gps静态处理报告.doc_第1页
gps静态处理报告.doc_第2页
gps静态处理报告.doc_第3页
gps静态处理报告.doc_第4页
gps静态处理报告.doc_第5页
已阅读5页,还剩6页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

静态处理报告 1 项目信息 1.1 项目属性 项目名称:沙钢项目单位:施工单位: 上海水利工程集团有限公司技术负责人: 控制网等级:D测量员: 计算员: 开始日期:结束日期:备注: 1.2 坐标系统 (1)坐标系名称:中国-苏州;(2)椭球长半轴a:6378245.000000,椭球扁率f:1/298.300000;(3)投影名称:高斯三度带投影;(4)尺度:1.000000,投影高:0.000000;(5)X加常数:0.000000,Y加常数:500000.000000;(6)平均纬度:000:00:00.000000N,中央子午线:120:00:00.000000E。2 WGS-84三维无约束平差 2.1 平差参数 (1)参考因子:1.13;(2)平方检验(=95%):通过;(3)自由度:63。2.2 平差基线边 序号基线名DX(m)DY(m)DZ(m)距离中误差 (m)改正数 (m)改正数 (m)改正数 (m)改正数 (m)相对误差1D6D23.3460280.9360505.2383-494.5842760.79190.0032-0.0013-0.0035-0.0014-0.00191: 2343372D6D14.3452307.8642-287.3818645.7510770.94940.00420.0013-0.0008-0.0033-0.00191: 1852283D26D35.346289.6927167.3028-164.9518251.48380.00410.00120.0001-0.00040.00071: 612524D2D11.3430142.0966367.2551-413.5184571.02120.00400.0018-0.0010-0.00190.00121: 1423205D2D18.3431509.78921084.8998-1133.98391650.09460.0048-0.0024-0.00080.0000-0.00131: 3432796D11D18.3431367.6926717.6447-720.46551081.33360.00330.00000.0024-0.00030.00181: 3262877D23D45.346123.0768221.7914-298.9360372.94330.00210.00030.00020.00010.00001: 1815588D28D14.3451-61.0720254.7055-410.1215486.62550.00340.0004-0.0004-0.00360.00271: 1437632.3 T检验列表 基线名T - XT - YT - ZD6D23.34600.20620.75000.2345D6D14.34520.18190.07100.4916D26D35.34620.22210.01100.0480D2D11.34300.31260.14280.3582D2D18.34310.26070.06470.0019D11D18.34310.00480.44070.0779D23D45.34610.14020.04710.0390D28D14.34510.06140.08720.63262.4 自由网平差坐标 序号点名纬度(D:M:S)经度(D:M:S)椭球高(m)点位中误差中误差 (m)中误差 (m)中误差 (m)1D231:59:17.06341N120:36:40.47358E-43.3560.00620.00280.00280.00482D1131:59:18.81457N120:37:35.25963E-43.3160.00530.00240.00240.00403D2331:59:19.50671N120:38:44.00386E-43.6010.00390.00180.00190.00304D4531:59:27.00184N120:40:42.27654E-42.53680.00420.00180.00200.00325D631:59:22.24938N120:37:07.86589E-43.20690.00350.00160.00160.00276D2631:59:22.36792N120:38:59.98463 E-43.67590.00520.00240.00240.00407D3531:59:32.13846N120:39:50.09685E-43.84980.00620.00290.00290.00478D1831:59:20.71439N120:38:11.85478E-43.490.00480.00210.00230.00379D2831:59:22.07643N120:39:14.26985E-43.49090.00360.00160.00170.002810D1431:59:20.79546N120:37:51.45910E-43.4540.00330.00150.00150.00253 WGS-84三维约束平差 3.1 平差参数 网的参考因子:4.1766。3.2 平差基线边 序号基线名DX(m)DY(m)DZ(m)距离中误差 (m)改正数 (m)改正数 (m)改正数 (m)改正数 (m)相对误差较差x (m)较差y(m)较差z(m)1D6D23.3460280.9515505.2405-494.5866760.80060.00140.0014-0.0001-0.00040.00071: 5610810.01550.00220.00232D6D14.3452307.8571-287.3768645.7542770.94740.0017-0.00060.0004-0.0000-0.00041: 4434910.00710.00500.00323D26D35.346289.6942167.3057-164.9545251.48810.00170.00030.0003-0.00030.00051: 1466590.00140.00300.00284D2D11.3430142.0944367.2811-413.5063571.02860.0017-0.00000.00250.00100.00091: 3407630.00220.02590.01215D2D18.3431509.79711084.9307-1133.98201650.11610.00200.00060.00300.00020.00201: 8219240.00790.03090.00196D11D18.3431367.7028717.6497-720.47571081.34710.00140.00100.0007-0.00110.00151: 7812390.01010.00490.01027D23D45.346123.0692221.8199-298.9230372.94940.0009-0.00070.00290.00130.00061: 4347120.00760.02860.01308D28D14.3451-61.0671254.7082-410.1246486.62890.00140.00050.0002-0.00070.00061: 3442160.00490.00280.00303.3 三维约束平差坐标 序号点名纬度(D:M:S)经度(D:M:S)椭球高(m)点位中误差中误差 (m)中误差 (m)中误差 (m)1D231:59:16.91433N120:36:37.80713E114.28500.00260.00120.00120.00202D1131:59:18.19553N120:37:32.74542E114.32500.00220.00100.00100.00173D2331:59:18.85477N120:38:41.33629E114.04000.00160.00080.00080.00124D4531:59:26.64081N120:40:39.85436E115.10420.00170.00080.00080.00135D631:59:21.85404N120:37:05.19902E114.43410.00150.00070.00070.00116D2631:59:21.81666N120:38:57.56682 E113.96510.00220.00100.00100.00177D3531:59:31.74352N120:39:47.65211E113.79120.00260.00120.00120.00198D1831:59:20.29877N120:38:09.19692E114.15100.00200.00090.00090.00159D2831:59:21.68813N120:39:11.76664E114.15010.00150.00070.00070.001210D1431:59:20.28826N120:37:48.92380E114.18700.00140.00060.00060.00104 二维平差 4.1 平差参数 (1)迭代次数:3;(2)网的参考因子:1.4537;(3)向平移:-12.8772米,向平移:-73.2937米;(4)比例:-34.9041ppm;旋转:2.2647秒。4.2 平面距离平差值 起点终点北方向 误差(m)中误差 (m)东方向 误差(m)中误差 (m)平距方位角中误差 (m)相对误差D6D23-576.92170.0019-495.96400.0017760.8015220.68480.00261: 294553D14761.08630.0023-122.95490.0019770.9541350.82310.00301: 256768D26D35-192.91720.0027-161.33710.0022251.4890219.90580.00351: 72174D2D11-481.63400.0000-306.74200.0000571.0184212.49220.00001:27778350D18-1324.60180.0020-984.03600.00161650.1202216.60840.00251: 658445D11D18-842.96780.0020-677.29400.00161081.3519218.78060.00251: 431498D23D45-349.22000.0000-130.90800.0000372.9497200.54890.00001:12830976D28D14-480.90160.0019-74.47520.0018486.6342188.80320.00271: 182720基线最弱边相对中误差 起点终点北方向 误差(m)中误差 (m)东方向 误差(m)中误差 (m)平距方位角中误差 (m)相对误差D26D35-192.91720.0027-161.33710.0022251.4890219.90580.00351: 721744.3 平面坐标 序号点名NE中误差 (m)误差椭圆中误差 (m)中误差 (m)E(m)F(m)ET(D:M:S)1D23540748.599557697.208*2D113540796.307559139.254*3D233540827.191560939.819*4D453541178.461564049.141*5D63540904.842558415.4470.00260.00210.001514210330.00190.00176D263540920.976561365.3640.00350.00280.002217048120.00280.00227D353541234.735562678.3440.00480.00380.002917103310.00380.00308D183540866.675560095.8180.00250.00200.001617758140.00200.00169D283540919.262561738.1660.00370.00300.002214500360.00270.002510D143540863.236559563.6020.00350.00280.002014934340.00260.0023最弱点平面中误差 序号点名NE中误差 (m)误差椭圆中误差 (m)中误差 (m)E(m)F(m)ET(D:M:S)7D353541234.735562678.3440.00480.00380.002917103310.00380.00305 高程拟合 5.1 平差参数 (1)迭代次数:2;(2)网的参考因子:43.9090;(3)参考点:D2;(4)H=H0+A+B*x+C*y;(5)A=48.8651,B=7.25381E-005,C=-0.000199555。5.2 拟合坐标 点名正高(m)中误差 (m)D25.528D115.568D235.283D456.347D65.6770.0093D265.2080.0030D355.0340.0012D185.3940.0013D285.3930.0048D145.4300.00246 平差总结 6.1 最终平面距离平差值 起点终点北方向 误差(m)中误差 (m)东方向 误差(m)中误差 (m)平距方位角中误差 (m)相对误差D6D23-576.92170.0019-495.96400.0017760.8015220.68480.00261: 294553D14761.08630.0023-122.95490.0019770.9541350.82310.00301: 256768D26D35-192.91720.0027-161.33710.0022251.4890219.90580.00351: 72174D2D11-481.63400.0000-306.74200.0000571.0184212.49220.00001:27778350D18-1324.60180.0020-984.03600.00161650.1202216.60840.00251: 658445D11D18-842.96780.0020-677.29400.00161081.3519218.78060.00251: 431498D23D45-349.22000.0000-130.90800.0000372.9497200.54890.00001:12830976D28D14-480.90160.0019-74.47520.0018486.6342188.80320.00271: 182720基线最弱边相对中误差 起点终点北方向 误差(m)中误差 (m)东方向 误差(m)中误差 (m)平距方位角中误差 (m)相对误差D26D35-192.91720.0027-161.33710.0022251.4890219.90580.00351: 721746.2 最终坐标平差值 点名xy正高(m)平面中误差中误差 (m)中误差 (m)中误差 (m)D23540748.599557697.2085.528*D113540796.307559139.2545.568*D233540827.191560939.8195.283*D453541178.461564049.1416.347*D63540904.842558415.4475.6770.00260.00190.00170.0093D263540920.976561365.3645.2080.00350.00280.00220.0030D353541234.735562678.3445.0340.00480.00380.00300.0012D183540866.675560095.8185.3940.00250.00200.00160.0013D283540919.262561738.1665.3930.00370.00270.00250.0048D143540863.236559563.6025.4300.00350.00260.00230.0024点名xy正高(m)平面中误差中误差 (m)中误差 (m)中误差 (m)D353541234.735562678.3445.0340.

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论