Analysis of Active RoCoF Response Power of Gridforming System at Unit- and Plant-Level

This paper presents a model-based analysis of the active rate of change of frequency (RoCoF) response power in a grid-forming (GFM) system at both unit and plant levels. Each unit response is first analytically decomposed into three components: ramp-up/down, constant, and damped (oscillatory/exponential). It is then revealed that plant topology and variations in cable lengths among units can cause unit response power imbalances through power synchronization loops, leading to unit interactions. These interactions shape the dynamic characteristics of the damped component, at the unit level-affecting overshoot and settling time-while having only a minor effect at the plant level.

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Published
2025-06-22
DOI
https://doi.org/10.1109/pedg62294.2025.11060394
Citations
1
Primary Topic
Vibration and Dynamic Analysis
Type
article
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1.21
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Analysis of Active RoCoF Response Power of Gridforming System at Unit- and Plant-Level

Fangzhou Zhao, Xiongfei Wang, Siqi Wu
1 citations
Vibration and Dynamic Analysis
1.21
article

Analysis of Active RoCoF Response Power of Gridforming System at Unit- and Plant-Level

Fangzhou Zhao, Xiongfei Wang, Siqi Wu
article en
1 citations

Abstract

This paper presents a model-based analysis of the active rate of change of frequency (RoCoF) response power in a grid-forming (GFM) system at both unit and plant levels. Each unit response is first analytically decomposed into three components: ramp-up/down, constant, and damped (oscillatory/exponential). It is then revealed that plant topology and variations in cable lengths among units can cause unit response power imbalances through power synchronization loops, leading to unit interactions. These interactions shape the dynamic characteristics of the damped component, at the unit level-affecting overshoot and settling time-while having only a minor effect at the plant level.

KTH Royal Institute of Technology (SE), Aalborg University (DK)
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Openalex Percentile: Top 19%
Vibration and Dynamic Analysis
1.21
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