d/m | 地面/% | 高建筑物侧面/% | 高建筑物顶面/% |
0 | 0 | 0 | 100 |
100 | 0 | 0 | 100 |
200 | 0 | 1 | 99 |
300 | 0 | 4 | 96 |
400 | 4 | 23 | 74 |
500 | 25 | 34 | 41 |
600 | 54 | 31 | 15 |
700 | 84 | 14 | 2 |
Citation: | Liao Yihui, Lü Weitao, Qi Qi, et al. Simulation of various connecting patterns during the lightning connection process based on the stochastic lightning leader model. J Appl Meteor Sci, 2016, 27(3): 361-369. DOI: 10.11898/1001-7313.20160311. |
Table 1 Grounding probability at different locations
d/m | 地面/% | 高建筑物侧面/% | 高建筑物顶面/% |
0 | 0 | 0 | 100 |
100 | 0 | 0 | 100 |
200 | 0 | 1 | 99 |
300 | 0 | 4 | 96 |
400 | 4 | 23 | 74 |
500 | 25 | 34 | 41 |
600 | 54 | 31 | 15 |
700 | 84 | 14 | 2 |
Table 2 The length of UCL initiating from different locations
d/m | 地面 | 建筑物侧面 | 建筑物顶面 | |||||
范围/m | 平均值/m | 范围/m | 平均值/m | 范围/m | 平均值/m | |||
0 | 44~400 | 189 | ||||||
100 | 58~376 | 187 | ||||||
200 | 10~24 | 16 | 118~428 | 198 | ||||
300 | 24~30 | 16 | 134~464 | 211 | ||||
400 | 10~38 | 18 | 10~44 | 18 | 104~516 | 245 | ||
500 | 10~58 | 19 | 10~64 | 21 | 142~569 | 276 | ||
600 | 10~68 | 18 | 10~77 | 20 | 157~519 | 296 | ||
700 | 10~72 | 18 | 10~58 | 16 | 197~494 | 317 |
Table 3 The length of UCL initiating from the top of the tall structure
d/m | 头部连接的UCL | 受侧击的UCL | |||
范围/m | 平均值/m | 范围/m | 平均值/m | ||
0 | 44~288 | 183 | 74~400 | 199 | |
100 | 58~356 | 179 | 118~376 | 198 | |
200 | 128~428 | 191 | 118~390 | 207 | |
300 | 134~373 | 190 | 134~464 | 229 | |
400 | 104~516 | 239 | 132~436 | 251 | |
500 | 148~508 | 265 | 142~569 | 285 | |
600 | 157~490 | 285 | 187~519 | 306 | |
700 | 197~494 | 307 | 188~450 | 320 |
Table 4 Simulation results of tip-to-lateral connection as the value of d changes
d/m | Nt | Nl | P/% | R | Lu/m | Lc/m |
0 | 400 | 136 | 35 | 0.13 | 199 | 27 |
100 | 400 | 165 | 41 | 0.17 | 198 | 35 |
200 | 396 | 175 | 44 | 0.18 | 207 | 42 |
300 | 384 | 203 | 53 | 0.26 | 229 | 66 |
400 | 295 | 149 | 51 | 0.26 | 251 | 71 |
500 | 165 | 95 | 58 | 0.34 | 285 | 101 |
600 | 59 | 31 | 53 | 0.37 | 306 | 110 |
700 | 7 | 2 | 29 | 0.49 | 320 | 156 |
注:Nt为接地点在建筑物顶面的次数,Nl为UCL受侧击的次数,P为UCL受侧击的概率, R为UCL连接点以上的长度与UCL总长度比值的平均值,Lu为UCL平均长度,Lc为连接点到UCL头部的长度。 |
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