1. Introduction
Renewable energies play a central part in the transition to more sustainable energy production. In the future, it is expected that their contribution will further increase to a significant extent. This leads to the need for higher efforts for renewable energy to contribute to grid stability and to fulfill modern grid requirements.
Here LVRT compliance plays a central role. In case of sudden voltage drops, the wind turbines must stay connected to the grid and are forced to continue with power production once the grid has recovered.
Over the last years, the LVRT requirements have become more demanding in terms of voltage dip depth and duration, and even voltage drops to zero have become part of the requirement for some grid codes. In addition, stricter requirements for the power recovery further push the turbines towards their limit of operation, e.g., for the India grid code CEA 2019 [
1] a power return to 90% is required within one second after voltage comeback.
This trend of more challenging LVRT scenarios is potentially a design driver for the turbines. Thus, LVRT events become part of the design load cases for certification simulation in some guidelines, e.g., the IEC Guideline Edition 4 [
2].
Even if the share of wind turbines with doubly-fed induction generators (DFIG) in new installations is decreasing, the amount was 17.9% in 2018 [
3]. DFIG is still widespread in countries such as China and India [
4,
5,
6].
This requirement led in the last years to the development of several technical solutions to operate various types of wind turbines during LVRT [
7], and for DFIG based wind turbines, specifically [
8,
9]. Special attention has been put on DFIG due to its high sensitivity for grid voltage faults, e.g., the implementation of a control algorithm for rotor and grid side converters [
10], the usage of fault current limiting devices [
11], and investigations of protection elements for the electric components like a crowbar or stator current feedback solution [
12].
Since the main focus of many publications is on simulations, this publication contains measurement results of mechanical loads and the turbine operation itself, including known risks like over-speed and excitation of the drivetrain eigenfrequency of the turbine [
13,
14,
15].
The following two main concerns are addressed in this paper:
Can LVRT events lead to extreme loads in key components like tower and drivetrain, potentially harming the integrity of the turbine?
Can LVRT events interfere with the turbine operation in a way that its boundary conditions such as safety routines and rotational speed-limited components are exceeded leading immediately to disconnection and stoppage of the turbine?
For more insight into these basic questions, we present measurement data of wind turbines for various LVRT scenarios as well as numerical simulations with Flex5 [
16] for more detailed parameter studies where measurement trials are limited.
The basis for the measured signals is an LVRT campaign, which has been performed on a turbine of the manufacturer Suzlon in the 2 MW class with rotor diameters larger than 100 m and a speed limited DFIG. The DFIG includes a DC-link chopper that is active during an LVRT and prevents overcurrent and overvoltage. Moreover, a crowbar is installed as an additional safety element in case of malfunction to protect the converter. During an LVRT event, the control system of the converter maintains a power output that is proportional to the voltage drop at the time. Power return after voltage comeback can be parametrized with appropriate ramp rates. More information about DFIG can be found in [
17].
The turbine is equipped with strain gauges at the high-speed shaft of the drivetrain as well as on the tower bottom. In addition, acceleration sensors at the mainframe monitor the oscillations of the tower top.
For the evaluation of the mechanical loads and the turbine operation we focus on the following items:
acceleration of rotor speed and imminent over-speed due to drivetrain oscillations
drivetrain torque loads at the High-speed-shaft (HSS)
tower bending loads and tower top oscillations
These three issues appear as most sensitive and critical for the turbine during and right after LVRT events. We will quantify the impact of LVRTs on the mechanical loads and the turbine operation in dependency of the LVRT parameter, i.e., the duration and voltage dip depth.
The structure of this publication is as follows: In
Section 2, we will give background information about the measurement campaign itself and then present final results for rotor speed, drivetrain torque, and tower oscillations in a summarized way for the whole set of LVRT scenarios. The measured data are further analyzed and discussed in individual
Section 3,
Section 4 and
Section 5 for each of the three items including simulation results to support and explain the observations.
The results shown in this publication demonstrate the feasibility of DFIG based wind turbines to cope with modern grid codes and in parallel point to the most critical elements in turbine design which may become the bottleneck for compliance to upcoming grid codes.
2. LVRT Events of a Measurement Campaign—Impact on Critical Values
In this section, we show exemplary temporal evolution during an LVRT event of some key sensors which are in the focus for the entire paper. This will guide to the critical parts of turbine loads and operation which are then discussed individually in more detail in the subsequent sections.
Afterward, the results are presented for a bunch of different LVRT scenarios which have been part of an entire LVRT campaign.
At first, the main characteristics of an LVRT event are clarified. Since the focus of investigations is on the mechanical structure of the turbine and the turbine operation itself, the following terms are of most interest for an LVRT event:
LVRT dip depth refers to the remaining voltage level during an LVRT event, i.e., a 0% LVRT dip depth refers to a temporary grid loss event. In the entire publication, we are focusing on the simultaneous voltage drop of all three phases.
LVRT duration refers to the duration of reduced voltage levels. In this paper, we are focusing on LVRT events with a rectangular shape of voltage evolution, i.e., a sharp voltage drop to a certain level, a constant reduced level of voltage for the time of the LVRT duration, and finally a sudden voltage comeback. Other temporal evolutions of the voltage drop may occur in reality but are seen as less critical from the loads’ point of view. The measured LVRT events presented in this paper are induced artificially by LVRT test equipment leading to sharp voltage drops and sharp voltage returns.
LVRT power recovery time determines the time from the voltage comeback, i.e., the end of LVRT, to the point where the desired power level is reached. Modern grid codes require a quick power recovery time, e.g., the India grid code CEA 2019 requires achieving 90% of the pre-LVRT power level within one second.
Other LVRT parameters like reactive power and the individual voltage levels of the three current phases, which have to be considered to ensure the operation of the electrical components, are not considered in this publication.
Figure 1 depicts a measured LVRT example with a voltage dip depth of approximately 30% and a duration of 1.1 s. The values are normalized to the pre-LVRT situation, except for the pitch angle given in degrees and for the tower top acceleration where the absolute root mean square values are given.
The voltage dip is preset with an instantaneous drop, a constant plateau at 30%, and an instantaneous return of voltage. The voltage dip leads directly to a sudden drop of power at t = 0 s roughly proportional to the voltage drop. With this decrease of electrical generator power, the turbine quickly speeds-up, since the pitch system is not capable of fully counteracting the sudden speed increase on such short timescales.
Moreover, the sudden loss of electrical power and consequently generator torque induce a strong drivetrain oscillation, which is visible in the generator speed itself as well as visible in the torque signal. The oscillating generator speed already exceeds significantly the initial speed level even before the voltage returns. Here the oscillation frequency is in the order of the eigenfrequency of the drivetrain.
Even the fast responses of pitch drives with a pitch speed of 4°/s used in the shown scenario are not sufficient to fully counteract the rotor acceleration. Higher pitch speeds would slightly improve the situation but especially for the deep and short LVRTs below 20% voltage dip and durations less than one second, the pitch effect is limited on these short timescales.
In
Section 3, the acceleration of speed will be discussed in more detail, whereas in
Section 4 the torque of the generator shaft is under detailed consideration.
On a larger timescale, the tower gets excited as well, where the oscillation can persist for 20–40 s due to the comparatively low damping. Especially in the fore-aft direction, the tower accelerates due to the sudden drop of torque and the subsequent pitch in and out activity to control the turbine speed, see the tower top acceleration in the bottom panel of
Figure 1.
Section 5 focuses on these accelerations and the corresponding tower bottom bending moments.
All three signals, namely, generator speed, drivetrain torque, and tower moments play an important role in the turbine design for the loads themselves and for the proper turbine behavior within its specified range and are therefore in the focus of LVRT measurement campaigns.
In the following, we present various LVRT measurements with different LVRT parameter settings performed at one 2-MW-class wind turbine. The results are displayed in
Figure 2 where the maximum observed values for the generator speed (
Figure 2a), the drivetrain torque at the high-speed shaft (
Figure 2b), and the maximum RMS tower top acceleration (
Figure 2c) are given.
For the generator speed and the drivetrain torque, the maximum values are given in percentage relative to the expected values above rated wind speed. For tower top acceleration the absolute maximum RMS values are shown.
Open circles reflect the pre-LVRT value right before the voltage drop and the filled circles correspond to the maximum observed values during and after the LVRT event. The color code represents the four parameter sets of LVRT scenarios as described in the legend. The chosen parameter sets reflect the grid requirement that the turbine has to stay connected for longer times in case of less deep voltage dip depths.
For the generator speed (
Figure 2a), maximum values of almost 10% above the rated speed have been measured. Moreover, higher dip depths appear as more critical for the turbine compared to longer but less deep LVRTs. More detailed analyses are given in
Section 3.
The drivetrain torque (
Figure 2b) shows even an increase of 40% where the 0% LVRT is clearly the most critical scenario. This is further discussed and analyzed in
Section 4.
Even for the tower top acceleration (
Figure 2c), there is a clear impact from the LVRT event visible. The tower shakes considerably harder with increasing voltage dip depth, see
Section 5 for more details.
3. Rotor Acceleration during LVRT—Avoiding over Speed and Staying Connected
To fulfill the grid requirement, it is essential that the turbine keeps connected to the grid and does not shut down during a low voltage event. In
Section 2, it was clearly shown that the instant drop of electrical power leads to a sudden speed-up which could be harmful to the turbine.
To protect the turbine and its components, the speed range is limited, which determines the operational boundary conditions during an LVRT event.
Hence the major goal of turbine control during LVRT is to reduce the overall speed-up of the turbine, and, in particular, the drivetrain oscillations to a non-critical level below the turbine-specific trigger threshold for the rotational speed.
The maximum observed generator speed values for eleven selected LVRT events of a measurement campaign are displayed in
Figure 2a. All scenarios refer to voltage drops in all three current phases and are performed at rated power. The four different classes of LVRT parameter sets are distinguished by color-coding. The following conclusion can be deduced:
The initial values right before the LVRT (open circles of the different LVRT events) are not constant but are spread around the rated point of speed operation due to the fluctuating wind speed. Already high initial speed values will be passed through the final maximum speed value during LVRT. Therefore, unfavorable wind gusts right before the LVRT can increase the criticality with regards to over-speed.
The increases of generator speed illustrated as distances between open and full circles indicate that deeper voltage dips lead to higher maximum rotational speeds. Only the two most severe scenarios of 15% for one second and 0% dip depth for 0.5 s show similar speed increases. This finding clearly shows that the rotor acceleration is affected by both voltage dip depth and duration of LVRT.
LVRT events lead to a significant generator speed increase of up to 10%, which is already challenging for the turbine to stay within its operational limits. The presented results in
Figure 2 would show even higher values without appropriate intelligent control strategies which are applied on the investigated Suzlon wind turbine. It is worth mentioning that even the 0% LVRT is manageable with DFIG based wind turbines.
To investigate in more detail the impact of voltage depth and duration on the acceleration of the drivetrain, we have performed a numerical simulation with the aero-elastic wind-turbine program Flex5 (Lyngby, Denmark) [
16]. For rated wind speed, the simulations are evaluated with respect to the maximum occurred generator speed. Here, it is already considered that for lower voltage dip depth, the turbine has to stay connected for higher LVRT durations.
In
Figure 3, these results are plotted dependent on the voltage dip depth and the LVRT duration, where the color, as well as the z-coordinate, refers to the maximum generator speed value for each combination.
Obviously, there is no strictly proportional trend between LVRT duration and the maximum final speed of the turbine. The results show a wave-like contribution of the maximum generator speed, which reflects the oscillatory behavior of the drivetrain during the LVRT event.
The findings are the following:
Overall, the maximum generator speed occurs with increasing duration and deeper voltage drop of the LVRT, see the highest speed values in the dark red color at the edge of lowest voltage and highest duration.
Additionally, the maximum occurring speed shows a wave-like distribution dependent on LVRT duration with a period time of roughly 0.6 s which corresponds in that simulation to the used eigenfrequency of 1.5 Hz of the drivetrain. The amplitude of these waves increases with deeper LVRT dip depth.
4. LVRT Impact on Drivetrain Torque Loads
The excitation of oscillation in the drivetrain is not only critical with regards to rotor speed but also from the loads’ perspective. In the following section, we will show the different contributors to the overall drivetrain torque during an LVRT event. This helps in the following discussion of measured maximum torque values in the LVRT campaign from
Figure 2.
Figure 4 shows the measured drivetrain torque during an LVRT scenario of a voltage dip depth of 50% and duration of 2 s. Here the black line refers to the drivetrain torque measured with strain gauges at the high-speed shaft of the drivetrain.
As previously discussed, the sudden drop of electrical power induces strong oscillation in the drivetrain torque which persists for a long time due to low damping even when the voltage is back again. Therefore, the maximum observed torque occurs when the electrical power is fully back since, here, the oscillating torque
Tinertia superposes with the full air gap torque
Telectr of the generator.
These two contributors to the torque can be well disentangled with two simple approaches based on the measured generated power and the rotational speed of the wind turbine.
The air gap torque is illustrated by the red line and can be derived from the electrical power of the generator via:
which follows, in good approximation, the evolution of power.
The strong oscillations on top of the air gap torque can be well approximated with a simple model of a one-mass swing element which represents the components of the drivetrain. Its moment of inertia will contribute to the total torque load according to:
where
IHSS is the moment of inertia of the high-speed shaft drivetrain components, mainly the generator. The sum of both, air gap torque and the oscillatory part of the torque is represented by the green line in
Figure 4 and is in good agreement with the strain gauge measured torque signal.
This example emphasizes the huge impact of the excited drivetrain oscillation on the overall maximum torque during and after an LVRT event.
For the various LVRT events, the maximum measured torque values are displayed in
Figure 5, which relates to
Figure 2b. The open circles again reflect the initial value right before the voltage drop and are spread near 100%, which corresponds to the expected torque values at rated power production of the wind turbine.
The full circles reflect the maximum torque values while or after LVRT. It is noticeable that the torque increase can differ strongly even for LVRT events with similar parameters, i.e., for second and third LVRT events of 70% voltage dip depth. This indicates that, especially for the less deep voltage drops, the maximum torque is not only affected by the power drop but also dependent on the wind situation and the actual power evolution during the sudden drop and sudden return of the voltage.
The maximum torque values of the majority of LVRT events are in the range of 105–125% of the nominal torque. The worst-case scenarios are clearly the 0%-LVRTs, which show torque increases up to 140%.
The right subplot of
Figure 5 shows the time evolution of this worst-case 0%-LVRT event to get more insight into the dynamical behavior of the drivetrain. It is striking that the immense power drop to zero leads to a sign change in the torque down to a value of −50% whereas for a 15%-LVRT event, the torque stays in the positive direction (not shown in the plot). This overshooting of torque leads to strong torque oscillation and therefore to the observed high maximum torque. This may bear the risk to be design driving for the main shaft and its components.
5. Tower Loads and Tower Top Accelerations during LVRT Events
The showcase example in
Figure 1 of
Section 2 has shown that LVRT events do not only lead to significant oscillations of the drivetrain but also impact the tower movement on a longer time scale. Here are the following two effects that contribute the most:
The sudden loss of aerodynamic rotor thrust due to the electrical power drop leads to tower bending motions in the fore-aft direction as well as to an impulse on the side-side motion.
The sudden increase of rotational speed will trigger the controller to pitch out immediately, where overshooting effects are likely to happen.
Since the pitch system and the tower reaction happen at a timescale of seconds, the highest amplitude of tower oscillation is reached some seconds after the LVRT, see
Figure 1.
The tower top accelerations for different LVRT scenarios are shown in
Figure 2c. Here a clear correlation between voltage dip depth and observed tower movement is visible. The highest accelerations of up to 1.2 m/s
2 are monitored for the deepest LVRT dip depths of 0% and 15%.
In order to evaluate the severity of tower movement with respect to loads, we have measured additionally the tower bottom bending moments in the fore-aft direction. The results are plotted in
Figure 6 for normal operation (
Figure 6a) and execution of different LVRT scenarios (
Figure 6b).
For both,
Figure 6a,b, the load distribution of tower bottom bending moments in the fore-aft direction is plotted versus wind speed. The color indicates the number of recorded data points and therefore reflects some kind of load duration distribution dependent on wind speed.
Figure 6a shows data points of normal wind turbine operation, accumulated over a time of approximately one month for various wind conditions. Here the shape of the distribution clearly reflects the fact that the highest observed tower bending moments are observed at around rated wind speed of 9 m/s where the rotor aerodynamics leads to the highest rotor thrust.
The same analysis of tower bending moments in the fore-aft direction is shown on
Figure 6b for the previously discussed LVRT events at various voltage dips and durations. Thus, the limited time of operation and henceforth the reduced number of data points lead to a different coloration, see color bar legend. However, the trend of maximum observed tower bending moments at rated wind speed is visible as well.
In addition to the typical hook-shaped distribution from normal turbine operation, fine traces appear on top of this distribution towards higher and lower bending moments. These trails mark the evolution of tower bending moments during the variety of different performed LVRT events.
This wind speed-based comparison between LVRT driven tower loads (b) and expected loads during normal operation (a) enables meaningful conclusions about the impact of LVRT events on tower loads:
It is clearly visible that most of the LVRT events have been performed near rated wind speed where the tower loads are expected to be the highest.
Some traces of the LVRT events show load increases up to 125% depending on the specific LVRT scenario as well as on the wind conditions during the LVRT.
These results are not critical with respect to extreme load conditions for the tower. Design driving scenarios for the tower bottom extreme loads are typically idling scenarios during storm conditions or error scenarios with subsequent braking of the turbine. These extreme loads are typically twice as much as the loads during normal operation. Nevertheless, the significant acceleration of the tower during LVRTs may have to be considered in the turbine monitoring system to avoid false alarm turbine stoppage.
In addition to the observed tower bottom loads in a measured LVRT campaign, we performed LVRT simulations with Flex5 to have a more detailed view of the sensitivity of tower vibration to the LVRT parameter dip depth and LVRT duration.
Figure 7 displays, on the right side, the maximum observed tower top acceleration in the fore-aft direction in m/s
2, dependent on the LVRT duration and dip depth. In addition, three selected time series of 50% dip depth scenarios for different LVRT duration are shown on the left panel.
It is well visible that the tower movement is triggered by the fast pitch-out activity leading to the fore-aft tower bending against wind direction, see the deflection of the tower in the 4th row. For a longer LVRT duration, the turbine is pitching out for a longer time leading to a higher deflection within the first period of tower movement. Subsequently, the tower is moving back and starts oscillating with its eigenfrequency. When the power returns the turbine pitches back to its original value and pushes the tower in the wind direction. For the LVRT event of 600 ms, red line, this pitch-in activity is in phase with the swing-back of the tower leading to higher overall tower acceleration compared to the LVRT event of 1200 ms.
This phase-dependency between pitch activity and tower movement is also visible in the false-color plot on the right side of
Figure 7. Here the following conclusion can be drawn:
- −
Highest tower top accelerations are observed for the deepest voltage drops
- −
The return of voltage and the subsequent pitch activity has a significant influence on the final observed maximum tower acceleration. It appears that certain time windows are more critical, i.e., a twofold peak structure appears, which is in detail discussed in the corresponding time series to the left.
The simulation results confirm that LVRT events temporarily lead to significant tower vibrations with respect to normal operation but not to a level where they become critical for the integrity of the turbine.
6. Summary and Outlook
Various LVRT events of different parameters have been carried out in an LVRT measurement campaign for Suzlon wind turbines in the 2 MW class with rotor diameters larger than 100 m and a DFIG-based power system.
The measurement results clearly show that sudden drops of voltage are challenging scenarios for wind turbines and lead to significant impacts on mechanical loads.
The overall acceleration of the rotor in combination with significant oscillations in the drivetrain after the voltage drop can bring the turbine close or even beyond its operational limits, especially for long and deep LVRT events.
These drivetrain vibrations are also manifested in the torque signal, where the additional oscillating moment of inertia of the drivetrain lead to temporary values, which are up to 40% higher than the average torque during rated power production and may have to be considered in the design of the drivetrain components.
For the tower, it could be shown that LVRT events come with significant tower movements and accelerations up to 1.2 m/s2. Simultaneous measurements of tower bottom bending moments exhibit loads that can be up to 125% higher than during normal operation but are still below values from typical design driving events.
All in all, it appears that the sudden increase in rotor speed and the temporary swing-up of drivetrain torque push the turbine to its limits and are the most challenging problems to tackle.
Nevertheless, it was shown that even critical LVRT events with 0% voltage dip depth, duration of 0.5 s, and power recovery to 90% within 1 s are still feasible with multi–Megawatt DFIG-based wind turbines.
In the future, it is expected that new and stricter grid code requirements will further demand additional support from wind turbines. At the same time, the active response to grid frequency fluctuations and the response to multiple consecutive LVRT will stress the mechanical components of the turbine even further.