下载:79山东建筑大学gps
实习报告.doc gps实验施工单位：负责人：王文浩观测日期：2013年01月18日2013年01月18日gps网平差结果目录.gps网图112.使用的基线简表.23.详细的基线解.24.环闭合差报告.85.重复基线96.禁用的基线107.三维自由网平差108.二维约束平差109.平差成果表10gps实验施工单位：责人：王文浩负观测日期：2013年01月18日2013年01月18日2.基线简表(参与平差基线)012017120980180观测量l1l2p2同步时长237分钟历元间隔:15高度截止角:15.02三差解0.0100.0060.003855.171331.427179.811934.6091/90229双差浮点解0.0140.0080.005855.146331.458179.820934.5981/68010双差固定解28.710.0130.0070.006855.141331.456179.822934.5941/694992012018020980181观测量l1l2p2同步时长242分钟历元间隔:15高度截止角:15.0三差解0.0090.0070.001855.240331.441179.777934.6701/102962双差浮点解0.0120.0090.002855.148331.454179.820934.5991/80382双差固定解33.380.0120.0060.004855.147331.455179.821934.5991/793972097017120980180观测量l1l2p2同步时长237分钟历元间隔:15高度截止角:15.0三差解0.0100.0060.003723.867476.399129.149876.1391/85307双差浮点解0.0150.0080.005723.872476.348129.146876.1151/59731双差固定解10.270.0150.0070.006723.866476.343129.150876.1071/585752097018120980181观测量l1l2p2同步时长242分钟历元间隔:15高度截止角:15.0三差解0.0050.0030.0010.0000.0000.0000.0001/0双差浮点解0.0050.0030.001723.865476.284129.175876.0781/184765双差固定解16.020.0060.0030.003723.858476.342129.145876.1001/1434542097017120120171观测量l1l2p2同步时长251分钟历元间隔:15高度截止角:15.0三差解0.0090.0050.004131.285144.959308.954365.6521/39743双差浮点解0.0200.0100.009131.263144.896308.964365.6281/18521双差固定解78.210.0100.0050.005131.280144.887308.969365.6351/356662097018120120180观测量l1l2p2同步时长244分钟历元间隔:15高度截止角:15.0三差解0.0080.0060.001131.343144.897308.938365.6341/44534双差浮点解0.0170.0130.003131.286144.892308.963365.6331/21345双差固定解65.560.0090.0050.003131.281144.887308.969365.6351/394472098018053850172观测量l1l2p2同步时长208分钟历元间隔:15高度截止角:15.0三差解0.0100.0060.003257.238196.087478.301577.4021/55376双差浮点解0.0340.0200.008257.251196.114478.306577.4221/17078双差固定解26.400.0180.0090.008257.266196.121478.314577.4371/318792098018153850180观测量l1l2p2同步时长214分钟历元间隔:15高度截止角:15.0三差解0.0100.0080.001257.185196.138478.312577.4051/57103双差浮点解0.0340.0270.008257.251196.117478.309577.4251/17002双差固定解9.050.0170.0080.005257.275196.123478.313577.4411/348502012017153850172观测量l1l2p2同步时长212分钟历元间隔:15高度截止角:15.0三差解0.0100.0050.003597.929527.591298.511851.4581/88206双差浮点解0.0310.0180.008597.903527.566298.500851.4201/27841双差固定解25.790.0150.0080.007597.879527.573298.493851.4051/559082012018053850180观测量l1l2p2同步时长214分钟历元间隔:15高度截止角:15.0三差解0.0050.0040.000597.884527.590298.489851.4171/178444双差浮点解0.0070.0050.001597.872527.585298.493851.4071/128034双差固定解99.990.0060.0030.002597.868527.584298.493851.4041/1382392097017153850172观测量l1l2p2同步时长212分钟历元间隔:15高度截止角:15.0三差解0.0090.0050.003466.512672.541607.4481019.2831/107649双差浮点解0.0290.0170.008466.625672.461607.4661019.2921/35732双差固定解33.650.0160.0080.007466.597672.470607.4631019.2841/656772097018153850180观测量l1l2p2同步时长213分钟历元间隔:15高度截止角:15.0三差解0.0100.0070.001466.643672.459607.4681019.3001/106061双差浮点解0.0260.0220.006466.606672.469607.4571019.2841/38483双差固定解7.170.0150.0070.005466.592672.466607.4621019.2791/685943.基线解详细情况1.2012017120980180gnss基线解算结果ver1.00基线双差固定解测站:(2012)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20120171.13o天线高(m):0.182(m)2590296.981lat(dms)n313656.461(m)4779766.910lon(dms)e1182716.4633z(m)3324221.026(m)h7.7102测站:(2098)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\10jm1\20980180.13o天线高(m):0.176(m)2591152.123lat(dms)n313649.5136y(m)4779435.453lon(dms)e1182750.9795z(m)3324041.204(m)h12.3196测站2012基线2098标准误差(m):到协方差距阵:ddydzvector10.00445410.00169810.0014639d(01)dy(01)dz(01)d(01)0.000777dy(01)0.0009150.001831dz(01)0.0002530.0004220.000577correlationsforbaseline1:solutionsigmad(m)855.1410.000dy(m)331.4560.000dz(m)179.8220.000rms:0.013rdop:0.12.2012018020980181gnss基线解算结果ver1.00基线双差固定解测站:(2012)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20120180.13o天线高(m):0.182(m)2590293.813lat(dms)n313656.5206y(m)4779761.715lon(dms)e1182716.4515z(m)3324219.421(m)h1.6935测站:(2098)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\10jm1\20980181.13o天线高(m):0.176(m)2591148.960lat(dms)n313649.5726y(m)4779430.260lon(dms)e1182750.9679z(m)3324039.600(m)h6.3071测站2012基线2098标准误差(m):到协方差距阵:ddydzvector10.00029730.00043340.0003239d(01)dy(01)dz(01)d(01)0.000845dy(01)0.0005920.001019dz(01)0.0002200.0003930.000695correlationsforbaseline1:solutionsigmad(m)855.1470.000dy(m)331.4550.000dz(m)179.8210.000rms:0.012rdop:0.13.2097017120980180gnss基线解算结果ver1.00基线双差固定解测站:(2097)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20970171.13o天线高(m):0.176(m)2590428.246lat(dms)n313644.6862y(m)4779911.792lon(dms)e1182718.2228z(m)3323912.049(m)h7.4840测站:(2098)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\10jm1\20980180.13o天线高(m):0.176(m)2591152.112lat(dms)n313649.5136y(m)4779435.449lon(dms)e1182750.9792z(m)3324041.199(m)h12.3092测站2097基线2098标准误差(m):到协方差距阵:ddydzvector10.00625910.00529890.0040798下载:79山东建筑大学gps实习报告.doc gps实验施工单位：负责人：王文浩观测日期：2013年01月18日2013年01月18日gps网平差结果目录.gps网图112.使用的基线简表.23.详细的基线解.24.环闭合差报告.85.重复基线96.禁用的基线107.三维自由网平差108.二维约束平差109.平差成果表10gps实验施工单位：责人：王文浩负观测日期：2013年01月18日2013年01月18日2.基线简表(参与平差基线)012017120980180观测量l1l2p2同步时长237分钟历元间隔:15高度截止角:15.02三差解0.0100.0060.003855.171331.427179.811934.6091/90229双差浮点解0.0140.0080.005855.146331.458179.820934.5981/68010双差固定解28.710.0130.0070.006855.141331.456179.822934.5941/694992012018020980181观测量l1l2p2同步时长242分钟历元间隔:15高度截止角:15.0三差解0.0090.0070.001855.240331.441179.777934.6701/102962双差浮点解0.0120.0090.002855.148331.454179.820934.5991/80382双差固定解33.380.0120.0060.004855.147331.455179.821934.5991/793972097017120980180观测量l1l2p2同步时长237分钟历元间隔:15高度截止角:15.0三差解0.0100.0060.003723.867476.399129.149876.1391/85307双差浮点解0.0150.0080.005723.872476.348129.146876.1151/59731双差固定解10.270.0150.0070.006723.866476.343129.150876.1071/585752097018120980181观测量l1l2p2同步时长242分钟历元间隔:15高度截止角:15.0三差解0.0050.0030.0010.0000.0000.0000.0001/0双差浮点解0.0050.0030.001723.865476.284129.175876.0781/184765双差固定解16.020.0060.0030.003723.858476.342129.145876.1001/1434542097017120120171观测量l1l2p2同步时长251分钟历元间隔:15高度截止角:15.0三差解0.0090.0050.004131.285144.959308.954365.6521/39743双差浮点解0.0200.0100.009131.263144.896308.964365.6281/18521双差固定解78.210.0100.0050.005131.280144.887308.969365.6351/356662097018120120180观测量l1l2p2同步时长244分钟历元间隔:15高度截止角:15.0三差解0.0080.0060.001131.343144.897308.938365.6341/44534双差浮点解0.0170.0130.003131.286144.892308.963365.6331/21345双差固定解65.560.0090.0050.003131.281144.887308.969365.6351/394472098018053850172观测量l1l2p2同步时长208分钟历元间隔:15高度截止角:15.0三差解0.0100.0060.003257.238196.087478.301577.4021/55376双差浮点解0.0340.0200.008257.251196.114478.306577.4221/17078双差固定解26.400.0180.0090.008257.266196.121478.314577.4371/318792098018153850180观测量l1l2p2同步时长214分钟历元间隔:15高度截止角:15.0三差解0.0100.0080.001257.185196.138478.312577.4051/57103双差浮点解0.0340.0270.008257.251196.117478.309577.4251/17002双差固定解9.050.0170.0080.005257.275196.123478.313577.4411/348502012017153850172观测量l1l2p2同步时长212分钟历元间隔:15高度截止角:15.0三差解0.0100.0050.003597.929527.591298.511851.4581/88206双差浮点解0.0310.0180.008597.903527.566298.500851.4201/27841双差固定解25.790.0150.0080.007597.879527.573298.493851.4051/559082012018053850180观测量l1l2p2同步时长214分钟历元间隔:15高度截止角:15.0三差解0.0050.0040.000597.884527.590298.489851.4171/178444双差浮点解0.0070.0050.001597.872527.585298.493851.4071/128034双差固定解99.990.0060.0030.002597.868527.584298.493851.4041/1382392097017153850172观测量l1l2p2同步时长212分钟历元间隔:15高度截止角:15.0三差解0.0090.0050.003466.512672.541607.4481019.2831/107649双差浮点解0.0290.0170.008466.625672.461607.4661019.2921/35732双差固定解33.650.0160.0080.007466.597672.470607.4631019.2841/656772097018153850180观测量l1l2p2同步时长213分钟历元间隔:15高度截止角:15.0三差解0.0100.0070.001466.643672.459607.4681019.3001/106061双差浮点解0.0260.0220.006466.606672.469607.4571019.2841/38483双差固定解7.170.0150.0070.005466.592672.466607.4621019.2791/685943.基线解详细情况1.2012017120980180gnss基线解算结果ver1.00基线双差固定解测站:(2012)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20120171.13o天线高(m):0.182(m)2590296.981lat(dms)n313656.461(m)4779766.910lon(dms)e1182716.4633z(m)3324221.026(m)h7.7102测站:(2098)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\10jm1\20980180.13o天线高(m):0.176(m)2591152.123lat(dms)n313649.5136y(m)4779435.453lon(dms)e1182750.9795z(m)3324041.204(m)h12.3196测站2012基线2098标准误差(m):到协方差距阵:ddydzvector10.00445410.00169810.0014639d(01)dy(01)dz(01)d(01)0.000777dy(01)0.0009150.001831dz(01)0.0002530.0004220.000577correlationsforbaseline1:solutionsigmad(m)855.1410.000dy(m)331.4560.000dz(m)179.8220.000rms:0.013rdop:0.12.2012018020980181gnss基线解算结果ver1.00基线双差固定解测站:(2012)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20120180.13o天线高(m):0.182(m)2590293.813lat(dms)n313656.5206y(m)4779761.715lon(dms)e1182716.4515z(m)3324219.421(m)h1.6935测站:(2098)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\10jm1\20980181.13o天线高(m):0.176(m)2591148.960lat(dms)n313649.5726y(m)4779430.260lon(dms)e1182750.9679z(m)3324039.600(m)h6.3071测站2012基线2098标准误差(m):到协方差距阵:ddydzvector10.00029730.00043340.0003239d(01)dy(01)dz(01)d(01)0.000845dy(01)0.0005920.001019dz(01)0.0002200.0003930.000695correlationsforbaseline1:solutionsigmad(m)855.1470.000dy(m)331.4550.000dz(m)179.8210.000rms:0.012rdop:0.13.2097017120980180gnss基线解算结果ver1.00基线双差固定解测站:(2097)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20970171.13o天线高(m):0.176(m)2590428.246lat(dms)n313644.6862y(m)4779911.792lon(dms)e1182718.2228z(m)3323912.049(m)h7.4840测站:(2098)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\10jm1\20980180.13o天线高(m):0.176(m)2591152.112lat(dms)n313649.5136y(m)4779435.449lon(dms)e1182750.9792z(m)3324041.199(m)h12.3092测站2097基线2098标准误差(m):到协方差距阵:ddydzvector10.00625910.00529890.0040798下载:79山东建筑大学gps实习报告.doc d(01)dy(01)dz(01)d(01)0.000771dy(01)0.0009040.001806dz(01)0.0002520.0004110.000564correlationsforbaseline1:solutionsigmad(m)723.8660.000dy(m)476.3430.000dz(m)129.1500.000rms:0.015rdop:0.14.2097018120980181gnss基线解算结果ver1.00基线双差固定解测站:(2097)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20970181.13o天线高(m):0.176(m)2590428.428lat(dms)n313644.6994y(m)4779911.393lon(dms)e1182718.2361z(m)3323912.365(m)h7.4245测站:(2098)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\10jm1\20980181.13o天线高(m):0.176(m)2591152.266lat(dms)n313649.5273y(m)4779435.020lon(dms)e1182750.9921z(m)3324041.505(m)h12.2107测站2097基线2098标准误差(m):到协方差距阵:ddydzvector10.00000000.00000000.0000000d(01)dy(01)dz(01)d(01)0.176951dy(01)0.1397110.391802dz(01)0.1071630.2169600.283375correlationsforbaseline1:solutionsigmad(m)723.8580.001dy(m)476.3420.002dz(m)129.1450.002rms:0.006rdop:0.95.2097017120120171gnss基线解算结果ver1.00基线双差固定解测站:(2097)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20970171.13o天线高(m):0.176(m)2590428.246lat(dms)n313644.6862y(m)4779911.792lon(dms)e1182718.2228z(m)3323912.049(m)h7.4840测站:(2012)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20120171.13o天线高(m):0.182(m)2590296.967lat(dms)n313656.461(m)4779766.905lon(dms)e1182716.4629z(m)3324221.018(m)h7.6964测站2097基线2012标准误差(m):到协方差距阵:ddydzvector10.00423850.00249170.0014341d(01)dy(01)dz(01)d(01)0.000507dy(01)0.0006310.001601dz(01)0.0002270.0003780.000614correlationsforbaseline1:solutionsigmad(m)131.2800.000dy(m)144.8870.000dz(m)308.9690.000rms:0.010rdop:0.16.2097018120120180gnss基线解算结果ver1.00基线双差固定解测站:(2097)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20970181.13o天线高(m):0.176(m)2590428.428lat(dms)n313644.6994y(m)4779911.393lon(dms)e1182718.2361z(m)3323912.365(m)h7.4245测站:(2012)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20120180.13o天线高(m):0.182(m)2590297.147lat(dms)n313656.4748y(m)4779766.506lon(dms)e1182716.4762z(m)3324221.334(m)h7.6362测站2097基线2012标准误差(m):到协方差距阵:ddydzvector10.00344020.00228560.0002419d(01)dy(01)dz(01)d(01)0.000804dy(01)0.0005630.000966dz(01)0.0002050.0003550.000657correlationsforbaseline1:solutionsigmad(m)131.2810.000dy(m)144.8870.000dz(m)308.9690.000rms:0.009rdop:0.07.2098018053850172gnss基线解算结果ver1.00基线双差固定解测站:(2098)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\10jm1\20980180.13o天线高(m):0.176(m)2591152.150lat(dms)n313649.5153y(m)4779435.390lon(dms)e1182750.9815z(m)3324041.240(m)h12.3024测站:(5385)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\53850172.13o天线高(m):0.196(m)2590894.884lat(dms)n313707.761(m)4779239.269lon(dms)e1182745.9469z(m)3324519.555(m)h11.8098测站2098基线5385标准误差(m):到协方差距阵:ddydzvector10.00884220.01223010.0007271d(01)dy(01)dz(01)d(01)0.001156dy(01)0.0014900.003010dz(01)0.0002860.0006000.000762correlationsforbaseline1:solutionsigmad(m)257.2660.000dy(m)196.1210.000dz(m)478.3140.000rms:0.018rdop:0.18.2098018153850180gnss基线解算结果ver1.00基线双差固定解测站:(2098)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\10jm1\20980181.13o天线高(m):0.176(m)2591152.266lat(dms)n313649.5273y(m)4779435.020lon(dms)e1182750.9921z(m)3324041.505(m)h12.2107测站:(5385)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\53850180.13o天线高(m):0.196(m)2590894.991lat(dms)n313707.773(m)4779238.896lon(dms)e1182745.9572z(m)3324519.818(m)h11.7124测站2098基线5385标准误差(m):到协方差距阵:ddydzvector10.00057490.01163420.0038521d(01)dy(01)dz(01)d(01)0.001205dy(01)0.0008890.001625dz(01)0.0003590.0004960.000810correlationsforbaseline1:solutionsigmad(m)257.2750.000dy(m)196.1230.000dz(m)478.3130.000rms:0.017rdop:0.19.2012017153850172gnss基线解算结果ver1.00基线双差固定解测站:(2012)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20120171.13o天线高(m):0.182(m)2590296.981lat(dms)n313656.461(m)4779766.910lon(dms)e1182716.4633z(m)3324221.026(m)h7.7102测站:(5385)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\53850172.13o天线高(m):0.196(m)2590894.860lat(dms)n313707.7597y(m)4779239.337lon(dms)e1182745.9449z(m)3324519.519(m)h11.8319测站2012基线5385标准误差(m):到协方差距阵:ddydzvector10.01211070.01060870.0056305d(01)dy(01)dz(01)d(01)0.001161dy(01)0.0014880.002970dz(01)0.0003030.0005910.000731correlationsforbaseline1:solutionsigmad(m)597.8790.000dy(m)527.5730.000dz(m)298.4930.000rms:0.015rdop:0.110.2012018053850180gnss基线解算结果ver1.00基线双差固定解测站:(2012)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20120180.13o线高(m):0.182天(m)2590293.813lat(dms)n313656.5206y(m)4779761.715lon(dms)e1182716.4515z(m)3324219.421(m)h1.6935测站:(5385)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\53850180.13o天线高(m):0.196(m)2590891.681lat(dms)n313707.8190y(m)4779234.131lon(dms)e1182745.9330z(m)3324517.913(m)h5.8030测站2012基线5385标准误差(m):到协方差距阵:ddydzvector10.00385490.00116990.0003707d(01)dy(01)dz(01)d(01)0.000945dy(01)0.0006280.004dz(01)0.0002470.0003480.000655correlationsforbaseline1:solutionsigmad(m)597.8680.000dy(m)527.5840.000dz(m)298.4930.000rms:0.006rdop:0..2097017153850172gnss基线解算结果ver1.00基线双差固定解测站:(2097)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20970171.13o天线高(m):0.176(m)2590428.246lat(dms)n313644.6862y(m)4779911.792lon(dms)e1182718.2228z(m)3323912.049(m)h7.4840测站:(5385)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\53850172.13o天线高(m):0.196(m)2590894.844lat(dms)n313707.7598y(m)4779239.323lon(dms)e1182745.9446z(m)3324519.512(m)h11.8113测站2097基线5385标准误差(m):到协方差距阵:ddydzvector10.01552100.00541000.0092177d(01)dy(01)dz(01)d(01)0.001134dy(01)0.0014430.002871dz(01)0.0002880.0005670.000721correlationsforbaseline1:solutionsigmad(m)466.5970.000dy(m)672.4700.000dz(m)607.4630.000rms:0.016rdop:0.112.2097018153850180gnss基线解算结果ver1.00基线双差固定解测站:(2097)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\20970181.13o天线高(m):0.176(m)2590428.428lat(dms)n313644.6994y(m)4779911.393lon(dms)e1182718.2361z(m)3323912.365(m)h7.4245测站:(5385)输入文件:c:\users\wangjini\desktop\gps\新建文件夹\test\53850180.13o天线高(m):0.196(m)2590895.020lat(dms)n313707.7730y(m)4779238.927lon(dms)e1182745.9576z(m)3324519.827(m)h11.7516到测站2097基线5385标准误差(m):协方差距阵:ddydzvector10.00855790.00855660.0013558d(01)dy(01)dz(01)d(01)0.001043dy(01)0.0007380.001410dz(01)0.0002990.0004100.000731correlationsforbaseline1:solutionsigmad(m)466.5920.000dy(m)672.4660.000dz(m)607.4620.000rms:0.015rdop:0.14.使用环闭合差报告报告中为剔除不参与平差的基线（包括自动剔除和人工剔除）后的基线组成的环的情况闭合环最大节点数：3闭合环总数：32同步环总数：8异步环总数：24同步环情况：环号环总长相对误差△mm△ymm△zmm△边长mm12176.3362.4ppm4.3810.3102.6705.14016.0427.78环中的点:20972098201282176.3334.3ppm8.7150.3473.1519.27316.0427.78环中的点:20972098201292363.4362.3ppm2.9244.4820.5945.38416.1227.92环中的点:538520982012162363.4442.9ppm4.2945.4590.3136.95316.1227.92环中的点:538520982012172472.8282.4ppm2.5555.3590.7375.98316.1728.00环中的点:538520982097242472..9ppm8.8260.8943.6989.66.1728.00环中的点:538520982097252236.3244.3ppm1.0979.5301.3399.68616.0627.82环中的点:538520122097322236.3173.0ppm4.4054.9120.8606.65416.0627.82环中的点:538520122097异步环情况：环号环总长相对误差△mm△ymm△zmm△边长mm22176.3401.2ppm1.7081.2061.5172.58316.0427.78环中的点:20972098201232176.3281.9ppm3.3181.4472.2024.23716.0427.78环中的点:20972098201242176.3334.6ppm9.4080.0693.3559.98816.0427.78环中的点:20972098201252176.3362.7ppm5.0740.7262.8745.87716.0427.78环中的点:20972098201262176.3411.0ppm1.0150.7901.7202.14816.0427.78环中的点:20972098201272176.3281.7ppm2.6251.8631.9983.78916.0427.78环中的点:209720982012102363.4401.9ppm3.1662.9660.5594.37416.1227.92环中的点:538520982012112363.4405.9ppm12.2836.6741.18814.03016.1227.92环中的点:538520982012122363.4453.4ppm6.1945.1580.0358.06016.1227.92环中的点:538520982012132363.4354.1ppm7.5646.1360.2469.74316.1227.92下载:79山东建筑大学gps实习报告.doc 环中的点:538520982012142363.4396.6ppm13.6547.6520.90815.67816.1227.92环中的点:538520982012152363.4391.9ppm1.7953.9430.8404.41316.1227.92环中的点:538520982012182472.8213.7ppm5.1446.4964.1359.26116.1728.00环中的点:538520982097192472.8333.0ppm6.8053.1670.1437.50716.1728.00环中的点:538520982097202472.8256.4ppm14.5044.3044.72915.85116.1728.00环中的点:538520982097212472.8233.5ppm8.2341.9491.7688.64416.1728.00环中的点:538520982097222472.8151.8ppm0.5343.0873.1044.41016.1728.00环中的点:538520982097232472.8270.7ppm1.1260.2431.1741.64516.1728.00环中的点:538520982097262236.3244.1ppm0.4049.1151.5439.25316.0627.82环中的点:538520122097272236.3234.3ppm9.3911.0871.6879.60316.0627.82环中的点:538520122097282236.3234.6ppm10.0841.5031.89110.36916.0627.82环中的点:538520122097292236.3184.1ppm6.7766.1210.3089.13616.0627.82环中的点:538520122097302236.3183.7ppm6.0835.7050.5128.35516.0627.82环中的点:538520122097312236.3172.6ppm3.7124.4960.6565.86716.0627.82环中的点:538520122097重复基线报告基线名质量中误差yz基线长相对误差dw(mm)dwc(mm)重复基线0.00320.00300.00080.0006934.59623.4ppm8.89201201712098018028.710.0134855.1412331.4563179.8218934.59381/69499201201802098018133.380.0118855.1473331.4548179.8206934.59861/79397重复基线0.00460.00380.00060.0024876.10345.2ppm8.84209701712098018010.270.0150723.8656476.3430129.1500876.10721/58575209701812098018116.020.0061723.8579476.3419129.1452876.09951/143454重复基线0.00040.00030.00020.0001365.63471.1ppm8.55209701712012017178.210.0103131.2800144.8871308.9691365.63451/35666209701812012018065.560.0093131.2807144.8875308.9689365.63481/39447重复基线0.00480.00470.00110.0003577.43928.3ppm8.64209801805385017226.400.0181257.2656196.1212478.3141577.43701/3187920980181538501809.050.0166257.2749196.1234478.3135577.44141/34850重复基线0.00750.00520.00530.0002851.40438.8ppm8.82201201715385017225.790.0152597.8785527.5730298.4929851.40481/55908201201805385018099.990.0062597.8681527.5836298.4926851.40391/138239重复基线0.00340.00280.00170.00051019.28153.3ppm8.96209701715385017233.650.0155466.5975672.4696607.46341019.28421/6567720970181538501807.170.0149466.5918672.4662607.46241019.27881/68594剔除基线后重复基线剔除基线后重复基线0.00320.00300.00080.0006934.59623.4ppm8.89201201712098018028.710.0134855.1412331.4563179.8218934.59381/69499201201802098018133.380.0118855.1473331.4548179.8206934.59861/79397剔除基线后重复基线0.00460.00380.00060.0024876.10345.2ppm8.84209701712098018010.270.0150723.8656476.3430129.1500876.10721/58575209701812098018116.020.0061723.8579476.3419129.1452876.09951/143454剔除基线后重复基线0.00040.00030.00020.0001365.63471.1ppm8.55209701712012017178.210.0103131.2800144.8871308.9691365.63451/35666209701812012018065.560.0093131.2807144.8875308.9689365.63481/39447剔除基线后重复基线0.00480.00470.00110.0003577.43928.3ppm8.64209801805385017226.400.0181257.2656196.1212478.3141577.43701/3187920980181538501809.050.0166257.2749196.1234478.3135577.44141/34850剔除基线后重复基线0.00750.00520.00530.0002851.40438.8ppm8.82201201715385017225.790.0152597.8785527.5730298.4929851.40481/55908201201805385018099.990.0062597.8681527.5836298.4926851.40391/138239剔除基线后重复基线0.00340.00280.00170.00051019.28153.3ppm8.96209701715385017233.650.0155466.5975672.4696607.46341019.28421/6567720970181538501807.170.0149466.5918672.4662607.46241019.27881/685946.剔除的基线用：禁自动剔除：7.三维自由网平差gs84坐标系下经典自由网平差平差结果w三维自由网平差单位权中误差:0.057114(米)基线及其改正基线名基线△基线△y基线△z△改正mm△y改正mm△z改正mm相对误差平差后距离2012017120980180855.1412331.4563179.82182.57160.08980.95131:585043934.59592012018020980181855.1473331.4548179.82063.51781.42610.20211:585043934.59592097017120980180723.8656476.3430129.15000.95470.38490.99881:484191876.10652097018120980181723.8579476.3419129.14526.74481.52223.87311:484191876.10652097017120120171131.2800144.8871308.96910.85510.16470.71991:237901365.63492097018120120180131.2807144.8875308.96891.54800.25120.92381:237901365.63492098018053850172257.2656196.1212478.31414.14102.33940.15231:330433577.43952098018153850180257.2749196.1234478.31355.21880.14710.44181:330433577.43952012017153850172597.8785527.5730298.49294.49306.73110.20491:529745851.40582012018053850180597.8681527.5836298.49265.99503.88610.55311:529745851.40582097017153850172466.5975672.4696607.46342.54062.63470.41401:5997141019.28112097018153850180466.5918672.4662607.46243.13810.77490.61721:5997141019.2811平差后wgs84坐标和点位精度id状态yz偏移mmy偏移mmz偏移mm点名2012固定2590297.05524779767.04603324221.12150.00000.00000.000010jm420982591152.19904779435.58983324041.30070.83731.13120.755810jm120972590428.33434779911.93323323912.15160.77671.09160.753210jm353852590894.92934779239.46633324519.61460.84881.14170.747710jm2id状态blhb偏移(秒)l偏移(秒)h偏移mm点名2012固定31.365646155n118.271646333e7.8920.000000.000000.00010jm4209831.364951362n118.275097956e12.5030.000020.000021.33110jm1209731.364468623n118.271822320e7.6790.000020.000021.27610jm3538531.370775983n118.274594485e12.0070.000020.000021.32910jm28.二维约束平差当前坐标系统:1954北京系统新椭球长半径:6378245.000000椭球扁率:1/298.3控制等级：e级2009m0:1.000000h=：45.000(投影高)n0:50000.000000(北向加)e0=：50000.000(东向加)采用网配合法进行转换基线名△改正mm△y改正mm相对误差距离201220981:901606934.6056209720981:758092876.1129209720121:369265365.6432209853851:513607577.4521201253851:812362851.4151209753851:9342511019.2949单位权中误差0.002(米)平差后坐标和点位精度id坐标y坐标rms(mm)d(mm)dy(mm)点名20123499286.8087495618.56610.41030.32520.250110jm420983499072.8471496528.35070.00000.00000.000010jm120973498924.1200495664.95390.61450.48950.371510jm353853499634.8338496395.60290.64770.51210.396610jm29.平差成果表id坐标坐标y高程yh点名20983499072.8471496528.350710jm120123499286.8087495618.566110jm420973498924.1200495664.953910jm353853499634.8338496395.602910jm2