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1、精选优质文档-倾情为你奉上GPS测量数据处理一、实验目的1、掌握GPS接收机采集的数据下载工具和使用；2、掌握TGO软件进行基线解算和闭合环路的检验。二、实验软件 GPS后处理软件：HDS2003软件三、实验内容：用中海达软件完成GPS静态处理，包括基线结算，网平差等过程， 五、 实验步骤1. 数据导入， 2.基线解算：（1）基线解算设置 数据采样间隔、截止高度角、大气改正模型、模糊度解算方法、参考卫星、采用的数据（历元）、观测值（单频、双频）（2） 基线解算 将为通过基线重新基线结算设置 ，并进行结算直到全部基线通过结算。 点击搜索基线闭合差使同步环和异步环都合适。由于部分数据质量的原因可能
2、导致基线解算失败，可通过查看基线解算后卫星观测值的残差来判断质量较差的数据，可以通过更改基线解算的设置来处理，如果更改设置后个别基线仍不成功，则应该删除掉 基线报告 基线简表L1 & L2X 增量Y 增量Z 增量距离三差解0.0049180.76271.525058.9447190.1367双差解0.0044180.75511.515758.9397190.1279整数解0.0045180.75781.515958.9407190.1307L1 & L2X 增量Y 增量Z 增量距离三差解0.0137177.2172-0.877257.7420186.3890双差解0.0059180.75331
3、.519758.9346190.1246整数解0.0062180.75671.521458.9366190.1284L1 & L2X 增量Y 增量Z 增量距离三差解0.0052-26.1632-69.082982.6062110.8185双差解0.0043-26.1650-69.076182.6016110.8113整数解0.0047-26.1952-69.090882.5980110.8249L1 & L2X 增量Y 增量Z 增量距离三差解0.0165-28.8405-72.218581.7228112.8092双差解0.0063-26.1882-69.086782.6003110.8224
4、整数解0.0064-26.1932-69.089582.6009110.8258L1 & L2X 增量Y 增量Z 增量距离三差解0.0074160.3059-67.1209144.1974225.8231双差解0.0061159.1547-67.9895143.7551224.9851整数解0.0075159.1227-67.9976143.7552224.9650L1 & L2X 增量Y 增量Z 增量距离三差解0.0069157.8625-68.8055143.5244224.1741双差解0.0051159.1430-67.9893143.7580224.9787整数解0.0055159.
5、1246-67.9929143.7573224.9663L1 & L2X 增量Y 增量Z 增量距离三差解0.0085340.1485-65.9634203.3658401.7584双差解0.0056337.7328-67.3678202.6218399.5716整数解0.0077337.7874-67.3501202.6295399.6187L1 & L2X 增量Y 增量Z 增量距离三差解0.0072337.1237-68.2152202.5008399.1394双差解0.0057337.7718-67.3465202.6263399.6033整数解0.0064337.7901-67.3458
6、202.6292399.6201L1 & L2X 增量Y 增量Z 增量距离三差解0.0052358.02275.7990112.3443375.2801双差解0.0058357.99685.7833112.3432375.2548整数解0.0075357.98495.7771112.3417375.2429L1 & L2X 增量Y 增量Z 增量距离三差解0.0071357.98135.7634112.3127375.2305双差解0.0062358.00595.7800112.3311375.2598整数解0.0080357.99045.7743112.3303375.2447L1 & L2X
7、 增量Y 增量Z 增量距离三差解0.0064-207.3641-71.178323.3925220.4846双差解0.0058-206.9496-70.604023.6607219.9384整数解0.0060-206.9529-70.606123.6588219.9420L1 & L2X 增量Y 增量Z 增量距离三差解0.0063-206.7459-70.668823.5058219.7509双差解0.0060-206.9703-70.615823.6597219.9616整数解0.0076-206.9505-70.610723.6616219.9415L1 & L2X 增量Y 增量Z 增量距
8、离三差解0.0071-21.7049-69.804884.6610111.8539双差解0.0070-21.5853-69.501984.8200111.7626整数解0.0078-21.6353-69.512184.8159111.7754L1 & L2X 增量Y 增量Z 增量距离三差解0.0051-21.6662-69.532984.8173111.7954双差解0.0049-21.6370-69.519884.8189111.7828整数解0.0057-21.6324-69.516784.8197111.7806L1 & L2X 增量Y 增量Z 增量距离三差解0.0052157.2500
9、-68.7932143.7296223.8711双差解0.0058157.0812-68.8420143.6992223.7480整数解0.0072157.0288-68.8654143.6885223.7116L1 & L2X 增量Y 增量Z 增量距离三差解0.0085159.7767-68.2484143.9955225.6571双差解0.0066157.0072-68.8743143.6904223.7004整数解0.0069157.0329-68.8701143.6898223.7168L1 & L2X 增量Y 增量Z 增量距离三差解0.0060177.23194.265853.398
10、1185.1504双差解0.0062177.23134.264453.4029185.1513整数解0.0075177.22854.261153.4010185.1480L1 & L2X 增量Y 增量Z 增量距离三差解0.0061177.49594.240053.2712185.3661双差解0.0057177.22264.247753.3927185.1396整数解0.0074177.23604.250753.3948185.1531L1 & L2X 增量Y 增量Z 增量距离三差解0.0138185.29550.912861.0596195.0988双差解0.0074185.37031.11
11、0761.1621195.2029整数解0.0081185.31741.096561.1594195.1518L1 & L2X 增量Y 增量Z 增量距离三差解0.0077185.47120.875160.8880195.2119双差解0.0075185.37141.113761.1714195.2069整数解0.0085185.31731.096761.1596195.1518L1 & L2X 增量Y 增量Z 增量距离三差解0.0084360.88910.6774119.5372380.1718双差解0.0060363.99401.7440120.0299383.2778整数解0.006736
12、3.98221.7376120.0285383.2661L1 & L2X 增量Y 增量Z 增量距离三差解0.0070365.45272.0451120.1273384.6952双差解0.0064363.98971.7490120.0286383.2733整数解0.0067363.98321.7447120.0294383.2673L1 & L2X 增量Y 增量Z 增量距离三差解0.0061384.131274.875029.7574392.4902双差解0.0068384.175474.869029.7444392.5314整数解0.0078384.180274.867629.7409392.
13、5355L1 & L2X 增量Y 增量Z 增量距离三差解0.0049384.173474.876529.7342392.5300双差解0.0048384.174374.858229.7327392.5273整数解0.0050384.184374.863529.7324392.5381L1 & L2X 增量Y 增量Z 增量距离三差解0.0081176.1441-0.157858.4862185.6002双差解0.0064178.64510.643358.8726188.0969整数解0.0072178.66600.643358.8714188.1165L1 & L2X 增量Y 增量Z 增量距离三
14、差解0.0094179.55610.787559.6540189.2078双差解0.0059178.65190.647158.8728188.1035整数解0.007020.202173.1190-90.2968117.9323平差报告1.1 项目属性项目名称:项目单位:施工单位: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 坐标系统坐标系名称:椭球长半轴 a：. 椭球扁率 f：1/298.投影名称:高斯投影尺度:1. 投影高:0.X加常数:0. Y加常数:.平均纬度:000:00:00.N 中央子午线:105:00:00.E1.3 WGS84到当地椭球固定转换参数
15、参数计算结果转换模型：一步法DX(m)= 0.DY(m)= 0.DZ(m)= 0.WX(秒)= 0.00000WY(秒)= 0.00000WZ(秒)= 0.00000K(ppm)= 0.2 WGS-84三维无约束平差2.1 平差参数参考因子：1.00平方检验(=95%)：通过自由度：752.2 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1JS04JS05.3311180.75651.520158.9392190.12910.0021-0.00130.0041-0.0015-0.00161: 890292J
16、S04JS05.3382180.75651.520158.9392190.12910.0021-0.0001-0.00130.00260.00071: 890293JS04JS10.3311-26.1943-69.089982.5994110.82520.00210.00090.00090.00150.00031: 519624JS04JS10.3381-26.1943-69.089982.5994110.82520.0021-0.0012-0.0003-0.0015-0.00061: 519625JS04JS11.3311159.1232-67.9946143.7576224.96600.0
17、0220.00050.00300.00240.00101: 6JS04JS11.3381159.1232-67.9946143.7576224.96600.0022-0.0015-0.00170.0003-0.00031: 7JS04JS12.3311337.7881-67.3474202.6296399.61890.00230.00070.00270.00010.00021: 8JS04JS12.3381337.7881-67.3474202.6296399.61890.0023-0.0020-0.00160.0005-0.00121: 9JS04JS13.3311357.98815.774
18、7112.3355375.24410.00230.0032-0.0024-0.00620.00121: 10JS04JS13.3381357.98815.7747112.3355375.24410.0023-0.00230.00050.0053-0.00061: 11JS05JS10.3311-206.9509-70.610023.6603219.94140.00220.0021-0.00380.0015-0.00061: 12JS05JS10.3381-206.9509-70.610023.6603219.94140.0022-0.00040.0008-0.0014-0.00001: 13J
19、S05JS11.3311-21.6333-69.514684.8184111.77860.00220.0019-0.00250.00250.00311: 5124214JS05JS11.3381-21.6333-69.514684.8184111.77860.0022-0.00100.0021-0.0013-0.00211: 5124215JS05JS12.3311157.0315-68.8675143.6905223.71540.00230.0027-0.00210.00190.00381: 9897016JS05JS12.3381157.0315-68.8675143.6905223.71
20、540.0023-0.00140.00260.0006-0.00141: 9897017JS05JS13.3311177.23164.254753.3964185.14940.00230.0031-0.0064-0.00460.00151: 7990918JS05JS13.3381177.23164.254753.3964185.14940.0023-0.00440.00400.0015-0.00361: 7990919JS10JS11.3311185.31751.095361.1581195.15150.00230.0001-0.0012-0.0012-0.00031: 8539320JS1
21、0JS11.3381185.31751.095361.1581195.15150.00230.0002-0.0014-0.0014-0.00031: 8539321JS10JS12.3311363.98241.7425120.0302383.26680.00230.00020.00480.00170.00071: 22JS10JS12.3381363.98241.7425120.0302383.26680.0023-0.0008-0.00230.0008-0.00051: 23JS10JS13.3311384.182574.864629.7361392.53680.00230.0023-0.0
22、029-0.00480.00131: 24JS10JS13.3381384.182574.864629.7361392.53680.0023-0.00180.00110.0037-0.00131: 25JS11JS12.3311178.66490.647158.8720188.11560.0023-0.00110.00380.0006-0.00091: 8236126JS11JS12.3381178.66490.647158.8720188.11560.0023-0.00130.00030.0002-0.00121: 8236127JS11JS13.3311198.865073.7693-31
23、.4221214.42140.00240.0027-0.0030-0.00500.00221: 8868728JS11JS13.3381198.865073.7693-31.4221214.42140.0024-0.00280.00250.0046-0.00241: 8868729JS12JS13.331120.200173.1222-90.2941117.93180.00240.0002-0.0007-0.00430.00291: 4862730JS12JS13.338120.200173.1222-90.2941117.93180.0024-0.00210.00310.0027-0.000
24、41: 486272.4 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)1JS0436:03:24.68606N103:43:56.60777E1562.43430.00140.00060.00060.00122JS0536:03:27.02255N103:43:49.57915E1563.63240.00140.00060.00050.00113JS1036:03:28.01463N103:43:58.27941E1561.82130.00140.00060.00060.00124JS1136:03:30.43787
25、N103:43:51.07775E1563.11680.00150.00060.00060.00125JS1236:03:32.77922N103:43:44.13838E1563.99700.00150.00060.00070.00126JS1336:03:29.14688N103:43:42.66127E1564.39750.00160.00070.00060.00133.2 拟合高程点名正高(m)中误差 (m)JS041453.49950.0012JS051454.69760.0011JS101452.88650.0012JS111454.18200.0012JS121455.06210.0012JS131455.46270.0013 专心-专注-专业