1、平曲线要素计算 说明: 白色区域为输入区域 交点号 交点坐标交点 桩号 偏角(度分秒)曲线要素值(m) XY左(-)、右(+)RLh1Lh2A1A2q1q2LY2E 190486.747663115.0779 1191525.186963703.15151193.39-15.4942641000 2191769.202163762.61161442.7812.4748791000 3192300.108364027.21312035.0431.15288930080.08379.628 155.000154.55940.01839.791 4192484.95964320.17812376.8
2、1-62.30577730079.62879.628 154.559154.55939.79139.791 5192830.168764291.3932685.3331.15288630079.62880.083 154.559155.00039.79140.018 6193722.511964736.13313624.31-33.3317662000 7195134.11164561.22395012.0448.5711051800 8196146.248465469.03256270.72 交点号 曲线控制桩号直线长度(m)及方向(度分秒) ZHHYQZYHHZ直线长交点间距 方位角 (度
3、) 备注 11193.391193.391193.391193.39 1193.39249.39 1193.393 29.5231 21442.781442.781442.781442.78 1442.78 437.2603251.1552 13.69459 31880.040323 1960.12332 1999.913948 1999.9142079.542142.7093593.1908 26.49148 42222.251273 2301.87927 2341.669899 2341.67 2421.298109.4734346.4077 57.7495 52530.771273 2610.39927 2650.416996 2650.417 2730.5893.81 346.4077 355.2335 63624.313624.313624.313624.31 3624.31 1