The specialized equipment utilized in long-line tunnel engineering is evolving towards large-scale,multifunctional,and complex orientations.The vibration caused by the high-frequency units during regular operation is ...The specialized equipment utilized in long-line tunnel engineering is evolving towards large-scale,multifunctional,and complex orientations.The vibration caused by the high-frequency units during regular operation is supported by the foundation of the units,and the magnitude of vibration and the operating frequency fluctuate in different engineering contexts,leading to variations in the dynamic response of the foundation.The high-frequency units yield significantly diverse outcomes under different startup conditions and times,resulting in failure to meet operational requirements,influencing the normal function of the tunnel,and causing harm to the foundation structure,personnel,and property in severe cases.This article formulates a finite element numerical computation model for solid elements using three-dimensional elastic body theory and integrates field measurements to substantiate and ascertain the crucial parameter configurations of the finite element model.By proposing a comprehensive startup timing function for high-frequency dynamic machines under different startup conditions,simulating the frequency andmagnitude variations during the startup process,and suggesting functions for changes in frequency and magnitude,a simulated startup schedule function for high-frequency machines is created through coupling.Taking into account the selection of the transient dynamic analysis step length,the dynamic response results for the lower dynamic foundation during its fundamental frequency crossing process are obtained.The validation checks if the structural magnitude surpasses the safety threshold during the critical phase of unit startup traversing the structural resonance region.The design recommendations for high-frequency units’dynamic foundations are provided,taking into account the startup process of the machine and ensuring the safe operation of the tunnel.展开更多
A time-dependent finite element method (FEM) is developed to analyze the transient hydroelastic responses of very large floating structures (VLFS) subjected to dynamic loads. The hydrodynamic problem is formulated bas...A time-dependent finite element method (FEM) is developed to analyze the transient hydroelastic responses of very large floating structures (VLFS) subjected to dynamic loads. The hydrodynamic problem is formulated based on the linear theory of fluid and the structural response is analyzed based on the thin plate theory. The FEM truncates the unbounded fluid domain by introducing an artificial boundary surface, thus defining a finite computational domain. At this boundary surface an impedance boundary conditions are applied so that no wave reflections occur. In the proposed scheme, all of the procedures are processed directly in time domain, which is efficient for nonlinear analyses of structure floating on unbounded fluid. Numerical results indicate acceptable accuracy of the proposed method.展开更多
In recent years, high-frequency resonance (HFR) events occurred in several modular multilevel converter based high-voltage direct current (MMC-HVDC) projects. The time delay of an MMC-HVDC system is the critical facto...In recent years, high-frequency resonance (HFR) events occurred in several modular multilevel converter based high-voltage direct current (MMC-HVDC) projects. The time delay of an MMC-HVDC system is the critical factor that induces HFR. The frequency coupling affects the impedance characteristics of an MMC and further deteriorates system stability. Therefore, in this paper, a multi-input multi-output admittance model of an MMC-HVDC system is developed to analyze its frequency characteristics. The effects of current loop, power loop, phase-locked loop, and operating point on the MMC frequency coupling degree are analyzed in detail. Meanwhile, to further suppress HFR in the MMC-HVDC system, an enhanced impedance reshaping control strategy based on the equivalent single-input single-output impedance model is proposed. Finally, the accuracy of the enhanced impedance model and the effectiveness of the impedance reshaping control are verified by electromagnetic transient simulations in PSCAD.展开更多
新能源并网逆变器的自同步电压源控制技术对构建以新能源为主体的新型电力系统具有重大意义,然而当弱电网电压发生跌落时,传统的自同步控制方法在低电压穿越(low voltage ride through,LVRT)过程中会出现由于电网阻抗大、相角差大等引...新能源并网逆变器的自同步电压源控制技术对构建以新能源为主体的新型电力系统具有重大意义,然而当弱电网电压发生跌落时,传统的自同步控制方法在低电压穿越(low voltage ride through,LVRT)过程中会出现由于电网阻抗大、相角差大等引起的瞬态电流冲击大、弱电网电压无法维持稳定、电压-电流控制能力须相互平衡等一系列问题。推导了低电压跌落时弱电网电压矢量与弱电网阻抗、并网电流之间的关系以及影响因素,进而提出了一种基于暂稳态阻抗重塑的多状态跟随自同步电压源LVRT控制方法,通过稳态阻抗来平衡电压和电流之间的控制能力;通过暂态阻抗重塑保证了整个过程的电压与电流瞬态控制与平滑过渡能力。为了进一步保证弱网下跌落和恢复过渡过程的平滑切换与稳定运行,提出了基于多状态跟随的暂态控制策略,优先发出无功支撑电网电压,并补偿相角和幅值突变带来的瞬态过电压和过电流冲击,帮助电网电压平稳过渡。最后,在Matlab/Simulink中验证了所提控制方法的正确性与有效性。展开更多
This paper presents a mathematical model to calculate transients in grounding systems. The derived equations arise from direct application of basic electromagnetic equations in frequency domain, whose solution is obta...This paper presents a mathematical model to calculate transients in grounding systems. The derived equations arise from direct application of basic electromagnetic equations in frequency domain, whose solution is obtained by the application of the Moment Methods. A formulation based on experimental measurements is applied to quantify the soil parameters for each frequency. The unified approach is applied in the calculation of the grounding impedance of horizontal electrodes. Results show that the inclusion of frequency dependence of the soil parameters leads to a reduction of the values of grounding impedance, in comparison with results for soils with parameters independent of frequency.展开更多
研究了同群光伏系统等值建模的原理和特点,针对倍乘等值方法的不足,提出一种基于变流器输入阻抗不变的聚合等值方法。以某典型光伏系统为例,在实时数字仿真系统(real time digital simulation system, RTDS)中分别搭建了30台参数相同的1...研究了同群光伏系统等值建模的原理和特点,针对倍乘等值方法的不足,提出一种基于变流器输入阻抗不变的聚合等值方法。以某典型光伏系统为例,在实时数字仿真系统(real time digital simulation system, RTDS)中分别搭建了30台参数相同的1 MW光伏多机参考模型、1台30 MW光伏倍乘模型和1台30 MW光伏聚合模型。通过仿真试验,比对这3个模型在光伏系统公共并网点(point of common coupling, PCC)的故障穿越、有功阶跃、频率偏移等暂态特性及阻抗频率特性。结果表明,3个模型的暂态特性基本相同,倍乘模型与参考模型的阻抗频率特性有明显差异,而聚合模型与参考模型的阻抗频率特性高度一致。展开更多
基金Smart Integration Key Technologies and Application Demonstrations of Large Scale Underground Space Disaster Prevention and Reduction in Guangzhou International Financial City([2021]–KJ058).
文摘The specialized equipment utilized in long-line tunnel engineering is evolving towards large-scale,multifunctional,and complex orientations.The vibration caused by the high-frequency units during regular operation is supported by the foundation of the units,and the magnitude of vibration and the operating frequency fluctuate in different engineering contexts,leading to variations in the dynamic response of the foundation.The high-frequency units yield significantly diverse outcomes under different startup conditions and times,resulting in failure to meet operational requirements,influencing the normal function of the tunnel,and causing harm to the foundation structure,personnel,and property in severe cases.This article formulates a finite element numerical computation model for solid elements using three-dimensional elastic body theory and integrates field measurements to substantiate and ascertain the crucial parameter configurations of the finite element model.By proposing a comprehensive startup timing function for high-frequency dynamic machines under different startup conditions,simulating the frequency andmagnitude variations during the startup process,and suggesting functions for changes in frequency and magnitude,a simulated startup schedule function for high-frequency machines is created through coupling.Taking into account the selection of the transient dynamic analysis step length,the dynamic response results for the lower dynamic foundation during its fundamental frequency crossing process are obtained.The validation checks if the structural magnitude surpasses the safety threshold during the critical phase of unit startup traversing the structural resonance region.The design recommendations for high-frequency units’dynamic foundations are provided,taking into account the startup process of the machine and ensuring the safe operation of the tunnel.
文摘A time-dependent finite element method (FEM) is developed to analyze the transient hydroelastic responses of very large floating structures (VLFS) subjected to dynamic loads. The hydrodynamic problem is formulated based on the linear theory of fluid and the structural response is analyzed based on the thin plate theory. The FEM truncates the unbounded fluid domain by introducing an artificial boundary surface, thus defining a finite computational domain. At this boundary surface an impedance boundary conditions are applied so that no wave reflections occur. In the proposed scheme, all of the procedures are processed directly in time domain, which is efficient for nonlinear analyses of structure floating on unbounded fluid. Numerical results indicate acceptable accuracy of the proposed method.
基金supported by National Natural Science Foundation of China(No.52277102)。
文摘In recent years, high-frequency resonance (HFR) events occurred in several modular multilevel converter based high-voltage direct current (MMC-HVDC) projects. The time delay of an MMC-HVDC system is the critical factor that induces HFR. The frequency coupling affects the impedance characteristics of an MMC and further deteriorates system stability. Therefore, in this paper, a multi-input multi-output admittance model of an MMC-HVDC system is developed to analyze its frequency characteristics. The effects of current loop, power loop, phase-locked loop, and operating point on the MMC frequency coupling degree are analyzed in detail. Meanwhile, to further suppress HFR in the MMC-HVDC system, an enhanced impedance reshaping control strategy based on the equivalent single-input single-output impedance model is proposed. Finally, the accuracy of the enhanced impedance model and the effectiveness of the impedance reshaping control are verified by electromagnetic transient simulations in PSCAD.
文摘新能源并网逆变器的自同步电压源控制技术对构建以新能源为主体的新型电力系统具有重大意义,然而当弱电网电压发生跌落时,传统的自同步控制方法在低电压穿越(low voltage ride through,LVRT)过程中会出现由于电网阻抗大、相角差大等引起的瞬态电流冲击大、弱电网电压无法维持稳定、电压-电流控制能力须相互平衡等一系列问题。推导了低电压跌落时弱电网电压矢量与弱电网阻抗、并网电流之间的关系以及影响因素,进而提出了一种基于暂稳态阻抗重塑的多状态跟随自同步电压源LVRT控制方法,通过稳态阻抗来平衡电压和电流之间的控制能力;通过暂态阻抗重塑保证了整个过程的电压与电流瞬态控制与平滑过渡能力。为了进一步保证弱网下跌落和恢复过渡过程的平滑切换与稳定运行,提出了基于多状态跟随的暂态控制策略,优先发出无功支撑电网电压,并补偿相角和幅值突变带来的瞬态过电压和过电流冲击,帮助电网电压平稳过渡。最后,在Matlab/Simulink中验证了所提控制方法的正确性与有效性。
基金financial support provided by Energetic Company of Minas Gerais(CE-MIG)
文摘This paper presents a mathematical model to calculate transients in grounding systems. The derived equations arise from direct application of basic electromagnetic equations in frequency domain, whose solution is obtained by the application of the Moment Methods. A formulation based on experimental measurements is applied to quantify the soil parameters for each frequency. The unified approach is applied in the calculation of the grounding impedance of horizontal electrodes. Results show that the inclusion of frequency dependence of the soil parameters leads to a reduction of the values of grounding impedance, in comparison with results for soils with parameters independent of frequency.
文摘研究了同群光伏系统等值建模的原理和特点,针对倍乘等值方法的不足,提出一种基于变流器输入阻抗不变的聚合等值方法。以某典型光伏系统为例,在实时数字仿真系统(real time digital simulation system, RTDS)中分别搭建了30台参数相同的1 MW光伏多机参考模型、1台30 MW光伏倍乘模型和1台30 MW光伏聚合模型。通过仿真试验,比对这3个模型在光伏系统公共并网点(point of common coupling, PCC)的故障穿越、有功阶跃、频率偏移等暂态特性及阻抗频率特性。结果表明,3个模型的暂态特性基本相同,倍乘模型与参考模型的阻抗频率特性有明显差异,而聚合模型与参考模型的阻抗频率特性高度一致。