工程测量缓和曲线数据计算表

桩桩号=偏角Pj=反偏角=21.284(起点)0°0′0″360°0′0″300°4′21″359°55′39″400°20′4″359°39′56″500°47′15″359°12′45″601°25′53″358°34′7″702°15′59″357°44′1″71.284(缓圆)2°23′14″357°36′46″801°14′55″358°45′5″902°40′51″357°19′9″98.644(曲中)3°55′8″356°4′52″1003°43′29″356°16′31″1102°17′32″357°42′28″1200°51′36″359°8′24″126.004(圆缓)2°23′14″357°36′46″1302°1′15″357°58′45″1401°14′16″358°45′44″1500°38′45″359°21′15″1600°14′40″359°45′20″1700°2′4″359°57′56″176.004(终点)0°0′0″360°0′0″坐标计算成果表------------------里程坐标X坐标Y21.284(ZH)0.0000.000308.7160.0114018.7150.1095028.7110.3956038.6940.9677048.6471.92771.284(HY)49.9222.0818058.5443.3569068.3565.27998.644(QZ)76.7517.33610078.0607.69111087.63110.58412097.04513.953126.004(YH)102.61216.201130106.27917.787140115.33122.038150124.22326.612160132.99331.416170141.68536.360176.004(HZ)146.88739.358