2.1. Dynamic Modeling of Inverter-Based Resources
IBRs form the backbone of future low-inertia power systems, where frequency dynamics are dictated by the control strategies embedded in power electronic interfaces. Two predominant types of IBRs—grid-forming (GFM) and grid-following (GFL) inverters—exhibit fundamentally different dynamic responses to system disturbances due to their control architectures.
A general GFL control system is shown in
Figure 1. GFL inverters are the most commonly deployed type. They operate based on a phase-locked loop (PLL), which estimates and tracks the grid frequency and phase angle at the point of inter-connection (POI) [
20]. Their primary function is to maintain pre-set active and reactive power outputs, with limited ability to regulate local frequency or voltage. Consequently, GFLs respond passively to disturbances, adjusting internal references according to external grid signals.
Although both GFL and GFM inverters can emulate virtual inertia and damping, GFM inverters consistently outperform GFLs in terms of frequency nadir improvement and RoCoF mitigation [
21]. GFM inverters achieve this with reduced control effort and less synthetic inertia. Studies have shown that while GFL inverters can be enhanced with droop-based frequency control [
22], GFM inverters provide more effective support in both frequency and voltage regulation. In particular, GFMs directly regulate terminal voltage and frequency, enabling faster and more accurate responses to grid disturbances.
Given these advantages, it is recommended to allocate GFMs for ancillary services and GFLs for Maximum Power Point Tracking (MPPT) to optimize both energy extraction and grid stability [
23]. The power reference tracking behavior of a GFL inverter is described by:
where
P* is the power setpoint, and
Pe is the actual power output, indicating that GFL inverters effectively behave as negative loads in the absence of frequency control.
A general GFM control system is illustrated in
Figure 2. In contrast to GFL inverters, GFM inverters autonomously establish voltage and frequency at their terminals. They dynamically adjust their internal voltage and frequency in response to deviations in power injection, making them particularly suitable for weak grid conditions or islanded operation scenarios.
A GFM inverter implementing active power droop control with low-pass filtering can be described by the transfer function:
where
R is the droop gain and
is the time constant of the low-pass filter. The system has a single real pole at:
indicating fast and stable frequency response.
The time domain differential form is:
which yields the swing equation-like state-space form:
with equivalent inertia and damping identified as:
These parameters demonstrate how droop gain and filter time constant shape the inverter’s synthetic inertial response, reinforcing the suitability of GFM inverters for frequency and voltage regulation in fully inverter-based systems
2.2. Local Frequency Dynamics in IBR-Dominated Power Systems
In IBR-dominated power systems, the local generator-side frequency dynamics can be expressed as:
where Δ
δG and Δ
ωG denote the rotor angle deviation and the frequency deviation, respectively, and Δ
PG is the incremental active power injection.
M and
D are the equivalent inertia and damping constants.
ω0 = 2
πf0 is the nominal electrical angular frequency, with
f0 being the rated system frequency.
At node
i, the active power injection is governed by:
The linearized power–angle relationship is given by:
where
H is the Jacobian matrix with elements:
The system is partitioned into generator (
G) and load (
L) nodes, where
G includes all GFM units, and
L includes both conventional loads and GFL inverters, which effectively behave as negative loads in the absence of frequency control:
Substituting into the linearized equation yields:
Solving for Δ
δL and substituting:
Define:
Then the reduced generator-side relation becomes:
Substituting into the frequency dynamics yields:
The complete state-space form is:
This results in a 2nG-order linear time-variant (LTV) system, where:
- (1)
The state vector comprises nG rotor angle deviations and nG frequency deviations.
- (2)
The input vector ΔPL represents load-side active power disturbances.
- (3)
The system matrices A and B have dimensions 2nG × 2nG and 2nG × nL, respectively.
Assuming the reduced Jacobian matrices
Hred and
HL are computed based on the pre-disturbance voltage magnitudes and angles, i.e., using
V and
δ values at the steady-state operating point before any disturbance, the voltage magnitudes are treated as constant, an assumption commonly adopted in analytical frequency studies [
24,
25]. In weak, low-inertia grids, voltage fluctuations can be significant, but grid-forming inverters with Q–V control can effectively support and stabilize the voltage [
26]. Thus, the system can be approximated as a linear time-invariant (LTI) model:
where
V0 and
δ0 denote the pre-disturbance voltage magnitudes and angles. It should be noted that, when inverter voltage control is compromised, for example under extreme contingencies or when control inputs reach saturation limits, voltage deviations may become substantial, introducing nonlinear effects that violate the LTI approximation.
From the LTI model, the system modes and spatial–temporal frequency distribution are influenced by the heterogeneity of equivalent inertia M and damping D across nodes. Variations in M and D cause differences in frequency responses Δωi among nodes, leading to pronounced spatial–temporal patterns.
Additionally, the location and magnitude of load-side disturbances ΔPL affect how these perturbations propagate through the network via the coupling matrix . The matrix represents the sensitivity of generator nodal power injections to load-side disturbances, which is determined by the network topology and the electrical distance between nodes. Specifically, each element ()ij indicates the sensitivity of generator i to a disturbance at load j. While it does not directly reflect the instantaneous current distribution, it quantitatively maps load perturbations to generator responses.
Therefore, the uneven distribution of inertia and damping, combined with longer electrical distances within the network, intensifies spatial–temporal frequency variations. Such variations can degrade system stability and increase the likelihood of protection misoperations. The next section proposes mitigation strategies to enhance network coupling and adaptively regulate inertia and damping, thereby improving overall system resilience.
2.3. Mitigation Strategy
Leveraging the state-space formulation derived in previous sections, RoCoF and steady-state frequency deviations are analyzed to inform a mitigation strategy.
Immediately after a disturbance (at
t = 0
+), the frequency and angle deviations are:
This is because Grid-Forming Inverter-Based Resources (GFM-IBRs) emulate physical inertia through their control loops. As a result, the frequency and angle responses exhibit dynamic continuity and cannot change instantaneously, reflecting the behavior of systems with physical inertia. Substituting into the state-space model gives:
This reveals that the initial RoCoF is spatially distributed and determined by the local power disturbance and local synthetic inertia:
This demonstrates that RoCoF
i(0
+) depends on the disturbance location and magnitude (Δ
PL), network topology and operating states (
), and the synthetic inertia (
Mi) of IBRs. Since RoCoF determines the initial rate and direction of frequency change at each location, it significantly influences the overall frequency transient.
Section 3.2 will analyze the effect of the disturbance location on frequency dynamics and RoCoF, confirming a strong correlation between spatial–temporal frequency patterns and RoCoF distribution.
At the steady state, time derivatives of frequency deviation vanish:
Thus, the linearized frequency response model reduces to the equilibrium condition:
The steady-state frequency deviation vector Δ
is examined. Suppose the frequencies are not synchronized, i.e., they deviate from a common value. This is expressed as:
Here, Δω∞ represents the common (average) frequency deviation, and ε is the deviation from synchronization. The orthogonality condition 1Tε = 0 ensures a unique decomposition into synchronized and desynchronized components.
Substituting this expression into the equilibrium equation yields:
Left-multiplying by
1T and using the fact that
1T (since
Hred is Laplacian-like), we obtain:
Given that
D is diagonal, the term
1TDε = ∑
iDiεi. Since
ε satisfies
1Tε = 0, and
Di > 0, this weighted sum is zero only if
ε =
0. Hence, the only solution consistent with the equilibrium condition is:
This demonstrates that the local frequency dynamics achieve synchronization regardless of generator parameters. This property will be further validated through case studies in
Section 3.2.
Then, the common steady-state deviation is explicitly given by:
Given that steady-state synchronization is guaranteed, the focus is shifted to shaping the transient and steady-state frequency dynamics to enhance spatial resilience and system security.
Ensure uniform RoCoF across all nodes at
t = 0
+:
where
α is pre-defined according to the RoCoF limit (e.g., −2 Hz/s) that ensures each generator proportionally contributes to frequency arrest, thus avoiding spatial imbalances.
Ensure steady-state frequency deviation is within acceptable bounds: to maintain operational security in low-inertia systems, it is essential to limit the synchronized steady-state frequency deviation, given by:
where
is pre-defined according to the safety frequency threshold (e.g., 0.5 Hz). This criterion directly guides the design of total system damping. To avoid excessive configurations, the total damping requirement can be determined by:
To ensure consistency and ease of implementation, the damping coefficients Di are then allocated proportionally to the designed inertias Mi, thus preserving the spatial coordination between inertia and damping.
The overall mitigation framework for shaping spatial–temporal frequency response is illustrated in
Figure 3.
The effectiveness of the proposed strategy will be validated in
Section 3.3, where case studies consider disturbances at different locations and accordingly design the allocation of inertia and damping across generators to mitigate adverse spatial–temporal frequency patterns.