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1、导线点平差计算表导线点平差计算表工程名称：建鸡高速公路 A6 标段（K49+000-K59+000） 等级： 一级坐标 点名观测角度( “)角度改正( “ )方位角( “)边长观测值(m)边长改正数(mm)边长平差值(m)X( m )Y( m )GPS355066067.983523421.240 240 20 40 GPS36277 42 21-0.015065372.741522200.148 338 03 0176.910-0.0076.910 DD1111 43 25-0.015065444.076522171.400 269 46 26608.809-0.02608.809 DD21
2、76 11 50-0.025065441.673521562.595 265 58 161025.991-0.031025.991 GPS3797 20 10-0.035065369.587520539.140 183 18 26296.494-0.01296.494 DD3226 48 21-0.025065073.587520522.035 230 06 47606.526-0.02606.526 DD4206 11 37-0.015064684.637520056.642 256 18 24323.744-0.02323.744 DD5162 17 24-0.015064607.9995
3、19742.100 238 35 481085.966-0.041085.966 GPS38186 36 390.005064042.145518815.207 245 12 271041.090-0.041041.089 DD6168 54 010.015063605.580517870.073 234 06 27673.514-0.02673.514 DD7220 09 070.025063210.722517324.446 274 15 341170.918-0.041170.918 DD8173 46 00-0.005063297.692516156.762 268 01 34559.
4、078-0.02559.078 DD9172 15 53-0.015063278.435515598.016 260 17 27661.172-0.02661.172 DD10274 19 32-0.015063166.931514946.314 354 36 59188.4850.00188.485 DD11221 31 54-0.025063354.585514928.630 36 08 54376.1040.01376.104 GPS41260 57 38-0.035063658.286515150.485 117 06 32 GPS405062995.894516444.419备注Wa
5、 = 0.13“ Wx = 1.96mm Wy = -0.88mm Ws = 2.15mmWa 允 = 38.73“ D = 8694.800m 1/T = 1/4038817 1/15000测量： 计算： 复核 日期：2010.06.14水水 准准 测测 量量 记记 录录水 准 尺 读 数高 差 点 号 后 视前 视+高 程备 注GPS353.060125.9320.543ZD10.2913.603125.3893.164ZD20.2723.455122.2254.527ZD30.8274.799117.6983.548ZD40.1744.375114.1504.806ZD50.1014.9
6、80109.3441.744ZD60.1151.845107.6002.146ZD71.2702.261105.4540.953ZD83.3620.317106.4073.142ZD92.5200.220109.5490.708GPS361.812110.252 (110.257)11.99227.667（ab）15.675h15.675检验 验h理=H1H2=110.252125.932=15.68mh=h（H1H2）=15.67515.68= 5mmh容=6=6=18 mmn9因为h h容 所以 GPS35 与 GPS36 两点闭合水水 准准 测测 量量 记记 录录水 准 尺 读 数高 差
7、 点 号 后 视前 视+高 程备 注GPS362.041110.2521.719ZD13.3700.322111.9713.272ZD24.7110.098115.2434.145ZD34.4180.566119.3884.145ZD42.2120.273123.5331.832ZD52.9200.380125.3652.546ZD62.7150.374127.9112.569ZD72.9890.146130.4802.117ZD83.4510.872132.5972.960ZD93.6750.491135.5573.546ZD102.6250.129139.1032.134ZD113.264
8、0.491141.2372.272ZD121.4610.992143.5091.675GPS373.136141.824 (141.834)39.852 8.27 （ab）31.582h31.582检验h理=H1H2=141.824110.252=31.572mh=h（H1H2）=31.58231.572=10mm水水 准准 测测 量量 记记 录录水 准 尺 读 数高 差点 号后 视前 视+高 程备 注GPS370.380141.8243.185ZD10.3503.565138.6394.308ZD20.2654.658134.3312.327ZD30.0452.592132.0044.050
9、ZD40.2254.095127.9543.880ZD50.4654.105124.0742.877ZD60.0413.342121.1974.344ZD70.9204.385116.8532.450ZD80.7153.370114.4033.346ZD90.9464.061111.0572.267ZD100.9163.213108.7903.731ZD110.6894.647105.0593.314ZD121.0314.003101.7452.379GPS383.41099.350 (99.366)6.98849.446检验（ab）42.458h42.458h容=6=6=20.78mmn12
10、因为hh容 ，所以 GPS36 与 GPS37 两点闭合h理=H1H2=99.350141.824=42.474mh=h（H1H2）=42.45842.474=16mmh容=6=6=20.78mmn12因为hh容，所以 GPS37 与 GPS38 两点闭合水水 准准 测测 量量 记记 录录水 准 尺 读 数高 差点 号后 视前 视+高 程备 注GPS380.50399.3500.529ZD12.6541.03298.8211.673ZD22.1230.981100.4951.475ZD32.1640.648101.9701.161ZD41.9541.003103.1310.698ZD53.13
11、21.256103.8291.178ZD62.1251.954105.0070.183ZD71.3641.942105.1901.698GPS393.062103.493 (103.492)16.01911.878检 验 （ab）4.141h4.141h理=H1H2=103.49399.350=4.143mh=h（H1H2）=4.1434.141= 2mmh容=6=6=15.87 mmn7因为h h容 所以 GPS38 与 GPS39 两点闭合水水 准准 测测 量量 记记 录录水 准 尺 读 数高 差 点 号 后 视前 视+高 程备 注GPS392.364103.4930.684ZD13.02
12、03.048102.8091.456ZD23.2741.564104.26511.240ZD33.1592.034105.5050.316ZD41.0953.475105.1891.643ZD51.6422.738103.5462.309ZD61.0343.951101.2371.168ZD73.4002.202100.0691.944ZD80.9971.456102.0130.264ZD92.5121.261101.7490.927ZD101.8571.585102.6760.972ZD110.7320.8853.985103.648GPS404.71799.655 (99.663)25.0
13、8628.916（ab）3.830h3.830检 验 验h理=H1H2=99.665103.493=3.828mh=h（H1H2）=3.8283.830=2mmh容=6=6=19.9 mmn11因为h h容 所以 GPS39 与 GPS40 两点闭合水水 准准 测测 量量 记记 录录水 准 尺 读 数高 差 点 号 后 视前 视+高 程备注GPS400.72099.6650.626ZD11.3501.34699.0390.262ZD21.4891.08899.3010.063ZD30.6651.55299.2380.335ZD41.5931.00098.9030.457ZD51.9792.05098.4460.849ZD61.3401.13099.2950.295ZD71.3501.63599.0000.840ZD81.0310.51099.840ZD92.5421.7800.74999.0911.600GPS410.942100.700 (100.691)14.05913.033（ab）1.026h1.026检验 验h理=H1H2=100.70099.665=1.035mh=h（H1H2）=1.0351.026=9mmh容=6=6=18 mmn9因为h h容 所以 GPS40 与 GPS41 两点闭合
