附表3
导线平差计算表
承包单位：湖南省公路工程有限公司监理单位：湖南常德市交通建设监理咨询有限公司 方位角 观测右角改正数点号( °′ ″ )( °′ ″ )( ″)G214277°31′02″JM1JM2JM3JM4JM5JM6JM7JM8JM9341°40′49″-2.31115°50′15.3″114°37′46″-2.83181°12′31.9″61°52′34″-2.49299°20′0.2″244°47′23″-2.05234°32′39.1″219°48′09″-1.4194°44′31.5″153°57′31″-1.04220°47′1.5″172°37′08″-0.23228°09′53.8″198°31′22″0.76209°38′31.1″187°09′19″1.38202°29′10.9″JM10216°23′08″1.85166°06′1.1″JM11173°27′19″2.2172°38′40″226.246-0.030226.246-161.617-158.3273-2-161.614-158.329148.547-0.470148.547-147.32519.0220-4-147.32519.0183199943.933499258.217213.566-0.730213.565-207.31151.312-1-9-207.31251.3033200091.258499239.199131.566-0.210131.566-121.566-50.3133-7-121.563-50.323200298.57499187.6161.978-0.180161.978-140.785-80.1035-8-140.78-80.1113200420.133499238.216240.9600.040240.960-160.728-179.52211-1-160.717-179.5323200560.913499318.327199.223-0.070199.223-150.855-130.1258-9-150.847-130.1343200721.63499497.859111.030-0.230111.030-107.376-28.2481-6-107.375-28.2543200872.477499627.993155.8230.090155.823-90.395-126.9246-3-90.3-126.9273200979.852499656.247272.3811.030272.382133.428-237.461103133.438-237.4583201070.241499783.174131.367-0.370131.367-131.338-2.7680-3-131.338-2.7713200936.803500020.632278.599-1.030278.598-121.417250.751-2-3-121.419250.7483201068.141500023.403 第 页 共 页
合同号：1 平距观测值(m) 平距改正数（mm）平差后平距(m)坐标增量(m)△X△Y改正数(mm)XY改正后坐标增量(m)△X△Y编 号：平差后坐标(m)X32011.56Y499772.655辅助计算编制：测量专业监理工程师： 年 月 日
