GPS静态控制测量网平差报告Word文档格式.docx

1、6D23044924.025484045.621178.946谏并去南坑公路右侧水泥路中縫钢钉与D3通视（K33+160）左侧6米处。7D33045175.043484371.238193391源并去南坑公路右侧水泥路中缝钢钉与M通视（K32F9）左侧97米处。8D43045128.427484796.609215.246白竺乡崇源村花石组卢富德家2楼顶油漆刻石、与G2通视（K32+23127米处.RTK加密点9D53045557.232485595.899242.426源并去南坑公路右侧钢筋暮S与D6通视（K31*52D左侧15米处，RTK加密点10D63045706.767485689.9

2、06229.085源并去南坑公路右侧水泥路中缝钢钉、K31*347）右侧12米处。RTK11D73045959.676485826.974219.070源并去南坑公路右侧水泥路中縫钢钉、与DS通视（K30*918）左侧7 米处,RTK加密点12D8304636150485699.22821&872南坑镇七宝村钟明彩家2楼顶油漆刻石。13D93046535.433486098.102178.404源并去南坑公路左侧小水泥路中縫钢钉、与D10通视（K30+228）右侧31米处。14D103046605.821486377.143171.152源并去南坑公路左侧水泥路中缝钢钉、K29*942）右侧2

3、米处。RTK 加密点15D113046671.400486879.754162.008源并去南坑公路右侧去高田村小水泥路中縫钢钉.与D12通视K29*390）左侧25米处.RTK加密点16D123046878.636487474.957168.666南坑镇七宝村李勇家3楼顶油漆刻石.K2S*760）右侧10米处。17D133046830.938487935.537152.122南坑棋七宝村钟胜财家刖水泥地钢钉、（K2S+2S5）右米处.RTK18D143046984.136488594.275144.709源并去南坑公路右侧距新尤候车厅12米水泥路中縫钢钉.（K27*590）左侧1来，RTK加

4、密点19D153047294.058488799.593154.110源并去南坑公路上路段（K27-220）右侧8米处钢筋张与D11 ifi视。20D163047519.557489577.551131.234源并去南坑公路上路段、钟瑋公桐旁K26*39S）左侧5米处钢筋妊、与G1通觇。注：平面控制采用北京54坐标系.中央子午线113 50分.高程控 制采用黄海奇程二GPS控制点网示意1坐标系统1.1坐标系统名称Beijing541 -2基准参数椭球长半轴a6378245.0000椭球扁率f1/298. 300000001.3投影参数M01. 00000000投影比率0. 0000投影高Bm投

5、影面的平均纬度BO0:00:00. 00N原点纬度LO113:50:00. 00E中央子午线NO北向加常数EO500000. 0000东向加常数回到顶部2三维无约束平差2.1平差参数基准WGS-84迭代次数参考因子1.01X平方检验（a =95%）通过自由度2.2基线向量及改正数基线 起点- 终点.时段DX/改正数（m）DY/改正数DZ/改正数距离/改正数中误差/相对误差G1-G2. 242A-1046. 7298-648.5674534.69931342.45540. 00130. 0034-0. 0039-0.00121: 1018831G3. 242A-3110.1748-2426. 1

6、1241829. 30594348.05340. 0014-0. 0002-0. 00010. 00070. 0006 3207747G4. 242B-5107.6816-3742.54402584.49316839. 19960. 00150. 0002-0. 0006-0. 0003 4673132GD1. 242X507. 9839-1545. 37713267.21133649.7818-0. 00110. 00100. 0001 2887218G2-2063.4449-1777.54501294. 60673015. 53930. 0012-0.0005-0. 0007-0.0004

7、 2590680-4060. 9517-3093.97652049. 79385501. 42480.0007-0.0010-0. 0005 42464421554.7137-896.80972732.51203269.25440. 0003 3190226G3-1997. 5068-1316. 4315755.18722508.6516 19362613618. 1587880. 73531437. 90543991. 78390. 0018-0.0028-0. 00160. 0004 3207724G4-5615.66552197.1669682. 71826068. 7185-0. 00

8、080.0003 45706302.3 T（Tau）检验表基线Tau-XTau-YTau-Z0. 99230. 84630. 53390.09450. 04290. 35950. 00170. 03700. 18950. 54500. 33750. 39200. 34960. 19810. 52240. 28430. 30730. 26400. 26930. 34910. 11520. 03830. 23290. 08570. 68950. 78590. 63170. 16430. 04950. 36782.4 T（Tau）检验直方图2.5自由网平差坐标站点纬度/中误差经度/中误差高程/中误差

9、中误差（度:分:秒）27:30:56. 51731N18.15494E171.63130. 00080. 000931:14. 47513N51:02.59320E267. 856632:03. 64399N52:37. 56370E164.934231. 32668N54:03. 55410E164.0783GDI54. 94678N23. 98394E246.37553二维约束平差3.1平差参数1. 0056x （north）平移-42.3973 my（east）平移-16579.2544 m比例0. OOOOppm旋转0. 0000 s3-2平面距离平差值起点止点北向（x）/中误差东向（

10、y）/中误差平距相对误差552.88000. 00051219.50331338.9790 22748312067.01940.00053825. 25874348.0080 70736072920.19936184.34996839. 1335 98134033645. 4590159.77743648. 9588 61837361514.13942605. 75543013. 7318 53274642367. 31924964. 84665500.3547 83347813092.5790-1059. 72593269. 1075 6553558853.17982359.09112508

11、. 6305 38070221578.4396-3665.48130.00043990. 8927 6710503725.2597-6024.57246068. 0701 90445093.3平面坐标误差椭圆E（m）F（m）ET（度:3044783. 2623483918. 9971161:07:323045336. 1423485138. 5004173:38:313046850. 2817487744. 255813:49:213047703. 4616490103. 346936:08:033048428. 7213484078. 77454高程拟合4.1平差参数参考点拟合方程H = H

12、O + AA-5. 650934.2高程拟合坐标高程（m）165. 9816262. 2068159.2838158.4276240. 72465基线闭合差BaselineTypermsdxdydzdistanceGI-G2.242A99.90.00771046.7333648.5635534.70041342.4566G3.242A0.0068-3110.1745-2426.11231829.30524348.0529G2G3242A0.0062-2063.4456-1777.54441294.60743015.5398同步环（3 baselines）相对误差=0.76ppmEX= 0.00

13、43 EY = -0.0043 EZ = -0.00268706.0493G4.242B65.60.00723742.54412584.49376839.1999-4060.95243093.97552049.79445501.42480.48ppmmisEX = -0.0041 EY = 0.0051 EZ = 0.001013683.0814GD1.242X0.0087507.98501545.37813267.21060.00651554.7134-896.81042732.51183269.2543O.SOppmEX = -0.0048 EY= 0.0042 EZ=0.00178261

14、.4927nils0.0063-1997.5067-1316.4322755.18702508.65192426.1123182930525107.6816-3742.54410.12ppmEX = -0.0003 EY= 0.0004 EZ=0.001513695.90470.00713618.1569880.73821437.90693991.78353110.1745 154537810.42ppmEX = 0.0026 EY = -0.0040 EZ = -0.001511989.6182nns0.00735615.66502197.1667682.71906068.7182 1545.3781同步环（3 baselines）相对误差=06ppm EX = 0.0015 EY =-0.0007 EZ = -0.0022 16557.6999