电网技术
電網技術
전망기술
POWER SYSTEM TECHNOLOGY
2014年
8期
2304-2309
,共6页
接地装置%分层土壤%几何坐标变换%平滑函数%有限元模型
接地裝置%分層土壤%幾何坐標變換%平滑函數%有限元模型
접지장치%분층토양%궤하좌표변환%평활함수%유한원모형
grounding device%layered soil%geometric coordinate transform%smooth function%finite element model
冲击电流在分层土壤中的散流过程具有明显的非线性变化特征,从电磁场理论出发,建立了分层土壤结构中接地装置冲击特性分析的有限元模型。在非线性过程的分析中考虑了传导和位移电流,准确地反映了冲击散流的物理过程;针对接地导体与土壤分界面、土壤分层界面的电阻率突变而造成有限元计算不易收敛的问题,采取了具有连续偏导数的平滑阶跃函数进行过渡的方法;在将无限散流空间变换为有限计算区域的问题上,提出了分层结构土壤的几何坐标变换方法,既减少了计算量又保证了计算准确度,并将仿真计算结果与试验结果进行对比分析。结果表明该模型能较好地模拟分层土壤结构中,土壤电离不均匀性和放电通道随机性带来的非线性变化问题,验证了模型的有效性。
遲擊電流在分層土壤中的散流過程具有明顯的非線性變化特徵,從電磁場理論齣髮,建立瞭分層土壤結構中接地裝置遲擊特性分析的有限元模型。在非線性過程的分析中攷慮瞭傳導和位移電流,準確地反映瞭遲擊散流的物理過程;針對接地導體與土壤分界麵、土壤分層界麵的電阻率突變而造成有限元計算不易收斂的問題,採取瞭具有連續偏導數的平滑階躍函數進行過渡的方法;在將無限散流空間變換為有限計算區域的問題上,提齣瞭分層結構土壤的幾何坐標變換方法,既減少瞭計算量又保證瞭計算準確度,併將倣真計算結果與試驗結果進行對比分析。結果錶明該模型能較好地模擬分層土壤結構中,土壤電離不均勻性和放電通道隨機性帶來的非線性變化問題,驗證瞭模型的有效性。
충격전류재분층토양중적산류과정구유명현적비선성변화특정,종전자장이론출발,건립료분층토양결구중접지장치충격특성분석적유한원모형。재비선성과정적분석중고필료전도화위이전류,준학지반영료충격산류적물리과정;침대접지도체여토양분계면、토양분층계면적전조솔돌변이조성유한원계산불역수렴적문제,채취료구유련속편도수적평활계약함수진행과도적방법;재장무한산류공간변환위유한계산구역적문제상,제출료분층결구토양적궤하좌표변환방법,기감소료계산량우보증료계산준학도,병장방진계산결과여시험결과진행대비분석。결과표명해모형능교호지모의분층토양결구중,토양전리불균균성화방전통도수궤성대래적비선성변화문제,험증료모형적유효성。
The process of impulse current scattering into layered soil possesses obvious feature of nonlinear variation. Based on electromagnetic field theory a finite element model is established to analyze the impulse characteristics of grounding device in layered soil. In the analysis on the nonlinear process, both conduction current and displacement current are taken into account to reflect the physical process of impulse current scattering into layered soil accurately. To cope with the problem that the finite element computation is not easy to converge due to the sudden change of resistivity at the boundary surface between the grounding conductor and that between the interfaces of layered soil, a method, in which the smooth step function with continuous partial derivative is used for the transition, is adopted; to transform the infinitive scattering space into finite computational region, a geometric coordinate transform method for the soil with layered structure is proposed, thus the calculated amount is reduced while the computation accuracy can be ensured. Simulation results and experimental results are compared and analyzed, and it is shown that using the proposed model the non-linear variation due to non-uniform ionization of soil and the randomness of discharge channel in layered soil structure can be simulated well, thus the effectiveness of the proposed model is validated.