导线点、水准点复测成果表(上报).doc

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)坐标X( m )Y( m )GPS355066067.983523421.240240 20 40GPS36277 42 21-0.015065372.741522200.148338 03 0176.910-0.0076.910DD1111 43 25-0.015065444.076522171.400269 46 26608.809-0.02608.809DD2176 11 50-0.025065441.673521562.595265 58 161025.991-0.031025.991GPS3797 20 10-0.035065369.587520539.140183 18 26296.494-0.01296.494DD3226 48 21-0.025065073.587520522.035230 06 47606.526-0.02606.526DD4206 11 37-0.015064684.637520056.642256 18 24323.744-0.02323.744DD5162 17 24-0.015064607.999519742.100238 35 481085.966-0.041085.966GPS38186 36 390.005064042.145518815.207245 12 271041.090-0.041041.089DD6168 54 010.015063605.580517870.073234 06 27673.514-0.02673.514DD7220 09 070.025063210.722517324.446274 15 341170.918-0.041170.918DD8173 46 00-0.005063297.692516156.762268 01 34559.078-0.02559.078DD9172 15 53-0.015063278.435515598.016260 17 27661.172-0.02661.172DD10274 19 32-0.015063166.931514946.314354 36 59188.4850.00188.485DD11221 31 54-0.025063354.585514928.63036 08 54376.1040.01376.104GPS41260 57 38-0.035063658.286515150.485117 06 32GPS405062995.894516444.419备注Wa = 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 准 测 量 记 录点 号水 准 尺 读 数高 差高 程备注后 视前 视+GPS353.0600.543125.932ZD10.2913.603125.3893.164ZD20.2723.455122.2254.527ZD30.8274.799117.6983.548ZD40.1744.375114.1504.806ZD50.1014.980109.3441.744ZD60.1151.845107.6002.146ZD71.2702.261105.4540.953ZD83.3620.317106.4073.142ZD92.5200.220109.5490.708GPS361.812110.252(110.257)检验 验11.99227.667（ab）15.675h15.675h理=H1H2=110.252125.932=15.68mh=h（H1H2）=15.67515.68= 5mmh容=6=6=18 mm因为h h容 所以GPS35与GPS36两点闭合水 准 测 量 记 录点 号水 准 尺 读 数高 差高 程备 注后 视前 视+GPS362.0411.719110.252ZD13.3700.322111.9713.272ZD24.7110.098115.2434.145ZD34.4180.566119.3884.145ZD42.2120.273123.5331.832ZD52.9200.380125.3652.546ZD62.7150.374127.9112.569ZD72.9890.146130.4802.117ZD83.4510.872132.5972.960ZD93.6750.491135.5573.546ZD102.6250.129139.1032.134ZD113.2640.491141.2372.272ZD121.4610.992143.5091.675GPS373.136141.824(141.834)检 验39.852 8.27 （ab）31.582h31.582h理=H1H2=141.824110.252=31.572mh=h（H1H2）=31.58231.572=10mmh容=6=6=20.78mm 因为hh容 ，所以GPS36与GPS37两点闭合水 准 测 量 记 录点 号水 准 尺 读 数高 差高 程备注后 视前 视+GPS370.3803.185141.824ZD10.3503.565138.6394.308ZD20.2654.658134.3312.327ZD30.0452.592132.0044.050ZD40.2254.095127.9543.880ZD50.4654.105124.0742.877ZD60.0413.342121.1974.344ZD70.9204.385116.8532.450ZD80.7153.370114.4033.346ZD90.9464.061111.0572.267ZD100.9163.213108.7903.731ZD110.6894.647105.0593.314ZD121.0314.003101.7452.379GPS383.41099.350(99.366)检验6.98849.446（ab）42.458h42.458h理=H1H2=99.350141.824=42.474mh=h（H1H2）=42.45842.474=16mmh容=6=6=20.78mm因为hh容，所以GPS37与GPS38两点闭合水 准 测 量 记 录点 号水 准 尺 读 数高 差高 程备 注后 视前 视+GPS380.5030.52999.350ZD12.6541.03298.8211.673ZD22.1230.981100.4951.475ZD32.1640.648101.9701.161ZD41.9541.003103.1310.698ZD53.1321.256103.8291.178ZD62.1251.954105.0070.183ZD71.3641.942105.1901.698GPS393.062103.493(103.492) 检 验 16.01911.878（ab）4.141h4.141h理=H1H2=103.49399.350=4.143mh=h（H1H2）=4.1434.141= 2mmh容=6=6=15.87 mm因为h h容 所以GPS38与GPS39两点闭合水 准 测 量 记 录点 号水 准 尺 读 数高 差高 程备注后 视前 视+GPS392.3640.684103.493ZD13.0203.048102.8091.456ZD23.2741.564104.26511.240ZD33.1592.034105.5050.316ZD41.0953.475105.1891.643ZD51.6422.738103.5462.309ZD61.0343.951101.2371.168ZD73.4002.202100.0691.944ZD80.9971.456102.0130.264ZD92.5121.261101.7490.927ZD101.8571.585102.6760.972ZD110.7320.885103.6483.985GPS404.71799.655(99.663)检验 验25.08628.916（ab）3.830h3.830h理=H1H2=99.665103.493=3.828mh=h（H1H2）=3.8283.830=2mmh容=6=6=19.9 mm因为h h容 所以GPS39与GPS40两点闭合水 准 测 量 记 录点 号水 准 尺 读 数高 差高 程备注后 视前 视+GPS400.7200.62699.665ZD11.3501.34699.0390.262ZD21.4891.08899.3010.063ZD30.6651.55299.2380.335ZD41.5931.00098.9030.457ZD51.9792.05098.4460.849ZD61.3401.13099.2950.295ZD71.3501.63599.