导线点、水准点复测成果表(上报)

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1、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)GPS355066067.983523421.2402402040GPS362774221-0.015065372.741522200.148338030176.910-0.0076.910DD11114325-0.015065444.076522171.4002694626608.809-0.02608.809D

2、D21761150-0.025065441.673521562.59526558161025.991-0.031025.991GPS37972010-0.035065369.587520539.1401831826296.494-0.01296.494DD32264821-0.025065073.587520522.0352300647606.526-0.02606.526DD42061137-0.015064684.637520056.6422561824323.744-0.02323.744DD51621724-0.01

3、5064607.999519742.10023835481085.966-0.041085.966GPS3818636390.005064042.145518815.20724512271041.090-0.041041.089DD616854010.015063605.580517870.0732340627673.514-0.02673.514DD722009070.025063210.722517324.44627415341170.918-0.041170.918DD81734600-0.005063297.6925

4、16156.7622680134559.078-0.02559.078DD91721553-0.015063278.435515598.0162601727661.172-0.02661.172DD102741932-0.015063166.931514946.3143543659188.4850.00188.485DD112213154-0.025063354.585514928.630360854376.1040.01376.104GPS412605738-0.035063658.286515150.4851170632

5、GPS405062995.894516444.419备注Wa=0.13"Wx=1.96mmWy=-0.88mmWs=2.15mmWa允=38.73"ΣD=8694.800m1/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+—GPS353.0600.543125.932ZD10.2913.603125.3893.164ZD20.2723.455122.2254.527ZD30.8274.799117.6983.548ZD40.1744.37511

6、4.1504.806ZD50.1014.980109.3441.744ZD60.1151.845107.6002.146ZD71.2702.261105.4540.953ZD83.3620.317106.4073.142ZD92.5200.220109.5490.708GPS361.812110.252(110.257)检验验∑11.99227.667（∑a－∑b）＝—15.675∑h＝－15.675∑h理=H1－H2=110.252－125.932=－15.68mƒh=∑h－（H1－H2）=∣－15.675∣－∣－15.6

7、8∣=5mmƒh容=±6=±6=±18mm因为ƒh<ƒh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.

8、117ZD83.4510.872132.5972.960ZD93.6750.491135.5573.546ZD102.6250.129139.1032.134ZD113.2640.491141.2372.272ZD121.4610.992143.5091.675GPS373.136141.