导线平差程序员2012(最终)

点 号 连接角°ˊ\"边 长v20zd1v19zd2v18zd3v17zd4zd5v16zd6zd7zd8zd9zd10zd11v12v1196.0029227.3754156.2027200.1957197.5520221.0503292.485878.2630156.4058154.0147218.4550149.2727154.0816213.1557118.1956167.3840515.65260.637559.163513.841177.434381.229170.0246.078334.33439.714206.306403.095240.645232.904300.249附合导线平差计点 号v19v18zd3v17zd4zd5v16zd6zd7zd8zd9zd10zd11v12v11∑平差计算：连 接 角200-19-57197-55-20221-05-03292-48-5878-26-30156-40-58154-01-47218-45-50149-27-27154-08-16213-15-57118-19-56167-38-402802-53-29边长 S(m)角度改正-3-3-3-3-2-3-3-3-3-3-3-3-3改 后 角200-19-54197-55-17221-04-60292-48-5578-26-28156-40-55154-01-44218-45-47149-27-24154-08-13213-15-54118-19-53167-38-37方位角8-59-1929-19-1347-14-3088-19-30201-08-2599-34-5376-15-4850-17-3289-03-1958-30-4332-38-5665-54-501943/4/14351-53-20增量X(m)增量Y(m)513.841177.434381.229170.0246.078334.33439.714206.306403.095240.645232.904300.2494741.299448.016120.46111.143-158.581-1.01279.39280.9213.401210.544202.62195.05299.4252861.251251.624130.276381.066-61.325.993324.767338.278206.278343.739129.826212.62622.2272380.048-462802-52-43f= 46≤± 16√ 16=± 64“ Fx=-386 mm 测量： 计算： 年 月 日

v19v18v12v117570.5238342.3419933.99710210.7033253.4793481.3795766.4555727.019平差计算表Dx(mm)Dy(mm)改后 X(m)改后 Y(m)42143114027361733201924386-46-16-34-15-1-30-39-18-36-21-21-27-423448.058120.47511.174-158.567-1.01279.417280.9573.418210.577202.64195.069299.4492861.637251.578130.26381.032-61.3355.992324.737338.239206.26343.703129.805212.60522.22379.625坐 标 X(m)坐 标 Y(m)7570.5233253.4798342.3413481.3798790.3993732.9578910.8743863.2178922.0484244.2498763.4814182.9148762.4694188.9068841.8864513.6439122.8434851.8829126.2615058.1429336.8385401.8459539.4795531.6509634.5485744.2559933.9975766.45510210.7035727.019Fy= 423 mmf= 573 mm年 月 日