GPS测量平差数据处理Word文档下载推荐.docx
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- 上传时间:2023-01-26
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GPS测量平差数据处理Word文档下载推荐.docx
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异步环总数:
16
同步环情况:
环号环总长相对误差△Xmm△Ymm△Zmm△边长mm
1655.8902.2Ppm0.3390.5631.2911.4483.786.55
环中的点:
BM020D020D01
7493.2566.3Ppm0.760-2.403-1.7903.0913.656.32
0D040D020D03
11777.1620.9Ppm0.237-0.265-0.5660.6683.906.76
0D04BM020D03
13429.6257.1Ppm-0.5942.5811.5373.0623.606.24
0D040D060D03
20661.9481.5Ppm-0.063-0.523-0.8090.9663.796.56
0D040D050D06
异步环情况:
2493.24945.2Ppm2.691-14.916-16.36022.30254.7094.74
3493.25047.4Ppm2.349-16.713-16.18623.38554.7094.74
4493.25821.3Ppm-1.9619.9272.85210.51354.7094.74
5493.25918.2Ppm-2.3038.1303.0268.97554.7094.74
6493.2554.7Ppm1.102-0.606-1.9642.33254.7094.74
8803.10315.1Ppm-1.63511.915-1.29512.09658.94102.09
BM020D020D03
9803.10412.9Ppm-1.97710.118-1.12110.37058.94102.09
10777.15241.6Ppm4.889-25.108-19.77832.33458.52101.36
12777.15816.1Ppm3.300-10.798-5.38212.50858.52101.36
14429.62624.6Ppm-0.816-4.677-9.46410.58854.0593.62
15429.63581.0Ppm-5.24627.42320.74934.78654.0593.62
16429.63653.7Ppm-5.46820.1669.74823.05654.0593.62
17429.63154.3Ppm-2.18316.89115.93323.32254.0593.62
18429.63225.8Ppm-2.4059.6334.93211.08754.0593.62
19661.94721.4Ppm-0.284-7.781-11.81014.14556.8098.37
21738.8776.8Ppm-0.563-1.7234.7135.04957.92100.33
BM020D040D02
重复基线报告
基线名质量中误差XYZ基线长相对误差Dwx(mm)Dwc(mm)
重复基线0.0040.0000.0010.000189.23420.8ppm10.6930.24
0D030083-0D02008499.990.00441.306-105.952151.252189.2341/47113
0D030084-0D02008599.990.00441.306-105.954151.252189.2351/49268
重复基线0.0060.0020.0100.008107.71751.1ppm10.2335.44
0D030072-0D04007299.990.006-85.921-64.5077.630107.7121/17127
0D040088-0D03008599.990.00585.91764.532-7.611107.7221/22914
0D030084-0D04008799.990.005-85.920-64.5217.615107.7181/19867
重复基线0.0070.0000.0040.006207.61535.4ppm10.8330.63
0D060072-0D04007299.990.007-128.073-142.77879.470207.6141/29211
0D060081-0D04008482.270.008-128.074-142.78579.459207.6151/27317
剔除基线后重复基线
剔除基线后重复基线0.0040.0000.0010.000189.23420.8ppm10.6930.24
剔除基线后重复基线0.0060.0020.0100.008107.71751.1ppm10.2335.44
剔除基线后重复基线0.0070.0000.0040.006207.61535.4ppm10.8330.63
剔除的基线
禁用:
自动剔除:
WGS84-坐标系下经典自由网平差平差结果
基线及其改正
基线名基线△X基线△Y基线△Z△X改正mm△Y改正mm△Z改正mm相对误差平差后距离
0D010082--0D020083-79.42126.954-99.776-0.1701.069-1.3511:
29806130.345
0D030083--0D02008441.306-105.952151.252-0.369-1.2760.7601:
74060189.235
0D030084--0D02008541.306-105.954151.252-0.0260.5210.5871:
0D030085--BM020086-132.265-256.198232.466-1.3558.6990.6301:
135775370.362
0D030072--0D06007242.15178.273-71.8392.745-7.164-7.3601:
37235114.299
0D060081--0D050082-250.156-79.062-47.9780.529-1.1390.9321:
57984266.703
0D030072--0D040072-85.921-64.5077.6302.929-14.589-15.6861:
55445107.717
0D040088--0D03008585.91764.532-7.6111.723-10.254-3.5261:
0D030084--0D040087-85.920-64.5217.6151.340-0.278-1.2901:
0D060072--0D040072-128.073-142.77879.4700.779-10.005-9.8631:
73451207.617
0D060081--0D040084-128.074-142.78579.4591.000-2.7481.1381:
0D050082--0D040084122.082-63.723127.4360.534-1.0851.0141:
40692187.630
0D020085--0D040087-127.22541.430-143.6390.6071.603-0.0861:
71792196.303
0D040088--BM020086-46.348-191.666224.8560.606-1.820-3.4621:
115065299.071
BM020085--0D020083173.573150.234-81.213-0.6491.940-1.1641:
80517243.503
BM020085--0D010082252.994123.28018.565-0.8180.307-1.1041:
65090282.043
平差后Wgs84坐标和点位精度
ID状态XYZX偏移mmY偏移mmZ偏移mm点名
0D01固定-2104369.3464801254.8973621186.0700.0000.0000.0000D01
0D02-2104448.7674801281.8523621086.2922.0143.3621.9400D02
0D03-2104490.0734801387.8063620935.0392.0733.5282.1610D03
BM02-2104622.3394801131.6163621167.5062.0153.3071.944BM02
0D06-2104447.9194801466.0723620863.1932.2603.9222.8120D06
0D05-2104698.0754801387.0083620815.2162.4054.9973.3870D05
0D04-2104575.9924801323.2843620942.6532.1183.5252.1490D04
ID状态BLHB偏移(秒)L偏移(秒)H偏移mm点名
0D01固定34.485790159N113.400347579E90.1180.000000.000000.0000D01
0D0234.485419528N113.400591216E79.5950.000050.000043.9100D02
0D0334.484806055N113.400572713E86.5280.000050.000054.1170D03
BM0234.485761722N113.401454034E70.2050.000050.000043.881BM02
0D0634.484513191N113.400297187E90.4710.000060.000054.6920D06
0D0534.484333474N113.401323521E86.0800.000080.000075.7090D05
0D0434.484871919N113.400984246E70.6760.000050.000054.1140D04
当前坐标系统:
WGS-1984
椭球长半径:
6378137.000000椭球扁率:
1/298.257223563
控制等级:
E级
M0:
1.000000H=:
0.000(投影高)
B0:
0.000000000NL0=:
0.000000000E(中央子午线)114.000000000E
N0:
0.000000(北向加)E0=:
500000.000(东向加)
采用网配合法进行转换
基线名△X改正mm△Y改正mm相对误差距离
0D01--0D021:
46783129.926
0D03--0D021:
122003189.117
0D03--BM021:
228013370.020
0D03--0D061:
71090114.237
0D06--0D051:
99997266.679
0D03--0D041:
96052106.549
0D06--0D041:
138787206.681
0D05--0D041:
69942187.006
0D02--0D041:
117003196.109
0D04--BM021:
192307299.085
BM02--0D021:
131234243.333
BM02--0D011:
102518281.352
平差后坐标和点位精度
IDX坐标Y坐标rms(mm)dx(mm)dy(mm)点名
0D013854288.034469536.9930.3550.2880.2070D01
0D023854173.610469598.5371.3211.0820.7570D02
0D033853984.568469593.2091.4191.1550.8230D03
BM023854278.343469818.1781.3001.0520.764BM02
0D063853894.547469522.8800.0000.0000.0000D06
0D053853838.301469783.5600.0000.0000.0000D05
0D043854004.521469697.8741.4391.1590.8530D04
ID坐标X坐标Y高程xyh点名
0D053853838.301469783.560**0D05
0D063853894.547469522.880**0D06
0D013854288.034469536.9930D01
0D023854173.610469598.5370D02
0D033853984.568469593.2090D03
0D043854004.521469697.8740D04
BM023854278.343469818.178BM02
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