附合导线平差计算
工程名称：道路
观测角β′左8K+1748K+102138.4212+1071\"139°0.'3\"改正数V′左改正后角值β左方 位 角a172°33'21\"131°33'24\"250.231K102-1162.0509+1071\"162°22'60\"113°56'24\"205.809K102-11143.1109+1071\"143°28'60\"77°25'23\"235.037K102-2218.1655+1071\"218°34'46\"116°0.'9\"223.822K102-2191.1756+1071\"91°35'47\"27°35'55\"226.525K102-3214.4757+1071\"215°5.'48\"62°41'43\"391.253K102-31192.2013+1071\"192°38'4\"75°19'46\"260.296K102-4184.0424+1071\"184°22'15\"79°42'1\"313.165K102-41174.1250+1071\"174°30'41\"74°12'42\"359.30997.76355.993199317345.75365.922173720308.11966944297.080412.697179.477144392251.81058347229.713366.46612900.86624330.868200.750217037347.65948496210.314300.30612635.78524500.096-98.126125659104.944725396.514420.55412690.55124030.56251.179124159201.162204326.409147.14812239.27124079.542-83.513130380229.3974170126.033242.867123.14323883.414-165.993114167188.10443790181.559273.18712213.23823836.675边 长D(m)△x测量项目：导线贯通测量
坐 标 增 量△y调整后坐标增量值△x△yX12391.80712209.768-27.1843834530.654226.44912182.58423610.227233.86912182.58423610.227坐 标Y23352.57323376.358测站138809187.24846621附合导线平差计算
工程名称：道路
观测角β′左5K83161.0916改正数V′左+1071\"改正后角值β左161°27'7\"方 位 角a55°39'48\"182.130K127-1195.3138+1071\"195°49'29\"71°29'17\"197.900K127-2195.1005+1071\"195°27'56\"86°57'12\"230.611K127-3152.4548+1071\"153°3.'39\"60°0.'51\"200.381K127-4106.4145+1071\"106°59'36\"347°0.'26\"119.997K127-5158.5606+1071\"159°13'57\"326°14'23\"155.928K127-61.5548+1071\"165°13'39\"311°28'2\"68.630K127-7308.4328+1071\"309°1.'19\"440°29'20\"196.553K127-8104.2801+1071\"104°45'52\"365°15'12\"99.863K127-9316.0757+1071\"316°25'48\"501°40'59\"93.461-73.32999.4445184557.94732.478553969.14317413-21.48475.36045.446109032193.85118606154.84027.74912865.49824866.562129.63438071-51.42736620141.510230.47114218.008258.170116.9257-86.6521278783.517-38.014076.49825658.699100.14866565-26.97829051216.131-57.60113992.98125697.33912.256111156173.56022357183.490-4.62113776.85025754.94062.834127925230.28537333211.304210.313593.36025759.562102.731109780187.66042966140.181273.25113382.05625548.669边 长D(m)359.309测量项目：导线贯通测量
坐 标 增 量△x199317△y6694497.763345.753101032150.39236871172.614224.53113241.87525275.41833933203.763184.32513069.26125050.887调整后坐标增量值△x297.080△y412.697X12865.498坐 标Y24866.562测站附合导线平差计算
工程名称：道路
观测角β′左K127-1072.4627改正数V′左+1071\"改正后角值β左73°4.'18\"方 位 角a394°45'17\"113.923K127-11206.0432+1071\"206°22'23\"421°7.'39\"143.780K126-2186.4302+1071\"187°0.'53\"428°8.'32\"419.3208K+0268K+027∑4121°48'53\"24623\"4128°39'16\"4,687.924坐标增量闭合差计算：∑△x=1251.158-）xC-xB=-1349.339ƒx=2600.497∑△y=3582.006-）yC-yB=2708.587ƒy=873.419计 算：
监 理：
日期： 年 月 日
K=ƒD/∑D =1/2<1/20001251.15826004993582.0068734183,851.6574,455.424导线相对闭合差计算：ƒD=√(ƒx2+ƒy2) =2743.255272.4615+1071\"273°4.'6\"521°12'38\"156.11469.426232,6063.17593.59979758125.90878125388.720467.30010860.42910604.53626084.94526172.006边 长D(m)93.461△x-73.329测量项目：导线贯通测量
坐 标 增 量5184557.94763196.94326788149.184152.69613149.99325180.786△y17413调整后坐标增量值△x-21.484△y75.360X12844.014156.79586.16813000.80925028.090坐 标Y24941.922测站21225角度闭合差改正计算：∑β测-n*180=18°11'7\"aAB-aCD=11°20'44\"ƒB=∑β-n*180+aAB-aCD=-24623\"ƒβ容=± 40√n =±192\"改正数Vi=-ƒβ/n=+1071\"测 量：
测站8K+1748K+102K102-1K102-11K102-2K102-21K102-3K102-31K102-4K102-41测站5K83K127-1K127-2K127-3K127-4K127-5K127-6K127-7K127-8K127-9测站K127-10K127-11K126-28K+0268K+027