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ID:41728929
大小:175.43 KB
页数:12页
时间:2019-08-30
《基线解算报告(二)》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、基线解算报告基线解算条件起始历元0结束历元9999数据采样间隔15截止角度15单点定位解是进行双频结算最短边5000.000三差分解基线固定站待测站中误差斜距相对误差_G7117F->1234117AG7117F1234117A0.001285.9841:193750__G7117F-*2123117AG7117E2123117A0.002225.0911:141239_G7117F->2123117BG7117F2123117B0.002212.9871:1390171234117A-*2123117A1234117A2123117A0.00212
2、1.8591:800571234117A-2123117B1234117A2123117B0.002193.3011:118907大地坐标基线测站名WGS84纬度WGS84经度大地高天线高1234117A-2123117B1234117A-*2123117A2123117BG7117I—2123117A1234117A__G7117E->2123U7B1234117A2123117A1234117A2123117BG7117F2123117A11234117AG7二7F36:40:51.999180N36:40:58.263622N36:40:58.
3、634899N36:40:58.314363N36:40:52.033362N36:40:58.622392N36:40:58.269214N36:40:51.810492N3000009'19All117:10:51.631909E117:10:46.788508E9&76294.60300•32286.80499.69690.53787.21690.702■62O■693■62O■693•62O■62O>—•■6932■o921234117A1G7117F2123117B1G7117F2123117A1G7117F1234117A淇2123117
4、BG7117F2123117AG7117F1234117A_G7117F至-2339255.323-2339303.290-2339494.184-2339361.8341-2339494.383-2339257.630
5、-2339495.8384555679.5654555796.576
6、4555702.2494555619.3634555694.0784555679.6864555694.2073789279.4113789131.838
7、3789126.7843789287.601
8、3789121.7263789278.5413789120.9
9、56-105.538190.894132.54894.327-74.715-14.521Q-oc•234
10、165.876157.585—►2123117A2123U7A-2339360.8624555619.2033789287.6451234117A―►2123117B1234117A-2339256.3294555687.1303789282.816-47.474109.048-152.3812123U7B-2339303.8044555796.1783789130.436残差向量基线Z-0.00004055697-0.004724543860.
11、026821847370.000475073810.023061751760.061922771350.01008893453-0.00976400241-0.00725946279G71171—0.110253230150.027152864742123117BZ0.050898030000.026539891850.028849664211234117A-0.122412703410.03265569306Z0.100058026860.01882518268-0.013725624352123117AZ-0.007158700070.05936
12、4548040.023557231970.11712082672-0.04953375965-0.024188275710.114287436860.026772103760.03122189856标准差基线XYZ_G7117F-1234117A0.1930.1640.100_G7U7F-*2123117A0.3340.2550.165__G7117F-*2123117B0.3320.3500.1811234117A->2123117A0.3160.2440.1531234117A-*2123117B0.3420.3380.177浮动双差分解基线固定
13、站待测站中误差斜距相对误差__G7117F-*1234117AG7117E1234117A0.002285.
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