－－－原 始 数 据－－－ 交点桩号JD=100 偏角角度α＝30°0′0″ 曲线半径R ＝200 －－－曲 线 要 素－－ L=104.720 T=53.590 E=7.055 QZ=98.770 ZY=46.410 YZ=151.130 －－－加桩计算结果－加桩桩号＝ 偏角Pj＝ 反偏角= 弦长46.41(起点) 0° 0′ 0″ 360°0′0″ 050 0° 30′ 51″ 359°29′9″ 3.59060 1° 56′ 48″ 358°3′12″ 13.58870 3° 22′ 44″ 356°37′16″ 23.57580 4° 48′ 41″ 355°11′19″ 33.55090 6° 14′ 38″ 353°45′22″ 43.50498.77(曲中) 7° 29′ 60″ 352°30′0″ 52.210100 7° 19′ 26″ 352°40′34″ 43.504110 5° 53′ 29″ 354°6′31″ 41.057120 4° 27′ 33″ 355°32′27″ 31.099130 3° 1′ 36″ 356°58′24″ 21.120140 1° 35′ 39″ 358°24′21″ 11.128150 0° 9′ 43″ 359°50′17″ 1.131151.13(终点) 0° 0′ 0″ 360°0′0″ 0 坐标计算成果表 ------------------ 里程 坐标X 坐标Y 46.41(ZY) 0.000 0.000 50 3.590 0.032 60 13.580 0.462 70 23.535 1.390 80 33.432 2.814 90 43.246 4.731 98.77(QZ) 51.764 6.815 100 52.951 7.137 110 62.524 10.024 120 71.941 13.386 130 81.178 17.215 140 90.212 21.501 150 99.020 26.233 151.13(YZ) 100.000 26.795－－－原 始 数 据－－－ 交点桩号JD=100 偏角角度α＝30°0′0″曲线半径R ＝200 缓和曲线LS＝50 －－－曲 线 要 素－－－P=.521 Q=24.987 L=154.720T=78.716 E=7.595 QZ=98.644ZH=21.284 HY=71.284YH=126.004 HZ=176.004－－－加桩计算结果－加桩桩号＝ 偏角Pj＝ 反偏角=21.284(起点) 0° 0′ 0″ 360°0′0″ 30 0° 4′ 21″ 359°55′39″40 0° 20′ 4″ 359°39′56″50 0° 47′ 15″ 359°12′45″60 1° 25′ 53″ 358°34′7″70 2° 15′ 59″ 357°44′1″71.284(缓圆) 2° 23′ 14″ 357°36′46″80 1° 14′ 55″ 358°45′5″90 2° 40′ 51″ 357°19′9″98.644(曲中) 3° 55′ 8″ 356°4′52″100 3° 43′ 29″ 356°16′31″110 2° 17′ 32″ 357°42′28″120 0° 51′ 36″ 359°8′24″126.004(圆缓) 2° 23′ 14″ 357°36′46″130 2° 1′ 15″ 357°58′45″140 1° 14′ 16″ 358°45′44″150 0° 38′ 45″ 359°21′15″160 0° 14′ 40″ 359°45′20″170 0° 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Y 21.284(ZH) 0.000 0.000 30 8.716 0.011 40 18.715 0.109 50 28.711 0.395 60 38.694 0.967 70 48.647 1.927 71.284(HY) 49.922 2.081 80 58.544 3.356 90 68.356 5.279 98.644(QZ) 76.751 7.336 100 78.060 7.691 110 87.631 10.584 120 97.045 13.953 126.004(YH) 102.612 16.201 130 106.279 17.787 140 115.331 22.038 150 124.223 26.612 160 132.993 31.416 170 141.685 36.360 176.004(HZ) 146.887 39.358 。