经纬仪导线计算表.xls

经纬仪导线计算表 工作地点 计算日期 年 月 日导线类型计算者对算者第 页 测 量 日 期 站点号 平距 水平角观测值 已知方位角 XiYiHi顶板高 站 点 号 备注和草图 仪 器 站 测 点 改正数△xδx△yδy△hδh腰线高 平均值修正后水平角值所求方位角Xi1Yi1Hi1底板高 江苏宏安集团公司 煤矿经纬仪导线计算表 导线名称 测量日期2005年10月1日 已已知知求求 观观 测测 值值 中中 数数方方位位角角高高程程计计算算 后后测测前前水水平平角角P倾倾角角斜斜长长（（L）） 已已知知 仪仪器器高高 已已知知 Z -180 △△H 视视站站视视。。′′″″-。。′′″″M前前视视高高 所所求求所所求求 Z 01 12 2959527274545-0 01919161610.33710.337 90900 00 0 5 5272745 1 12 23 3909050504343- -0 02828474721.52021.520 2 27 76 61 18 82 28 8 2 23 34 417817822225252 5 51919303021.16621.166 2 27 74 44 41 12 20 0 3 34 45 580805 54848 0 09 90 032.79032.790 1 17 74 44 47 78 8 4 45 56 61051052 25050- -9 91616404018.67018.670 9 99 94 49 95 58 8 5 56 67 717717755550 0- -0 05656404059.51559.515 9 97 74 44 45 58 8 6 67 78 8333345451010- -0 0141450506.7806.780 3 31 11 13 30 08 8 7 78 8a a17717725254040 3 30 08 85 55 54 48 8 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 0 0. .0 00 00 0 1 12 28 85 55 54 48 80.000 0 0. .0 00 00 0 3 30 08 85 55 54 48 80.000 水水平平距距座座标标计计算算点点位位 底底 板板 标标 高高 备备 注注 S 已已知知 X已已知知 Y前前 △△X△△Y左左 右右 所所求求 X所所求求 Y后后 10.33710.337 1 17 78 88 8. .5 50 00 03 33 38 87 7. .0 00 00 0 10.2900 0. .9 98 84 4 1798.7903387.984 21.51921.519 2.364- -2 21 1. .3 38 89 9 1801.1543366.595 21.07521.075 1.723- -2 21 1. .0 00 04 4 1802.8773345.591 32.79032.790 -32.6542 2. .9 98 80 0 1770.2233348.571 18.42618.426 -3.1471 18 8. .1 15 55 5 1767.0763366.726 59.50759.507 -8.0245 58 8. .9 96 63 3 1759.0523425.690 6.7806.780 4.493- -5 5. .0 07 78 8 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 江苏宏安集团公司 煤矿经纬仪导线计算表 测量日期2005年10月1日 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 0.0000.000 0.0000 0. .0 00 00 0 1763.5453420.612 0.0000.000 经纬仪导线反算表 对对边边点点座座标标已已知知点点座座标标 X XY YZ ZX XY Y 1787.1041787.1043391.4463391.4460.0000.0001763.5451763.5453420.6123420.612 水水平平距距斜斜 长长高高 差差 37.49237.49237.49237.4920.0000.000 倾倾 角角水水平平角角方方位位角角 0 051.0702616151.07026161 - -度度分分秒秒 倾倾 角角0 00 00 0 水水平平角角 方方位位角角 备备 注注 Z Z 0.0000.000 角角度度1010进进制制 备备 注注 经纬仪导线反算表 已已知知点点座座标标 高高 差差 0.0000.000 方方位位角角 51.0702616151.07026161