高程计算程序.xls

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1、 贵州公路 郭奉波 凸凸曲曲线线及及直直线线计计算算表表凹凹曲曲线线及及直直线线计计算算表表变坡点桩号52620变坡点桩号50780变坡点高程1154.706变坡点高程1211.866切线T266.667切线T232.306半径R133333.5半径R21119.131i1-0.028i1-0.048i2-0.032i2-0.026曲线起点/高程 52353.3332628.066曲线起点/高程 50547.694曲线终点/高程 52886.6671146.173曲线终点/高程 51012.306待待求求点点高高程程待待求求点点高高程程桩号高程桩号高程527031151.92350780121

2、3.144527131151.617507851212.95952707.041151.8507901212.77652717.041151.493507951212.594527101151.709508001212.41352706.851151.806508051212.233527301151.094508101212.055527001152.015508151211.878527401150.785508201211.702527501150.476508251211.527527601150.166508301211.353527801149.543508351211.18527

3、901149.231508401211.009528001148.918508451210.839525201157.402508501210.67525401156.815508551210.5022628.066508601210.3352628.066508651210.172628.066508701210.0052628.066508751209.8422628.066508801209.681223.0171205.826 贵州公路 郭奉波 凹凹曲曲线线及及直直线线计计算算表表507801211.866232.30621119.131-0.048-0.026待待求求点点高高程程高程

4、1213.1441212.9591212.7761212.5941212.4131212.2331212.0551211.8781211.7021211.5271211.3531211.181211.0091210.8391210.671210.5021210.3351210.171210.0051209.8421209.68待求点高程桩号高程507801213.144507851212.959507901212.776507951212.594508001212.413508051212.233508101212.055508151211.878508201211.702508251211.

5、527508301211.353508351211.180508401211.009508451210.839508501210.670508551210.502508601210.335508651210.170508701210.005508751209.842508801209.680508851209.520508901209.360508951209.202509001209.045509051208.889509101208.734509151208.580509201208.428509251208.276509301208.126509351207.977509401207.830509451207.683509501207.538509541207.422