工程测量缓和曲线数据计算表

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1、－－－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=104.720T=53.590E=7.055QZ=98.770ZY=46.410YZ=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″0500°30′51″359°29′9″3.590601°56′48″358°3′12″13.588703°22′44″356°37′16″23.575804°48′41″355°11′19″33.550906°1

2、4′38″353°45′22″43.50498.77(曲中)7°29′60″352°30′0″52.2101007°19′26″352°40′34″43.5041105°53′29″354°6′31″41.0571204°27′33″355°32′27″31.0991303°1′36″356°58′24″21.1201401°35′39″358°24′21″11.1281500°9′43″359°50′17″1.131151.13(终点)0°0′0″360°0′0″0坐标计算成果表----------------

3、--里程坐标X坐标Y46.41(ZY)0.0000.000503.5900.0326013.5800.4627023.5351.3908033.4322.8149043.2464.73198.77(QZ)51.7646.81510052.9517.13711062.52410.02412071.94113.38613081.17817.21514090.21221.50115099.02026.233151.13(YZ)100.00026.795－－－原始数据－－－交点桩号JD=100偏角角度α＝30°0′0″曲

4、线半径R＝200缓和曲线LS＝50－－－曲线要素－－－P=.521Q=24.987L=154.720T=78.716E=7.595QZ=98.644ZH=21.284HY=71.284YH=126.004HZ=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″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.

5、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

6、′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.

7、58412097.04513.953126.004(YH)102.61216.201130106.27917.787140115.33122.038150124.22326.612160132.99331.416170141.68536.360176.004(HZ)146.88739.358