir volumes of the pumped hydro units.
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Figure 4. The characteristics of credibility measure, profit, and wind and solar power based on CVaC.
Figure 4. The characteristics of credibility measure, profit, and wind and solar power based on CVaC.
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Figure 5. The load characteristics considering DR and pumped hydro storage.
Figure 5. The load characteristics considering DR and pumped hydro storage.
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Figure 6. Optimal profit, wind, and solar power under different forecasting errors.
Figure 6. Optimal profit, wind, and solar power under different forecasting errors.
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Figure 7. Optimal hourly output of wind and solar power under different models.
Figure 7. Optimal hourly output of wind and solar power under different models.
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Table 1. The hourly inflow to the reservoir ( 10 4 m 3 ).
Table 1. The hourly inflow to the reservoir ( 10 4 m 3 ).
Hour123456789101112
Reservoir 10.600.540.480.420.360.420.480.540.600.660.720.60
Reservoir 20.480.480.540.540.480.420.360.420.480.540.540.48
Hour131415161718192021222324
Reservoir 10.660.720.660.600.540.480.420.360.420.480.540.60
Reservoir 20.480.540.540.480.420.360.420.480.540.540.480.48
Table 2. Optimal water discharge, power outputs, TOU price, and load demand with DR.
Table 2. Optimal water discharge, power outputs, TOU price, and load demand with DR.
HourWater Discharges ( 10 4 m 3 )Hydro Power (MW)WindSolarThermalTOU PriceLoad with DR
Unit 1Unit 2Unit 1Unit 2(MW)(MW)(MW)($/MW)(MW)
10.10510.6309000.942900.4733191.841.4103
20.53120.66020.249300.885600.3019191.411.4309
30.47230.51710.16070.01170.938400.2951195.601.4000
40.36630.50320.02970.00790.943400.3526186.331.3279
50.58630.43950.228600.922300.1827197.441.3279
60.46830.693800.41190.841100.2046192.691.4514
70.39900.4040000.92300.49670.2860188.551.6985
80.42310.52000.04770.03610.85070.66750.45682202.0588
90.42160.55930.09180.12260.83820.63600.61732202.3058
100.60360.39660.486600.96180.74770.19202202.3882
110.62220.62220.55360.25060.90220.26110.32812202.2955
120.42050.37180.126200.84450.77230.63492202.3779
130.52590.34680.299900.88570.77710.33282202.2955
140.47580.55790.33010.11090.89240.76160.16962202.2647
150.51060.47250.275200.88600.73070.30072202.1926
160.44730.36020.393700.73410.75850.24452202.1308
170.43040.43040.142900.88550.63760.52662202.1926
180.51850.66050.25320.34140.78900.65430.16502202.2029
190.69210.72840.27220.49300.921900.3902436.602.3058
200.44070.763500.55750.978300.5786437.402.3470
210.61400.764900.56040.944400.5725437.652.3058
220.67580.71670.02150.46850.966800.5092437.942.1823
230.11600.667400.35610.907700.64062201.9044
240.55500.80000.18090.40470.958400.09272201.6367
Table 3. The comparison of load characteristics.
Table 3. The comparison of load characteristics.
FactorLoad-Factor %Peak-to-Valley %Peak-Compensate %
P L 0 P W P S 52.5882.5343.18
P D P W P S 54.1679.8542.05
P L 0 P W P S P H 50.5894.9367.96
P D P W P S P H 53.3690.6866.03
Table 4. Comparison results between CVaC with and without wind/solar coupling.
Table 4. Comparison results between CVaC with and without wind/solar coupling.
HourWind and Solar Coupling-Based CVaCWind and Solar Independent-Based CVaC
P W (MW) ν ( P W ) P S (MW) ν ( P S ) H($) P W (MW) ν ( P W ) P S (MW) ν ( P S ) H($)
10.94290.999801112.560.93800.50000120.24
20.88560.999701120.310.9442101126.96
30.9384101120.090.89070.975401104.30
40.943410193.850.9200101104.02
50.9223101111.810.8930101103.05
60.8411101127.570.8580101131.57
70.923010.49671166.110.931010.19480.5000157.94
80.85070.99990.66751299.240.836010.53840.9946293.46
90.83820.99880.63600.9999350.690.795910.59130.9945348.88
100.961810.74770.9985371.710.782510.61830.9931369.99
110.90220.99990.26110.3207312.870.850010.75040.9767345.83
120.84450.99930.77230.9786357.190.756410.75511371.30
130.88570.99990.77710.9314337.060.909610.75171343.39
140.892410.76160.9628339.400.800610.27650.3994304.08
150.886010.73070.8289300.460.825010.72001327.19
160.73410.99340.75850.9937312.770.732610.69131311.22
170.885510.63760.9829319.860.823710.69301325.20
180.78900.99870.65431333.710.786210.64631330.84
190.9219101750.500.9904101751.51
200.9783101764.130.9922101769.13
210.9444101748.630.9822101741.69
220.9668101700.810.9730101703.19
230.9077101257.720.9975101259.33
240.9584101207.890.9998101209.01
Total21.5442 7.9011 7916.9621.2083 7.2268 7853.32
Table 5. Comparison results between CVaC and IO model.
Table 5. Comparison results between CVaC and IO model.
HourThe Proposed ModelInterval Optimization Model
ν ( P W ) ν ( P S ) H($) P WS ( MW ) P H (MW) ν ( P W ) ν ( P S ) H($) P WS ( MW ) P H (MW)
10.99981112.560.942900.4982126.630.90960
20.99971120.310.88560.24930.4891146.010.80120.3547
311120.090.93840.17240.4738140.260.75980.2952
41193.850.94340.03760.4966120.760.82800.1525
511111.810.92230.22860.4542136.140.66590.5102
611127.570.84110.41190.4972156.020.78260.5638
711166.111.4197011179.691.31240.0275
80.99991299.241.51820.083811300.201.45500.4554
90.99880.9999350.691.47420.21440.99960.9989347.481.43970.3609
1010.9985371.711.70960.48660.99840.4996303.291.41370.5692
110.99990.3207312.871.16330.80420.97590.4994266.091.50700.5444
120.99930.9786357.191.61670.12620.52170.4893216.911.33890.4663
130.99990.9314337.061.66280.29990.96320.4921270.901.41850.6997
1410.9628339.401.65400.44110.99970.5000267.691.56100.5968
1510.8289300.461.61660.27520.98750.9326315.831.47260.5309
160.99340.9937312.771.49270.39370.99840.4953245.191.37230.3918
1710.9829319.861.52310.14290.99950.9932326.391.47970.4511
180.99871333.711.44330.594611332.751.60730.4914
1911750.500.92190.765211753.490.89200.7958
2011764.130.97830.557511762.300.99520.5894
2111748.630.94440.560411751.760.99300.5928
2211700.810.96680.490011706.750.99390.6607
2311257.720.90770.365111262.230.98930.5591
2411207.890.95840.58560.48221120.010.78600.8187
Total 7916.9629.44538.2775 6954.7627.774611.4783
Table 6. Comparison of fuzzy model, stochastic model, and the proposed model.
Table 6. Comparison of fuzzy model, stochastic model, and the proposed model.
Fuzzy ModelStochastic ModelProposed Model
Hour ν ( P W ) ν ( P S ) H ($) ν ( P W ) ν ( P S ) H ($) ν ( P W ) ν ( P S ) H ($)
10.4899128.260.4317128.970.99981112.56
20.4888141.370.4708141.560.99971120.31
30.4452143.320.2397178.8611120.09
40.4603130.630.3356138.171193.85
50.4795134.820.4243123.5311111.81
60.4997142.570.3199175.0811127.57
70.49730.493984.200.21101151.0611166.11
80.49990.5000178.750.89671270.230.99991299.24
90.49950.4817222.390.50000.8544245.670.99880.9999350.69
100.49990.4964220.560.44810.4906240.3610.9985371.71
110.49590.4673199.540.44230.2832249.540.99990.3207312.87
120.49510.4931218.020.29880.4878263.450.99930.9786357.19
130.49930.4777201.090.99950.3888286.750.99990.9314337.06
140.50060.4673201.730.99540.2818313.4510.9628339.40
150.50000.4734184.580.40010.3792229.5610.8289300.46
160.49790.4864183.4310.3393274.230.99340.9937312.77
170.51600.5171187.890.34500.9997288.5410.9829319.86
180.58420.7767233.080.34900.9973284.790.99871333.71
190.99981748.6411740.0411750.50
200.49851603.1111755.1911764.13
210.50001566.890.49641583.8511748.63
220.50001521.250.45581546.9611700.81
230.49901166.400.42981179.9411257.72
240.45081123.040.17661194.0611207.89
Total 5252.17 6383.83 7916.96
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Zhao, Y.; Chen, J. A Quantitative Risk-Averse Model for Optimal Management of Multi-Source Standalone Microgrid with Demand Response and Pumped Hydro Storage. Energies 2021, 14, 2692. https://doi.org/10.3390/en14092692

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Zhao Y, Chen J. A Quantitative Risk-Averse Model for Optimal Management of Multi-Source Standalone Microgrid with Demand Response and Pumped Hydro Storage. Energies. 2021; 14(9):2692. https://doi.org/10.3390/en14092692

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Zhao, Yongqi, and Jiajia Chen. 2021. "A Quantitative Risk-Averse Model for Optimal Management of Multi-Source Standalone Microgrid with Demand Response and Pumped Hydro Storage" Energies 14, no. 9: 2692. https://doi.org/10.3390/en14092692

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