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1、计算软件ESDPS附合导线平差计算成果表计算者: 复核者: 计算日期:2013-04-21点名观测角度(dms)改正数(s)方位角(dms)观测边长(m)改正数(m)边长平差值(m)坐标(m)XY87 185.0840 53433.894 47297.967 37 174.0436 -2.05 179.1329 94.171 -0.000 94.171 53321.221 47287.823 A 200.0856 -2.05 199.2226 93.469 0.001 93.470 53227.059 47289.097 B 149.4442 -2.05 169.0711 143.301 -0
2、.002 143.299 53138.881 47258.090 C 207.0101 -2.05 196.0814 97.808 0.001 97.809 52998.158 47285.139 D 156.1725 -2.05 172.2542 133.646 -0.001 133.645 52904.203 47257.954 35 29.0922 -2.05 21.3455 52771.723 47275.564 81 52792.357 47283.726 备注角度闭合差w = -12.3(s) 纵坐标差fx = -0.001 横坐标差fy = 0.030 全长闭合差fs = 0.030 相对闭合差k = 1:18910 导线全长s = 562.395