80坐标系约束下二维网平差报告

1、80 坐标系约束下二维网平差Group 1用户名称CHANGERUTM WGS 84 UTM zone 49N日期与时间12:03:352017-01-02项目基准大地水准面投影名称距离高程横轴m m投影带号1 平差设置基准参数椭球名称椭球长半轴(a)(m)椭球扁率倒数(1/f)WGS84 6378137.000000298.2572236000投影参数投影方式长度比投影高(m)横轴0.9996000.000000投影000000.00000 N 1140000.00000 E0.000000500000.000000原点纬度子午线(L0)北向加常数(n)(m)东向加常数(e)(m)2 平差统

2、计统计总结成功平差的迭代数网参考因子x2 卡方检验 Chi2 计算值 Chi2 检验范围权中误差比精度置信水平度213.100000通过1.9130031.1000000.5646542 sigma6 14.600000控制网等级E 级-2009基线解算结果和检核指标B1(038023.hcs-934135.hcs)名称相邻点基线水平分量中误差mm:相邻点基线垂直分量中误差mm:计算值1.2876686.490479限差20.00000040.000000B2(038023.hcs-934172.hcs)名称相邻点基线水平分量中误差mm:相邻点基线垂直分量中误差mm:计算值0.9018813.

3、661017限差20.00000040.000000B4(038023.hcs-1003201.hcs)名称相邻点基线水平分量中误差mm:计算值0.841590限差20.000000相邻点基线垂直分量中误差mm:2.53314440.000000B5(934135.hcs-934172.hcs)名称相邻点基线水平分量中误差mm:相邻点基线垂直分量中误差mm:计算值1.7174535.152021限差20.00000040.000000B7(934135.hcs-1003201.hcs)名称相邻点基线水平分量中误差mm:相邻点基线垂直分量中误差mm:计算值0.9753352.673936限差20

4、.00000040.000000B9(934172.hcs-1003201.hcs)名称相邻点基线水平分量中误差mm:相邻点基线垂直分量中误差mm:计算值1.4444804.791729限差20.00000040.000000同步环解算结果和检核指标C0(038023,934135,934172)(2016/11/30名称02:26:38.0)计算值限差环闭合差wmm:环闭合差X 分量wxmm:环闭合差Y 分量wymm:环闭合差Z 分量wzmm:86.693599-19.70686179.94815127.1240263.0989941.7892051.7892051.789205C1(038

5、023,934135,1003201)(2016/11/30名称环闭合差wmm:环闭合差X 分量wxmm:环闭合差Y 分量wymm:02:31:18.0)计算值26.683819-6.86240325.492172限差3.2146451.8559761.855976环闭合差Z 分量wzmm:3.8836551.855976C2(038023,934172,1003201)(2016/11/30名称环闭合差wmm:环闭合差X 分量wxmm:环闭合差Y 分量wymm:环闭合差Z 分量wzmm:02:31:18.0)计算值70.09006810.416046-66.464791-19.661005限

6、差3.2183241.8581001.8581001.858100C3(934135,934172,1003201)(2016/11/30名称环闭合差wmm:环闭合差X 分量wxmm:环闭合差Y 分量wymm:环闭合差Z 分量wzmm:02:31:18.0)计算值12.764035-2.428412-12.0088113.579366限差3.2782031.8926721.8926721.892672平差后基线检核结果038023.hcs-934135.hcs名称基线改正数Vxmm:基线改正数Vymm:基线改正数VZmm:基线改正数较差DVnmm:基线改正数较差DVemm:计算值11.0431

7、39-40.050808-11.008048-6.057295-5.636512限差15.45008915.45008915.45008910.30005910.300059038023.hcs-934172.hcs名称基线改正数Vxmm:基线改正数Vymm:基线改正数VZmm:基线改正数较差DVnmm:计算值-8.58822136.37396512.6188092.905229限差15.67938815.67938815.67938810.452925基线改正数较差DVemm:6.66919010.452925038023.hcs-1003201.hcs名称基线改正数Vxmm:基线改正数Vy

8、mm:基线改正数VZmm:基线改正数较差DVnmm:基线改正数较差DVemm:计算值2.970973-15.359656-5.077885-1.208042-3.497084限差15.82700215.82700215.82700210.55133510.551335934135.hcs-934172.hcs名称基线改正数Vxmm:基线改正数Vymm:基线改正数VZmm:基线改正数较差DVnmm:基线改正数较差DVemm:计算值0.075501-3.523378-3.4971681.837259-1.328127限差15.37782215.37782215.37782210.25188110.

9、251881934135.hcs-1003201.hcs名称计算值限差基线改正数Vxmm:基线改正数Vymm:基线改正数VZmm:基线改正数较差DVnmm:基线改正数较差DVemm:-1.209763-0.8010192.046509-2.102775-1.21388317.27716017.27716017.27716011.51810711.518107934172.hcs-1003201.hcs名称基线改正数Vxmm:基线改正数Vymm:基线改正数VZmm:基线改正数较差DVnmm:基线改正数较差DVemm:计算值1.14314814.7311701.9643113.2952016.91

10、5080限差16.93590816.93590816.93590811.29060511.2906053 控制点点数目:控制点数目:点 ID03802393413542约束北东高北东高北坐标(m)2559391.6645222559503.298830东坐标(m)433126.776244432731.025225高程(m)9.0871228.4520214网平差4.1WGS84 系统输入基线观测 ID 基线 IDDX(m)Std.DX(m)DY(m)Std.DY(m)DZ(m)Std.DZ(m)B1(038023.hcs- 934135.hcs)B2(038023.hcs- 934172.h

11、cs)B4(038023.hcs- 1003201.hcs)B5(934135.hcs- 934172.hcs)B7(934135.hcs- 1003201.hcs)B9(934172.hcs- 1003201.hcs)038023-934135381.2431670.002124116.9823320.005984100.8431150.001860038023-934172356.5046770.001362265.8992990.003325-243.9786650.001141038023-1003201-459.4697600.000851-36.8930000.002405-319

12、.7925510.000786934135-934172-24.7581970.002308148.9969150.004710-344.7946550.001409934135-1003201-840.7197890.001316-153.8498400.002360-420.6317820.000895934172-1003201-815.9640200.002342-302.8587640.004242-75.8335470.0012514.2 WGS84 系统下平差基线形式一：水平精度(比率)观测 ID基线 ID观测残差3D 精度(比率)B1(038023.hcs-93413 5.hc

13、s)038023-9341352852948.032110000003.69120方位角1:769211:20053大地高(m)椭球距离(m)-0.562214411.336095-0.042163-0.003852B2(038023. hcs-934172.hcs)038023-9341722383214.208240000000.39419方位角1:969201:25287大地高(m)椭球距离(m)-1.256059507.2777100.0387980.006963B4(038023. hcs-1003201.hcs)038023-10032011285433.865310000001.

14、15808方位角1:1217871:35543大地高(m)椭球距离(m)10.613589561.019144-0.0160450.001472B5(934135.hcs-93417 2.hcs)934135-9341721853204.160970000000.82575方位角1:600011:17238大地高(m)椭球距离(m)-0.693845376.427631-0.0043770.001804B7(934135. hcs-1003201.hcs)934135-10032011190138.741930000000.52544方位角1:1879481:57722大地高(m)椭球距离(m

15、)11.175802952.5813310.0005690.000293B9(934172.hcs-10032 01.hcs)934172-10032010954458.076830000000.94540方位角1:1528331:45020大地高(m)椭球距离(m)11.869647873.6477290.012792-0.006345形式二：观测 基线IDIDB1(038023. 03802hcs- 3-9393413 41355 hcs)B2(03 038028023. 3-93hcs- 4172V.DX(m)Std.DX(m)V.DY(m)Std.DY(m)V.DZ(m)Std.DZ(

16、m)DX(m)DY(m)DZ(m)381.2542100.0110430.007510116.942281-0.0400510.018147100.832107-0.0110080.005920356.496089-0.0085880.007692265.9356730.0363740.017612-243.9660460.0126190.005755934172 hcs)B4(038023.hcs- 1003201.hc s)B5(93 4135.hcs- 934172 hcs)B7(93 4135.hcs- 1003201.hc s)B9(93 4172.hcs- 1003201.hcs)

17、038023-1003201-459.4667890.0029710.005419-36.9083 -0.015360.014064-319.797 -0.005070.0046886006298934135-934172-24.7581210.0000760.008979148.993392-0.0035230.018952-344.798 -0.003490.0060901537934135-1003201-840.720 -0.001210.006956-153.850 -0.000800.014096-420.6297350.0020470.00502699806411934172-1

18、003201-815.9628770.0011430.008109-302.8440330.0147310.016785-75.8315830.0019640.0053954.3WGS84 系统下平差大地坐标纬度误差经度误差(s)高度误差(m)点 ID大地高(m)纬度经度(s)230831.30177 N230834.87415 N230822.69476 N230819.84918N1132048.40841 E1132034.47506 E1132033.19894 E1132103.75054E0380230.00010.00018.9442920.0110619341350.00010

19、.00018.3820780.0119439341720.00010.00017.6882330.01275410032010.00010.000119.5578800.0088424.4WGS84 系统下平差空间直角坐标X 误差Y 误差(m)Z 误差(m)3D 误差(m)点 IDX 坐标(m)Y 坐标(m)Z 坐标(m)(m)-2325441.957358-2325060.703148-2325085.461269-2325901.4241465387503.4535365387620.3958175387769.3892085387466.5451762491193.76155524912

20、94.5936622490949.7955092490873.9639260380230.0038730.0102230.0033450.0114339341350.0050120.0108160.0036060.0124549341720.0054910.0115310.0036710.01328910032010.0038270.0080470.0027820.0093354.5 当地坐标系统下无约束平面坐标北坐标误东坐标误差(m)0.0018950.0021490.0022020.001916高程误差(m)0.0110610.0119430.0127540.008842点 ID北坐标(m

21、)东坐标(m)高程(m)差(m)0.0021860.0028030.0030130.00230003802393413593417210032012559392.2170542559503.8551732559129.4797302559038.080104433126.264070432730.515405432692.535689433561.0034378.9442918.3820777.68823319.5578804.6 坐标变换量点 ID0380239341359341721003201北坐标(m)0.6036940.607506-1.065177-5.268704东坐标(m)-0

22、.512052-0.509696-2.0382611.900724大地高(m)-1.9076601.7081760.0933210.1061914.7 误差椭圆分量点 ID0380239341359341721003201长半轴(m)0.0026220.0024380.0026370.002403短半轴(m)0.0012220.0025560.0026400.001784方位角0330547.506540023551.358930000338.251110191956.2947803802393413593417210032015二维约束平差5.1 转换参数(WGS84 - Local)DX

23、(m)DY (m)旋转尺度因子10923.65646613195.7581503594506.0.99501223225.2WGS84 系统下的输入基线观测 ID B1(038023. hcs-934135 hcs)B2(038023. hcs-93417 2 hcs)B4(038023. hcs-10032 01.hcs)B5(934135. hcs-93417 2 hcs)B7(934135. hcs-1003201.hcs)基线 IDDN(m)Std.DN(m)DE(m)Std.DE(m)038023-934135111.6320620.001007-395.7543020.000802

24、038023-934172-262.7344180.000696-433.7217130.000574038023-1003201-354.1381570.000617434.7358700.000572934135-934172-374.3736060.001446-37.9810440.000927934135-1003201-465.7771720.000756830.4868180.000616B9(934172. hcs-1003201.hcs)934172-1003201-91.3963310.001156868.4746640.0008675.3 当地坐标系统下的平差基线观测 I

25、D 基线 IDB1(0380DN(m)Std.DN(m)V.DN(m)DE(m)Std.DE(m)V.DE(m)038023-93413523.hcs- 934135.hcs)B2(038023.hcs- 934172.hcs)B4(038023.hcs- 1003201.hcs)B5(934135.hcs- 934172.hcs)B7(934135.hcs- 1003201.hcs)B9(934172.hcs- 1003201.hcs)111.6343080.0006200.002246-395.7510190.0004960.003283038023-934172-262.7423800.

26、000579-0.007962-433.7253190.000464-0.003606038023-1003201-354.1326240.0004890.005533434.7440060.0004330.008136934135-934172-374.3766880.000726-0.003083-37.9743000.0005450.006745934135-1003201-465.7669320.0005680.010240830.4950250.0004570.008206934172-1003201-91.3902440.0006390.006087868.4693240.0005

27、06-0.0053405.4 当地坐标系统下平面坐标点 ID0380239341359341721003201北坐标(m)2559391.6645222559503.2988302559128.9221422559037.531898N 误差(m)0.0000000.0000000.0061520.007790东坐标(m)433126.776244432731.025225432693.050925433561.520250E 误差(m)0.0000000.0000000.0053790.0079605.5 最弱边最弱点统计最弱基线IDDX 分量(m)DX 中DY 分量(m)DY 中 DZ 分量 DZ 中误中误差(m)相对中误差(m)边基线名B1(03斜距(m)误差(m)误差(m)(m)差(m)8023. 03802hcs- 3-939341