Journal of Modern Power Systems and Clean Energy

ISSN 2196-5625 CN 32-1884/TK

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Frequency Regulation of VSC-MTDC System with Offshore Wind Farms  PDF

  • Haoyu Liu
  • Chongru Liu (Senior Member, IEEE)
North China Electric Power University, Beijing 102206, China

Updated:2024-01-22

DOI:10.35833/MPCE.2023.000001

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Abstract

Frequency regulation of voltage source converter-based multi-terminal high-voltage direct current (VSC-MTDC) system with offshore wind farms enhances the frequency stability by compensating the power for a disturbed AC system. However, it is difficult to reasonably allocate frequency-regulation resources due to a lack of coordination mechanisms between wind farms and the MTDC system. Moreover, it is difficult for the frequency control of the wind farms to manage changes in wind speed; and the risk of wind-turbine stalls is high. Thus, based on the kinetic energy of wind turbines and the power margin of the converters, the frequency-regulation capability of wind turbines is evaluated, and a dynamic frequency-support scheme considering the real-time frequency-support capability of the wind turbines and system frequency evolution is proposed to improve the frequency-support performance. A power adaptation technique at variable wind speeds is developed; the active power in the frequency-support stage and restoration stage is switched according to the wind speed. A hierarchical zoning frequency-regulation scheme is designed to use the frequency-regulation resources of different links in the MTDC system with wind farms. The simulation results show that the novel frequency-regulation strategy maintains frequency stability with wind-speed changes and avoids multiple frequency dips.

I. Introduction

LARGE-SCALE offshore wind-power bases meet the demands of energy development [

1]. With its flexible operation modes, a voltage source converter based multi-terminal high-voltage direct current (VSC-MTDC) system is an essential means of transmitting offshore wind power [2]. However, permanent magnet synchronous generators (PMSGs) operate in maximum power point tracking (MPPT) mode [3] and are isolated by DC grids and back-to-back converters, which makes them incapable of responding to the frequency disturbances of AC systems [4]. Thus, it is critical to investigate the auxiliary frequency-regulation strategy of VSC-MTDC system with offshore wind farms to enhance the frequency stability of AC systems [5].

Wind-turbine (WT) frequency regulation is divided into two stages: frequency support and restoration. To develop the frequency-support capability of the WT, overspeed control [

6], [7], pitch angle control [8], [9], virtual synchronous generator control [10], [11], and virtual inertia integrated control (VIIC) [12]-[17] have been proposed. Under normal conditions, the VIIC operates in MPPT mode, releasing the kinetic energy of the WT rotor to provide power support in the frequency-support stage by emulating the inertia and damping of the synchronous generators. VIIC has a distinct physical meaning, which does not affect the economic operation of the WT, and is widely used.

Nevertheless, traditional VIIC uses fixed coefficients [

12], resulting in poor operational flexibility. Minor gains are ineffective for frequency regulation, whereas large gains improve the frequency nadir but may cause the wind turbines to stall. Thus, a time-varying proportional coefficient [13], [14] has been designed to enhance WT frequency-regulation performance. To reflect the WT status, [15] adds the rotational speed margin to the time-varying coefficient [13], [14]. Reference [16] uses the rotor motion equation of a WT and the system frequency state to calculate the real-time equivalent inertia coefficient. The damping coefficient is dynamically adjusted in accordance with the frequency excursions (FEs) and rate of change of frequency (ROCOF), which characterize the system frequency state [17]. The rotational speed and kinetic energy margins of the WT, which indicate the rotational-speed state of the WT, are introduced into the damping coefficients [18], [19]. References [20] and [21] include the kinetic energy margin of the WT in the inertia and damping coefficients. Reference [22] applies a frequency deviation into the MPPT module, provides inertial support by running the WT with a suboptimal solution, and introduces a frequency differential into the virtual inertia coefficient to accelerate the frequency response. However, these enhanced solutions have not considered the severity of the frequency disturbances or the real-time frequency-regulation capability of the WT.

Several of the aforementioned solutions to frequency support make use of the rotational speed margin [

15], [18] and kinetic energy margin [19]-[21] to reflect the frequency-regulation capacity of the WT. However, the frequency-regulation potential of a WT is affected by circumstances other than its operational state. Thus, it is important to develop a more appropriate approach for evaluating the frequency-regulation potential of a WT.

After the frequency-support stage, the WT usually starts to restore the rotational speed to avoid uneconomical low rotational speed operation, resulting in a second frequency dip (SFD) and threatening the safety of the power system [

11]. Energy-storage strategies [23], [24] and initiative power control [21], [25]-[29] have been proposed to avoid an SFD. Energy-storage strategies use energy-storage devices to compensate for power shortages during the restoration stage. If the energy-storage capacity is sufficient, the SFD is eliminated, which is beneficial for balancing WT power fluctuation during normal operations. However, adequate energy storage requires significant investment. To reduce the SFD without further investment, the initiative power control must tweak existing control links and adjust the electromagnetic power of the WT during the restoration stage.

The VIIC and initiative power control complete the frequency support and rotational speed recovery of the WT; however, these strategies are confined to a single wind speed, lacking the ability to manage the changes of wind speed.

Modular multilevel converter (MMC) is one of the most popular forms of offshore wind power transmission; it has become an important issue to exploit the cooperative frequency regulation potential of MMCs and offshore wind farms [

11]. Based on WT frequency-regulation strategies [12]-[22], [25]-[29], the auxiliary frequency control of onshore and offshore VSCs [16], [21], [30], [31] has been developed to implement frequency regulation of wind farms via a single MMC-HVDC system. To enhance the frequency stability of AC systems, frequency-response control schemes for wind farms using the VSC-MTDC system have been suggested [1], [4], [32], [33]. Under this setting, all wind farms engage in frequency regulation in the event of an active power imbalance, regardless of the severity of the frequency disturbance. Frequent power disturbances in AC systems make it easier for WTs to break the MPPT mode, which drastically reduces WT operating efficiency. Rational allocation of the frequency-regulation sequence of wind farms and onshore VSCs significantly enhances frequency-regulation performance.

The difficulties in achieving satisfactory frequency-regulation performance in MTDC system with wind farms lie in three areas: ① balancing the system frequency evolution and real-time frequency-regulation capacity of the WT during the frequency-regulation stage; ② managing wind-speed variation during the frequency-support and restoration stages; ③ coordinating wind farms and onshore VSCs for cost-effective operation and reduction of multiple frequency dips.

To address these problems, a novel cooperative frequency-regulation scheme for a VSC-MTDC system with wind farms is proposed. The main contributions of this paper are presented as follows.

1) A novel approach to evaluating WT frequency-regulation capacity is developed, and an adaptive WT frequency-support approach is suggested in combination with a frequency-regulation capacity factor. In this context, the WT support power is adjusted dynamically according to the real-time frequency-regulation capacity and the frequency evolution of the offshore AC system to optimize the frequency-regulation performance.

2) A WT power adaptation technique at variable wind speeds is proposed. During the frequency-support stage, a fundamental power reference tuning approach is developed to cooperate with the power buffer interval and strike a balance between frequency support and SFD reduction. A linear power transition approach is proposed to adapt to the changes of wind speed during the restoration stage.

3) A hierarchical zoning frequency-regulation scheme for an MTDC system with wind farms is suggested to weaken multiple frequency dips and guarantee frequency-regulation performance. Wind farms in MTDC systems are divided into two types based on their frequency-regulation capabilities. Furthermore, a stepped frequency-regulation framework is developed for generators in disturbed AC systems, DC capacitors, wind farms, and normal AC systems.

The remainder of this paper is organized as follows. Section II introduces the control of VSC-MTDC system with wind farms. A cooperative frequency-regulation scheme is proposed in Section III. Simulations are conducted in Section IV to validate the novel frequency-regulation scheme. Section V concludes this paper.

II. Control of VSC-MTDC System with Wind Farms

Figure 1 depicts the topology of VSC-MTDC system with offshore wind farms and the control system. The DC grid uses a mesh topology to demonstrate universality.

Fig. 1  Topology of VSC-MTDC system with offshore wind farms and control system.

In Fig. 1, GSVSCs indicate VSCs connected to onshore AC systems and WFVSCs denote VSCs connected to offshore wind farms; PCC represents the point of common coupling; PLL represents the phase-lock loop; PWM represents the pulse-width modulation; and PI represents the proportional-integral controller. Kv and Kf are the DC voltage and frequency droop coefficients, respectively; f* and f are the reference and actual AC system frequencies, respectively; Pref,G and Udc,ref are the active power and DC voltage reference values of the GSVSC, respectively; PG and Udc are the actual active power and DC voltage, respectively; fowf and fowf* are the frequency of an offshore AC system and its reference value, respectively (normally, fowf*=f*); Kowf is the frequency-conversion coefficient of the WFVSC; ΔUdc=Udc,ref-Udc; Δf=f*-fowf; ΔPref,P is the power reference increase generated by the VIIC; Pset is the basic power of the PMSG, which is normally equal to the power command of the MPPT module PMPPT; KD and Ki are the equivalent damping and inertia coefficients, respectively; uabc and iabc are the AC voltage and current of the PCC, respectively; and udq and idq are the dq-axis components of the AC voltage and current of the PCC, respectively.

All VSCs and PMSGs have used dual closed-loop vector control. The outer loop control of the GSVSC is uniformly expressed using a droop control. An additional frequency control [

33] couples the AC system frequency with the active power and DC voltage of the GSVSC; and the FE uses droop control to transmit unbalanced power to the DC grid. Thus, the active power control of the GSVSC is expressed as:

Pref,G-PG=-1Kv(Udc,ref-Udc)+Kf(f*-f) (1)

The WFVSC uses a fixed AC voltage and frequency control to harness the active power of the wind farms. Fixed-frequency control uses a virtual PLL to generate the reference frequency for offshore AC systems. Frequency-conversion control [

11] converts the DC voltage deviation into the FE of the WFVSC and serves as the foundation for offshore wind farms to participate in system frequency regulation.

fowf=fowf*=f*-Kowf(Udc,ref-Udc) (2)

Normally, the machine-side converter of a PMSG uses a fixed active power control, and the power command is generated by the MPPT module. For frequency support of a wind farm, VIIC [

12] adds a frequency-response component to the MPPT power command.

Pref,P=Pset+ΔPref,P (3)

where Pref,P is the active power reference for the PMSG. ΔPref,P is expressed as:

ΔPref,P=KDΔf-Kidfowfdt (4)

According to (3) and (4), under the action of VIIC, when fowf changes, the WT uses the kinetic energy of the rotor to generate active power for fast frequency support.

The synergy of these controls transmits frequency disturbances from the grid side to the source side, facilitates frequency support from the source side to the grid side, and improves the frequency stability of disturbed AC systems.

III. Cooperative Frequency-regulation Scheme

A coordinated frequency-regulation scheme for VSC-MTDC system with offshore wind farms is proposed to address the poor flexibility of the VIIC with fixed proportional coefficients and the inability to manage the changes of wind speed. Section III-A introduces a novel evaluation approach to WT frequency regulation. The frequency-support and rotational speed recovery schemes of the WT are discussed in Section III-B and III-C, respectively. Section III-D describes how wind farms cooperate with other modules in the MTDC system. Small-signal stability is analyzed in Section III-E.

A. Evaluation Approach to WT Frequency Regulation

The available frequency-support resources when a WT regulates the frequency are determined by the amount of releasable rotor kinetic energy. Thus, the releasable kinetic energy margin has been primarily used to evaluate the frequency-regulation capacity of the WT [

25].

GC,1=Ek,0-Ek,minEk,max-Ek,min=Hωr,02-Hωr,min2Hωr,max2-Hωr,min2=ωr,02-ωr,min2ωr,max2-ωr,min2 (5)

where GC,1 is the classical frequency-regulation capacity of the WT; H is the inertia time constant; Ek,0, Ek,max, and Ek,min are the initial, maximum, and minimum rotor kinetic energies of the WT, respectively; and ωr,0, ωr,max, and ωr,min are the initial, maximum, and minimum WT rotational speeds, respectively.

The traditional evaluation approach only considers the WT state; however, the actual frequency-regulation power transmitted from the WT to the PCC is restricted by the WT state and the power margin of the back-to-back converters. Because frequency support relies heavily on additional active power, the closer the initial active power is to the power limit, the less room there is for auxiliary power for frequency regulation.

Considering this issue, a novel WT frequency-regulation capacity factor GC,2 is proposed in conjunction with the releasable kinetic energy and power margins.

GC,2=ωr,02-ωr,min2ωr,max2-ωr,min2Pmax-P0Pmax-Pmin (6)

where P0 is the initial power of the WT; and Pmax and Pmin are the maximum and minimum power of the PMSG converters, respectively.

P0 from the MPPT module [

3] is substituted into (5) and (6) to calculate GC,1 and GC,2. The calculation results of frequency regulation capacity coefficients of PMSG after normalization are shown in Fig. 2.

Fig. 2  Calculation results of frequency-regulation capacity coefficients of PMSG after mormalization.

In Fig. 2, GC,1 gradually increases as ωr,0 increases. However, when ωr,0 increases, GC,2, which considers the power margin of the converters, tends to increase and then decrease. This demonstrates that when ωr,0 is small, the power margin of the converters is sufficient and the power of the WT is fully transmitted to the WFVSC. The kinetic energy of the rotor that can be released is the dominant factor in the frequency-regulation capacity of the WT. Although the released kinetic energy of the WT continues to increase as ωr,0 increases, the output power of the WT approaches the power limit of the converters, and the frequency-regulation capacity of the WT gradually decreases. GC,2 accurately represents the real-time frequency-regulation capacity of the WT.

The frequency-regulation capacity of a WT is defined in (6). The frequency-regulation capacity of the entire wind farm is estimated using the average kinetic energy approach [

34].

GC,WF=i=1nGC,2,i(ωr,max,i2-ωr,min,i2)i=1n(ωr,max,i2-ωr,min,i2) (7)

where GC,WF is the frequency-regulation capacity of a wind farm; GC,2,i is the frequency-regulation capacity factor of WTi; and n is the number of WTs in the wind farm.

An approach to evaluating the frequency-regulation capacity of a WT and an entire wind farm has been proposed considering both the WT operating state and the power margin of the converters. It serves as a theoretical foundation for the adaptive frequency-support scheme of the WT and the hierarchical zoning frequency-regulation scheme of the VSC-MTDC system.

B. Adaptive Frequency-support Scheme of WT

1) Adaptive Frequency-support Coefficients

Equivalent damping and inertia coefficients of the VIIC are fixed, resulting in poor adaptation to frequency disturbances of varying severity. Thus, with the frequency-regulation capacity in (6) and the real-time evolution of the frequency disturbance, adaptive KD and Ki are designed to satisfy the requirements of frequency regulation. Under this setting, given that WT power-reduction approaches are mature [

6]-[9], this paper focuses on the frequency drops in AC systems that require the WT to increase output power.

dfowf/dt is relatively large in the early stages of a frequency disturbance. The equivalent inertia control plays a major role. Considering the real-time frequency-regulation capacity of the WT, Ki is set as a function of GC,2 and dfowf/dt to ensure the early frequency-regulation performance of the WT. As Δf gradually increases over time and the equivalent damping control becomes the dominant force of the VIIC, KD is set as a function of GC,2 and Δf to ensure that the WT has sufficient frequency-regulation capacity in the later stage of frequency regulation.

Ki is defined as:

Ki=Ki0GC,2gi (8)

where Ki0 is the fundamental inertia coefficient. Unlike (6), which only considers the initial power P0, the real-time power P of the WT is used to calculate GC,2 in (8).

GC,2=ωr2-ωr,min2ωr,max2-ωr,min2Pmax-PPmax-Pmin (9)

gi is defined as:

gi=gi0dfowfdtt=0dfowfdtdfowfdt<00dfowfdt0 (10)

where gi0 is the initial value of gi.

GC,2 is the real-time frequency-regulation capacity of the WT. The greater GC,2 and Ki, the more inertial support the WT can provide. Moreover, gi reflects the development of frequency disturbances. The larger dfowf/dt and gi, the more significant the inertial control. As dfowf/dt decreases to zero or increases in the opposite direction, the inertial control has a negative effect on frequency regulation. We set gi to zero to eliminate negative effects.

KD is defined as:

KD=KD0GC,2gD (11)

where KD0 is the basic damping coefficient. gD is defined as:

gD=gD0+αΔf         dfowfdt<0gD0+αΔfmax    dfowfdt0 (12)

where gD0 is the initial value of gD; and α is the scale gain. When dfowf/dt is equal to 0, Δf reaches its maximum value Δfmax. The analytical approach [

35] and predictive approach [36] are used to compute the frequency nadir, and its maximum value is used to obtain Δfmax, which is expressed as:

Δfmax=max(Δfmax,a,Δfmax,p) (13)

where Δfmax,a and Δfmax,p are the frequency nadirs obtained by the analytical and predictive approaches, respectively.

Similar to Ki, KD is also affected by GC,2 and gD. gD increases gradually with the increase of Δf, and the effect of the damping control on frequency support is strengthened. Figure 3 shows diagrams of Ki, KD, and ΔPref,P.

Fig. 3  Adaptive frequency-regulation coefficients. (a) KD. (b) Ki. (c) ΔPref,P represented by ωr and Δf. (d) ΔPref,P represented by ωr.

When a frequency disturbance occurs, ωr and f do not change significantly at first, although df/dt is relatively large. This leads to a higher Ki. ΔPref,P increases rapidly under the action of Ki, providing fast and sufficient power support. With the progress of frequency support, although KD remains high, the kinetic energy of the WT is gradually released, and its frequency-regulation capacity is weakened. Thus, ΔPref,P decreases as ωr decreases to prevent excessive frequency support from threatening safe operation of the WT.

2) Basic Power Tuning Approach with Variable Wind Speeds

As indicated in (3), Pref,P includes two parts: the fundamental reference power Pset and the additional power ΔPref,P. To ensure that the WT output power is always larger than PMPPT(ωr,0) during the frequency-support stage, Pset is typically set as the initial power PMPPT(ωr,0) [

37].

When the WT uses an adaptive frequency-regulation scheme for frequency support, Pref,P(ωr,min)=PMPPT(ωr,0) when ωr is reduced to ωr,min. However, because the mechanical power Pm of the WT decreases as ωr decreases, Pref,P(ωr,min) is greater than Pm(ωr,min). Furthermore, if the power reference value jumps from Pref,P(ωr,min) to Pm(ωr,min) to start rotational speed recovery [

37], the electromagnetic power of the WT cannot step due to the PI response speed limit. If Pref,P remains greater than Pm for an extended period, the WT rotational speed decreases until it stops.

Thus, a power-buffer interval is used to strike a balance between the demands of efficient frequency support and safe rotational speed recovery of the WT.

Figure 4 shows the active power of the WT during the frequency-regulation stage, where Pref,P,i(ωr) and PMPPT(vi) are the active power reference and optimal power, respectively, corresponding to the wind speed vi (i=0, 1, 2, 3). The suffix ωr indicates that the power references change with ωr.

Fig. 4  Active power of WT during frequency-regulation stage.

Before ωr decreases to ωr,m1, the WT uses an adaptive frequency-support scheme, which corresponds to curve A-C-D. This ensures that the WT can provide sufficient power support for onshore AC systems in the high-rotational speed region. To prevent WT from stalling due to the power step, Pref,P is moved along curve DM to the intersection E of curve DM and Pm(v0) when ωr decreases to ωr,m1, prompting the WT to smoothly switch from frequency support to rotational speed recovery. Pref,P during DE is expressed as:

Pref,P=PMPPT(ωr,min)+Pref,P(v0,ωr,m1)-PMPPT(ωr,min)ωr,m1-ωr,min(ωr-ωr,min) (14)

When ωr decreases to ωr,c, the wind speed changes abruptly; subsequently, the frequency-support scheme must be adjusted. If the wind speed is v1, and v1 is less than v0, Pm of the WT is represented by the blue curve corresponding to v1 in Fig. 4. If Pref,P still moves along curve CD, ωr is likely to decrease rapidly, causing a stall. Thus, Pset(ωr) should transition from PMPPT(ωr,0) to PMPPT(v1,ωr,opt,1) along the dotted curve BN.

Pset(ωr)=εPMPPT(ωr,0)+(1-ε)PMPPT(v1,ωr,opt,1) (15)

where ωr,opt,1 is the optimal rotational speed corresponding to v1. The transmit factor ɛ is expressed as:

ε=ωr-ωr,minωr,c-ωr,min (16)

When the wind speed suddenly changes to v1, Pref,P runs along curve CN to point F and then along curve FM to point G according to (14).

Although Pm of the WT increases when the wind speed suddenly changes to v2, Pref,P(ωr,c) remains greater than Pm(v2,ωr,c) at this time, and the WT rotational speed can continue to decrease to provide frequency support. If the WT still uses Pref,P at v0, the increase of mechanical power generated by the increase of wind speed cannot be effectively utilized. Subsequently, along the dashed curve BK, the transition Pset(ωr) from PMPPT(ωr,0) to PMPPT(v2,ωr,opt,2) occurs. Thus, Pref,P follows the curve CK to point H and then along the curve HM to point I.

When the wind speed becomes v3, Pref,P(ωr,c) is smaller than Pm(v3,ωr,c), and the WT can no longer release kinetic energy by slowing down. However, as the primary goal of WT frequency support is to increase electromagnetic power rather than reduce rotational speed, the power increase and rotational speed recovery are accomplished concurrently along the curve CJ of Pref,P(ωr).

Pref,P(ωr)=Pref,P(ωr,c)+PMPPT(v3,ωr,opt,3)-Pref,P(ωr,c)ωr,opt,3-ωr,c(ωr-ωr,c) (17)

where ωr,opt,3 is the optimal rotational speed corresponding to v3.

The adaptive equivalent damping and inertia coefficients comprehensively consider the frequency-regulation demand of the onshore AC system and feedback of the real-time frequency-regulation capacity of the WT, balancing frequency support and rotational speed stability. The power buffer interval prevents the WT from stalling due to the power step. During the frequency-regulation stage, the fundamental active power-tuning approach improves the adaptability of the WT to different wind speeds and makes full use of frequency-regulation resources.

C. WT Rotational Speed Recovery Scheme

Assume that the WT rotational speed is restored from point D in Fig. 5, where Prec,0(ωr) and Prec,2(ωr) are the active power references corresponding to wind speeds v0 and v2 during the restoration stage, respectively. Prec,1,i(ωr) is the active power of different scenarios corresponding to wind speed v1 during the restoration stage (i=1, 2, 3). Psec(ωr) is the transitional power during the restoration stage.

Fig. 5  Active WT power during restoration stage.

If the wind speed remains v0, γ(v0) is defined as:

γ(v0)=ωr-ωr,dωr,0-ωr,d (18)

where ωr,d is the rotational speed at point D. The electromagnetic power reference value Prec during the restoration stage is set as:

Prec=(1-γ(v0))Psec(v0,ωr)+γ(v0)PMPPT(ωr) (19)

where Psec(v0,ωr)=Pm(v0,ωr), and Pm(v0,ωr) is calculated by [

11].

However, the electromagnetic power and mechanical power are equal at point D and the WT does not activate rotational speed recovery [

37]. Thus, we multiply (19) by a driving factor τ.

Prec=((1-γ(v0))Psec(v0,ωr)+γ(v0)PMPPT(ωr))τ (20)

τ is defined as:

τ=0.98+0.02ωr,m1-ωr,d(ωr-ωr,d) (21)

Using the rotational speed recovery scheme in (18)-(21), the WT starts from point D, follows curve D-B-F-H-A, progressively approaches the MPPT curve, and eventually runs stably at the initial operating point A.

Furthermore, when the wind speed changes from v0 to v1, three cases may occur during the restoration stage. In the first case, when the WT runs to point B, the wind speed suddenly changes to v1. At this point, the electromagnetic power of the WT is greater than its mechanical power. This results in a new reduction in rotational speed. Referring to the electromagnetic power change approach in (14), let Prec run along curve BM to point C, then restart speed recovery at point C using (19), converging to point E of the MPPT curve corresponding to v1 along the curve CE. The curve B-C-E is described as follows.

Prec=PMPPT(ωr,min)+Prec(v0,ωr,d1)-PMPPT(ωr,min)ωr,d1-ωr,min(ωr-ωr,min)                                                                                           dωrdt<0(1-γ(v1))Pm(v1,ωr)+γ(v1)PMPPT(ωr)                    dωrdt>0 (22)

γ(v1) is defined as:

γ(v1)=ωr-ωr,d1ωr,opt,1-ωr,d1 (23)

In the second case, the WT encounters a sudden change of wind speed at point F. At this time, the mechanical power corresponding to v1 exceeds the electromagnetic power, and the WT is still able to recover its rotational speed. However, due to the environment change, Prec is modified in conjunction with the design principle of Pset. γ(ωr) transitions from v0 to v1.

γ(ωr)=γ(v0,ωr,d2)+1-γ(v0,ωr,d2)ωr,opt,1-ωr,d2(ωr-ωr,d2) (24)

Psec(ωr) transitions from Pm(v0) to Pm(v1) along GE as:

Psec(ωr)=(1-μ)Pm(v0,ωr)+μPm(v1,ωr) (25)

μ is defined as:

μ=ωr-ωr,d2ωr,opt,1-ωr,d2 (26)

The WT moves along the curve D-B-F-E, described as:

Prec(ωr)=(1-γ(ωr))Psec(ωr)+γ(ωr)PMPPT(ωr) (27)

In the third case, the wind speed changes at point H, and (22) is used to make the WT run along curve HM to point J and subsequently restore the rotational speed along curve JE.

When the wind speed changes from v0 to v2, the rotational speed is recovered according to (20). When the WT reaches point A, Prec converges to point L along the MPPT curve, corresponding to the curve D-B-F-H-A-L.

The rotational speed recovery scheme used in this study gradually transitions from the Pm curve to the MPPT curve. Under this setting, the power fluctuation at the starting point is small. Prec is kept high during the restoration stage to avoid further deterioration of the AC system frequency. The control mode of Prec guarantees that the WT is able to successfully complete rotational speed recovery in different wind speeds, compensating for the WT rotational speed recovery that does not consider the changes of wind speed.

D. Hierarchical Zoning Frequency-regulation Scheme

Due to lacking a comprehensive framework for an auxiliary frequency-regulation scheme for VSC-MTDC systems with wind farms, a hierarchical zoning frequency-regulation scheme based on local autonomy and global cooperation is proposed.

In this context, the frequency response of a disturbed AC system is determined mainly by the generators. To avoid the influence of minor frequency disturbances on the other VSCs, a frequency deadband is set for the GSVSC. Thus, (1) can be modified as:

ΔPref,G=-1KVΔUdc+KfΔfG (28)

where ΔPref,G=Pref,G-PG. ΔfG is given as:

ΔfG=0                                            ΔfG,0<ΔfmarΔfG,0-sign(ΔfG,0)Δfmar    ΔfG,0Δfmar (29)

where the actual frequency deviation of the disturbed AC system is ΔfG,0=f*f; Δfmar is the frequency deadband, usually Δfmar=0.05 Hz [

33]; and sign() represents the symbol function.

When the FE of the disturbed AC system exceeds Δfmar, under the actions of (1) and (28), the FE is directly related to the DC voltage; thus, the capacitor energy storage Edc of the DC grid is used to provide short-term frequency support. Edc is expressed as:

Edc=12CeqUdc2 (30)

where Ceq is the equivalent capacitance of the MMC.

Edc varies by approximately 4% when Udc varies by 2% from the rated operating state. The critical DC voltage with a limit of 0.02 p.u. can use the DC capacitor energy storage to provide frequency support and does not cause the DC voltage to deviate greatly, which can threaten the safety of the DC system.

The frequency of an offshore AC system is coupled with the DC voltage using (2). The first type of DC voltage deadband ΔUdcmar1 is set similar to the frequency deadband such that the wind farm began frequency support when the DC voltage exceeds ΔUdcmar1. ΔUdc in (2) is modified as ΔUdc,W1:

ΔUdc,W1=0                                                   ΔUdc<ΔUdcmar1ΔUdc-sign(ΔUdc)ΔUdcmar1    ΔUdcΔUdcmar1 (31)

Figure 6 shows the frequency-conversion control with the deadband of the WFVSC. Because there are multiple wind farms in an MTDC system, it is necessary to partition the wind farms to provide a sequential frequency-regulation service. According to the frequency-support capacity coefficients GC,WF, the wind farms are categorized into two types. The first 50% are used for priority frequency-support after ΔUdc exceeds ΔUdcmar1; and the remaining 50% are used when the first type of wind farms had an insufficient support capacity. Wind farms with large capacities are chosen for priority frequency support when the values of GC,WF are similar.

Fig. 6  Frequency-conversion control with deadband of WFVSC.

In the first type of wind farms, if the frequency of the disturbed AC system stabilizes, the frequency-regulation service is terminated in advance, and the rotational speed is restored.

dωrdt<0dfowfdt=0 (32)

At this time, the second type of wind farms begin frequency support to compensate for the SFD induced by the power drop of the first type. Furthermore, when ωr of the first type fall to ωr,m1, the wind farms enter the power-buffer interval and their output power greatly decreases. The second type of wind farms must also be activated. Thus, the intervention conditions for the second type of wind farms are:

ΔUdc,W2=0                                                   ΔUdc<ΔUdcmar2ΔUdc-sign(ΔUdc)ΔUdcmar2    ΔUdcΔUdcmar2 (33)

where ΔUdcmar2 is the DC voltage deviation of the WFVSC connected to the second type of wind farms when the first type satisfies the termination conditions.

Whether the second type of wind farms provide frequency support for a disturbed AC system or compensates for the power deficit caused by the rotational speed recovery of the first type, they must continue to support power until their frequency-regulation resources are exhausted. Thus, the termination conditions for the second type of wind farms are:

ωr=ωr,m1 (34)

To preferentially utilize the DC capacitor energy storage and kinetic energy of the WT during the early frequency-regulation stage, the GSVSCs connected to normal AC systems are converted from droop control to fixed-power control. When the second type of wind farms met the termination condition, the normal GSVSCs restart the droop control to continue regulating the frequency or provide power support for WT rotational speed recovery. Thus, normal GSVSCs use DC voltage droop control with a deadband, as shown in Fig. 7, where Udc,0 and PG,0 are the initial values of the DC voltage and active power of the normal VSC, respectively; and Udc,1 is the activated DC voltage of a normal GSVSC.

Fig. 7  Control strategy of normal GSVSC.

A control block diagram of the hierarchical partitioned frequency-regulation scheme is presented in Fig. 8.

Fig. 8  Control block diagram of hierarchical partitioned frequency-regulation scheme.

When a power supply-demand imbalance emerges in an onshore AC system, the generators begin frequency regulation. If the regulation capacity of a disturbed AC system is insufficient, DC capacitor energy storage is preferred for frequency support. If the frequency deteriorates further, the two types of wind farms provide frequency support according to their respective frequency-regulation capabilities. After frequency support provided by the wind farms, the VSCs connected to the normal AC system use droop control to share the unbalanced power caused by the rotational speed recovery of the WT to ameliorate multiple frequency dips.

E. Small-signal Stability Analysis

To study the stability of KD and Ki of the VIIC, a frequency stability analysis model including the PMSG machine-side converter and the WFVSC has been established using a small-signal model of the VSC [

38]. The detailed small-signal analysis model and control parameters are presented in Appendix A Fig. A1 and Table AI. The analysis results are presented in Fig. 9.

Fig. 9  Small-signal stability analysis results for KD and Ki. (a) Root locus of KD from 0 to 50. (b) Root locus of Ki from 0 to 50.

In Fig. 9(a), as KD increases from 0 to 50, a pair of eigenvalues crosses the imaginary axis and enters an unstable state. The critical value of KD is 42.5, which far exceeds its normal value. Moreover, when Ki increases from 0 to 50, all eigenvalues move to the left of the imaginary axis in Fig. 9(b), indicating that there is no stability concern. The small-signal stability study in Fig. 9 demonstrate that within the normal parameter range, VIIC does not affect stable operation of the WT.

IV. Simulations

A simulation model of the VSC-MTDC system shown in Fig. 1 has been built using PSCAD/EMTDC to validate the efficiency of the cooperative frequency-regulation scheme. The simulation model parameters are presented in Appendix A Table AII.

A. Verification of WT Adaptive Frequency-regulation Scheme

1) Slight Power Disturbance Verification

When t=15 s, the load of AC system 3 (AC3) suddenly increases by 50 MW, and only wind farm 1 (WF1) is engaged in frequency regulation; v=10 m/s. Mode 1 is the scheme used in this paper. Mode 2 is the strategy without frequency support, and Mode 3 is the approach used in [

39]. The simulation results are depicted in Fig. 10, where f3 is the frequency of AC3; and PW,1 and ωr,1 are the active power and rotational speed of WF1, respectively.

Fig. 10  Frequency-regulation results with a small power disturbance.

In Fig. 10, if no additional frequency-regulation scheme is used, f3 rapidly decreases to 49.76 Hz. When Mode 3 detects a drop in f3, PW,1 increases from 450 MW to 495 MW to provide frequency support for AC3. Limited by the response speed of the PI, f3 stabilizes at 49.94 Hz after slight fluctuation. At t=45 s, ωr,1 drops to 0.71 p.u., and Mode 3 starts rotational speed recovery. PW,1 gradually drops to 386 MW, causing f3 to drop to 49.32 Hz, with a significant SFD. Furthermore, PW,1 increases to 494 MW after using the adaptive VIIC and decreases when ωr,1 drops. However, f3 is always greater than 49.87 Hz. Compared with Mode 3, the decrease does not exceed 0.07 Hz, and the frequency-support time is extended from 30 s to 35 s. The minimum value of f3 during the restoration stage of Mode 1 is 49.64 Hz, which is 0.32 Hz higher than that in Mode 3. Figure 10 illustrates that the adaptive VIIC maintains a high frequency for an extended time during the early stage of a minor power disturbance, seeking time for subsequent frequency regulation.

2) Large Power Disturbance Verification

At t=15 s, the load of AC3 suddenly increases by 100 MW; and the other conditions remain unchanged.

Relying only on the frequency-regulation capacity of AC3, f3 rapidly drops to 49.52 Hz, as shown in Fig. 11. Mode 3 increases PW,1 by 45 MW to achieve frequency regulation, and f3 increases to 49.74 Hz. During the restoration stage, the minimum f3 of Mode 3 is 49.21 Hz. However, Mode 1 rapidly increases PW,1 to 540 MW when the AC3 load changes substantially, and the decline in f3 is significantly reduced. With the release of kinetic energy from the WT, the power support provided by WF1 gradually decreases to 510 MW, and f3 remains greater than that in Mode 3. Furthermore, the rotational-speed recovery of Mode 1 is smoother and the minimum f3 is 0.28 Hz higher than that in Mode 3. Figure 11 shows that when the load variation is large, adaptive VIIC rapidly increases the frequency-support power, and the frequency decline is significantly slowed. The SFD improves substantially during the restoration stage.

Fig. 11  Frequency-regulation results with a large power disturbance.

B. Verification of WT Power Adaptation Approach

When t=15 s, the load of AC3 suddenly increases by 100 MW; when t=25 s, v increases from 10 m/s to 11 m/s; and when t=60 s, v decreases to 8.5 m/s.

Due to the change of WF1 output power induced by the change in v, f3 in Mode 2 decreases from 50 Hz to 49.52 Hz, then gradually increases to 49.72 Hz, and decreases to 49.11 Hz. Mode 3 maintains PW,1 at 495 MW during the frequency-support stage, wasting the potential increase of mechanical power as v increases. However, during the restoration stage, v decreases significantly; the mechanical power of the WT is less than the electromagnetic power, and ωr,1 decreases. To prevent ωr,1 from falling below 0.7 p.u. and causing the WT to stall, Mode 3 should run at 0.7 p.u.. In Mode 1, the reference value of active power is transitioned by (14) at 25 s, such that PW,1 increases after v increases, and f3 increases from 49.86 Hz to 49.96 Hz, considerably improving the frequency state of AC3. Mode 1 uses (22) to convert Prec after v drops during the restoration stage, and ωr,1 restarts recovery after a slight decline. Figure 12 demonstrates that the adaptation approach to variable wind speeds makes full use of the real-time frequency resources of the WT during the frequency-regulation stage and switches states in time during the restoration stage to effectively avoid the risk of WT stalling.

Fig. 12  WFVSC1 frequency-regulation results with variable wind speed.

C. Verification of Cooperative Frequency-regulation Scheme

The load on AC3 suddenly increases by 100 MW at t=15 s. When t=25 s, v of WF1 increases from 10 m/s to 11 m/s; when t=60 s, v decreases to 10.5 m/s. When t=34.2 s, v of WF2 increases from 10 m/s to 11 m/s; when t=79.2 s, v decreases to 10.5 m/s. Mode 4 uses only wind farms for frequency regulation, whereas Mode 5 uses only normal GSVSCs. The simulation results are shown in Fig. 13, where PW,2 and ωr,2 are the active power and rotational speed of WF2, respectively; PG,3 and PG,4 are the active power of GSVSC3 and GSVSC4, respectively; and Udc,3 is the DC voltage of GSVSC3.

Fig. 13  Simulation results with cooperative frequency-regulation scheme. (a) PW,1. (b) ωr,1. (c) PW,2. (d) ωr,2. (e) PG,3. (f) Udc,3. (g) PG,4. (h) f3.

Mode 4 uses WF2 to compensate for the power shortage generated by WF1, ensuring that f3 remains above 49.85 Hz. However, after WF2 begins to recover, PW,2 decreases from 413 MW to 368 MW, causing f3 to decrease to 49.72 Hz and Udc,3 to decrease to 383 kV. Although WF2 improves the SFD of WF1, the third frequency dip (TFD) threatens the stability of the frequency and DC voltage. In Mode 5, GSVSC4 shares unbalanced power through droop control. After f3 decreases from 50 Hz to 49.68 Hz, it fluctuates slightly with the changes of wind speed of WF1 and WF2. After Mode 1 detects a frequency drop, WF1 uses an adaptive VIIC to quickly implement power support such that f3 is maintained above 49.75 Hz. Furthermore, consistent with Mode 4, WF2 improves the SFD of WF1. GSVSC4 is activated by the cooperative frequency-regulation scheme to compensate for the power deficiency when WF2 performs rotational speed recovery. Compared with Mode 4, the deviations of f3 and Udc,3 decrease, and the TFD is significantly improved. Cooperative frequency-regulation scheme uses the first type of wind farms for high-quality frequency support, alleviates the SFD with the second type of wind farms, and prevents severe TFD with normal GSVSCs.

V. Conclusion

This paper proposes a novel frequency-regulation scheme for VSC-MTDC system with offshore wind farms to address the problems of insufficient flexibility of the VIIC of WTs and poor adaptability of frequency-regulation schemes to the changes of wind speed.

1) The adaptive frequency-regulation control dynamically adjusts the WT support power according to the system frequency status and frequency-regulation capacity of the WT. When the system load change is minor, adaptive VIIC provides appropriate power support and effectively extends the WT frequency-support time. Power disturbances are fully supported when the system load changes drastically, which significantly improves frequency stability during the early stages of a power disturbance.

2) The power adaptation technique at variable wind speeds dynamically adjusts the basic power and fully utilizes the frequency-regulation resources of the WT during the frequency-support stage. During the restoration stage, the WT power should be reasonably changed to successfully complete rotational speed recovery and prevent WT stalls resulting from excessive wind speed drops.

3) The hierarchical partitioned frequency-regulation scheme uses a step frequency-support sequence that fully utilizes the frequency-regulation potential of each link in the VSC-MTDC system. The sequential frequency-regulation scheme provides outstanding regulation performance and reduces the SFD caused by the first type of wind farm. The participation of normal GSVSCs prevents a TFD during the restoration stage of the second type of wind farms.

Appendix

Appendix A

A frequency response model of the PMSG machine-side converter and WFVSC is developed based on [

38] to analyze the small-signal stability, as shown in Fig. A1, where PP is the active power of PMSG; and ud0 and Udc0 are the linearized initial values of ud and Udc, respectively.

Fig. A1  Frequency stability analysis model of PMSG integrated to power grid via WFVSC.

Parameters of frequency stability analysis model are listed in Table AI.

TABLE AI  Parameters of Frequency Stability Analysis Model
SymbolDefinitionValue
Udc,ref DC voltage reference value 400 kV
f* AC system frequency reference value 50 Hz
Ceq Equivalent DC capacitance of MMC 1800 μF
Kowf Frequency-conversion coefficient of WFVSC 1 p.u.
KD Equivalent damping coefficient 1.5 p.u.
Ki Equivalent inertia coefficient 1.8 p.u.
kp1 Proportional coefficient of d-axis outer-loop of machine-side converter of PMSG 0.01 p.u.
ki1 Integral coefficient of d-axis outer-loop of machine-side converter of PMSG 100 p.u.
kp2 Proportional coefficient of d-axis inner-loop of machine-side converter of PMSG 0.5 p.u.
ki2 Integral coefficient of d-axis inner-loop of machine-side converter of PMSG 100 p.u.
Rs Equivalent AC resistance of machine-side converter of PMSG 0.3142 Ω
Lm Equivalent AC inductance of machine-side converter of PMSG 0.021 H

The parameters of the simulation model are listed in Table AII.

TABLE AⅡ  Parameters of Simulation Model
SymbolDefinitionValue
Uac,ref AC voltage reference value 220 kV
Pref,P,1 Active power reference value of WFVSC1 450 MW
Pref,P,2 Active power reference value of WFVSC2 350 MW
Pref,G,3 Active power reference value of GSVSC3 -300 MW
Pref,G,4 Active power reference value of GSVSC4 -500 MW
KV,3 DC voltage droop coefficient of GSVSC3 0.6667 p.u.
KV,4 DC voltage droop coefficient of GSVSC4 0.4 p.u.
PN Rated power of single WT 5 MW
NW,1 Number of WTs of wind farm connected to WFVSC1 90
NW,2 Number of WTs of wind farm connected to WFVSC2 70

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