对因山火、树障等引起的输电线路较长过程电弧放电故障,频域故障测距算法的稳定性较差。现有的采用双端不同步数据的时域算法,对这种情况仍存在精度不足的问题。为提高时域算法的实用性,以比较从线路两侧计算的故障点电压波形一致性为基...对因山火、树障等引起的输电线路较长过程电弧放电故障,频域故障测距算法的稳定性较差。现有的采用双端不同步数据的时域算法,对这种情况仍存在精度不足的问题。为提高时域算法的实用性,以比较从线路两侧计算的故障点电压波形一致性为基础,提出了时域故障测距方程的数值解法。在分析长过程电弧性故障特征的基础上,给出了算法在实用时的计算过程。基于仿真验证了算法的准确性,并对算法进行了线路参数及测量误差的稳定性验证。利用现场220~1 000 k V不同电压等级的故障数据对算法的实用性进行了分析。展开更多
All step-by-step integration methods available at present for structural dynamic analysis use the displacement, velocity, and acceleration vectors computed at a previous interval for evaluating those at an advanced ti...All step-by-step integration methods available at present for structural dynamic analysis use the displacement, velocity, and acceleration vectors computed at a previous interval for evaluating those at an advanced time step. Hence, an accumulated error will be definitely introduced after such integration. This paper presents a novel time-domain-advance integration method for transient elastodynamic problems in which the exact initial conditions are strictly satisfied for the solutions for each time step. In this way, the accumu- lated error can be eliminated and the approximate solutions will converge to the exact ones uniformly on the whole time domain. Therefore. the new method is more accurate. When applying to a structural dynamic problem, the present mehtod does not have to use the initial acceleration as is required by most other algorithms and the corresponding computation can be avoided. The present method is simple in representation, easy to be programmed, and especially suitable for accurate analyses of long-time problems. The comparison of numerical results with exact ones shows that the present method is much more accurate than some most widely used algorithms.展开更多
文摘对因山火、树障等引起的输电线路较长过程电弧放电故障,频域故障测距算法的稳定性较差。现有的采用双端不同步数据的时域算法,对这种情况仍存在精度不足的问题。为提高时域算法的实用性,以比较从线路两侧计算的故障点电压波形一致性为基础,提出了时域故障测距方程的数值解法。在分析长过程电弧性故障特征的基础上,给出了算法在实用时的计算过程。基于仿真验证了算法的准确性,并对算法进行了线路参数及测量误差的稳定性验证。利用现场220~1 000 k V不同电压等级的故障数据对算法的实用性进行了分析。
文摘All step-by-step integration methods available at present for structural dynamic analysis use the displacement, velocity, and acceleration vectors computed at a previous interval for evaluating those at an advanced time step. Hence, an accumulated error will be definitely introduced after such integration. This paper presents a novel time-domain-advance integration method for transient elastodynamic problems in which the exact initial conditions are strictly satisfied for the solutions for each time step. In this way, the accumu- lated error can be eliminated and the approximate solutions will converge to the exact ones uniformly on the whole time domain. Therefore. the new method is more accurate. When applying to a structural dynamic problem, the present mehtod does not have to use the initial acceleration as is required by most other algorithms and the corresponding computation can be avoided. The present method is simple in representation, easy to be programmed, and especially suitable for accurate analyses of long-time problems. The comparison of numerical results with exact ones shows that the present method is much more accurate than some most widely used algorithms.
