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1、導(dǎo)線(xiàn)點(diǎn)平差計(jì)算表點(diǎn)名觀(guān)測(cè)角度(。)角度改正(")方位角(C)邊長(zhǎng)觀(guān)測(cè)值(m)邊長(zhǎng)改正數(shù)(mm)邊長(zhǎng)平差值(m)坐標(biāo)X( m )Y( m )GPS355066067. 983523121.240240 20 40GPS36277 42 21-0.015065372. 741522200. 148338 03 0176.910-0. 0076. 910DD1111 43 25-o.oi5065444. 076522171. 400269 46 26608. 809-0. 0260S. 809DD2176 11 50-o. 025065441. 673521562. 595265 58 1

2、61025. 991-0. 031025. 991GPS3797 20 10-0. 035065369. 587520539. 140183 18 26296. 491-0.01296. 494DD3226 18 21-0. 025065073. 587520522. 035230 06 47606. 526-0. 02606. 526DD4206 11 37-0.015064681. 637520056. 612256 18 24323.744-0. 02323. 744DD5162 17 24-0.015064607. 999519742. 100238 35 481085.966-0.

3、011085. 966GPS38186 36 390.005064042. 145518815. 207245 12 271041.090-0. 011011.089DD6168 54 010.015063605. 580517870. 073234 06 27673.514-0. 02673. 514DD7220 09 070. 025063210. 722517324.446274 15 311170.918-0. 011170.918DD8173 16 00-o. 005063297. 692516156. 762268 01 34559. 078-0. 02559. 078DD9172

4、 15 53-o.oi5063278. 135515598. 016260 17 27661. 172-0. 02661. 172DD10274 19 32-o.oi5063166. 931514946. 314354 36 59188. 4850.00188. 485DD11221 31 54-o. 025063354. 585511928. 63036 08 54376.1040.01376. 101GPS41260 57 38-0. 035063658. 286515150.485117 06 32GPS105062995. 891516444. 419備注Wa = 0.13"

5、Wx = 1. 96mmWy = -0 88mmWs = 2. 15mmWa 允二 38. 73*= 8694. 800m1/T = 1/4038817 < 1/15000工程名稱(chēng)：建雞高速公路A6標(biāo)段(K49+000-K59+000)等級(jí)： 一級(jí)測(cè)址:訃算:復(fù)核日期：2010. 06. 11水準(zhǔn)測(cè)量記錄點(diǎn)號(hào)水準(zhǔn)尺讀數(shù)高差高程備 注后視前視+GPS353.0600.543125.932ZD10.2913.603125.3893.164ZD20.2723.455122.2254.527ZD30.8274.799117.6983.548ZD40.1744.375114.1504.806ZD5

6、0.1014.980109.3441.744ZD60.1151.845107.6002.146ZD71.2702.261105.4540.953ZD833620317106.407342ZD92.5200.220109.5490.708GPS361.812110.252(110.257)檢驗(yàn)11.99227.667(Sa-Lb) =15.675Lh=-15.675Z h 理二H)-H2= 110.252 -125.932=-15.68m九=lh (HlH?) = 1 15.675 1 | 15.68 I = 5mm fh §=±6 Vn =±6>/9 =&#

7、177;18 mm1大1為人< fh容 所以GPS35與GPS36兩點(diǎn)閉合點(diǎn)號(hào)水準(zhǔn)尺讀數(shù)高差高程備 注后視前視+GPS362.0411.719110.252ZD13.3700322111.9713.272ZD24.7110.098115.2434.145ZD34.4180.5661193884145ZD42.2120.273123.5331.832ZD52.9200.3801253652.546ZD62.7150374127.9112.569ZD72.9890.146130.4802.117ZD834510.872132.5972.960ZD93.6750.491135.5573.546

8、ZD102.6250.129139.1032.134ZD113.2640.491141.2372.272ZD121.4610.992143.5091.675GPS373.136141.824(141.834)檢驗(yàn)39.8528.27(Sa-Eb) =31.582Zh=31.582L h 理二H 1-H2=141.824-110.252=31.572m/h=Eh-(Hi-H2)=31.582-31.572=10mm fh 容二±6循二±6 屁=±20. 78mm因?yàn)?h/h容 ，所以GPS36與GPS37兩點(diǎn)閉合點(diǎn)號(hào)水準(zhǔn)尺讀數(shù)髙差高程備 注后視前視+GPS370.3

9、803.185141.824ZD103503.56513&6394.308ZD20.2654.658134.3312.327ZD30.0452.592132.0044.050ZD40.2254.095127.9543.880ZD50.4654.105124.0742.877ZD60.0413342974344ZD70.9204385116.8532.450ZD80.7153370114.4033346ZD90.9464.061111.0572.267ZD100.9163.213108.7903.731ZD110.6894.647105.0593.314ZD121.0314.003101

10、.7452379GPS383.41099350(99.366)檢驗(yàn)6.98849.446(Za-Eb) =-42.458Eh=-42.458L h 理二H i H2=99.350-141.824= -42.474m/h=h (Hi H?) = 1 42.458 | I 42.474 1 =16mm fh 容:±6 喬二±6 屁=±20. 78mm因?yàn)閒h九容.所以GPS37與GPS38兩點(diǎn)閉合水準(zhǔn)測(cè) 量記錄點(diǎn)號(hào)水準(zhǔn)尺讀數(shù)高差髙程備 注后視前視+GPS380.5030.52999.350ZD12.6541.03298.8211.673ZD22.1230.981100

11、.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)檢臉16.01911.878(Ea Lb) =4.141Eh=4.141£ h 理=Hi 出=103.49399.350=4.143m/h=Zh-(Hi-H2) = I 4.143 | 一 I 4.141 I =2mm fh 容二±6、斤=±6a/7

12、 =±15. 87 mm因?yàn)槿搜?所以GPS38與GPS39兩點(diǎn)閉合點(diǎn)號(hào)水準(zhǔn)尺讀數(shù)高差高程備 注后視前視+GPS392.3640.684103.493ZD13.0203.048102.8091.456ZD23.2741.564104.26511.240ZD33.1592.034105.5050.316ZD41.0953.475105.1891.643ZD51.6422.738103.5462.309ZD61.0343.951101.2371.168ZD73.4002.202100.0691.944ZD80.9971.456102.0130.264ZD92.5121.261101.7

13、490.927ZD101.8571.585102.6760.972ZD110.7320.885103.6483.985GPS404.71799.655(99.663)檢驗(yàn)25.08628.916(La-Eb) =-3.830Lh=-3.830L h 理二H j-H2=99.665 一 103.493= 一 3.828m/h二工h (Hi H?) = 1 3.828 | I 3.830 i =2mm/h容二±6亦二±6 JT二±19.9 mm因?yàn)槿?5 容 所以GPS39與GPS40兩點(diǎn)閉合水準(zhǔn)測(cè)1=1記錄點(diǎn)號(hào)水準(zhǔn)尺讀數(shù)高差高程備注后視前視+GPS400.7200.62699.665ZD11.3501.34699.0390.262ZD21.4891.08899.3010.063ZD30.6651.55299.2380.335ZD41.5931.00098.9030.457ZD51.9792.05098.4460.849ZD61.3401.13099.2950.295ZD71.3501.63599.0000.840ZD81.0310.51099.8400.749ZD92.5421.7

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