变坡点桩号k0+160桩号

变坡点桩号160变坡点高程(m）996坡度j1=-0.04775坡度j2=0.0275坡差w=j2-j10.07525

凹竖曲线半径R=1350起点桩号=109.2063曲线长L=101.5875L=Rw 终点桩号=210.7938切线长T=50.79375T=L/2外距E=0.955557E=T 2/2/R 桩号切线高程

横距竖距设计高程110998.3875

0.7940.000233998.3877333120997.91

10.7940.04315997.95315130997.4325

20.7940.160141997.5926408140996.955

30.7940.351206997.3062056150996.4775

40.7940.616344997.0938445156.93996.146647.7240.843539996.9901319160996

50.7940.955557996.9555574171.42995.454762.214 1.433537996.8882323180995.045

70.794 1.856206996.9012056185.9994.763376.694 2.178493996.9417681190994.5675

80.794 2.417641996.9851408200994.09

90.794 3.05315997.14315210993.6125

100.794 3.762733997.3752333109.2063998.42540.0009.26E-13998.4253992210.7938993.5746

101.588 3.822233997.39682951003.64

-109.206 4.4170391008.0570391003.64

-109.206 4.4170391008.0570391003.64-109.206 4.4170391008.057039基本参数

竖曲线要素

逐桩高程