高速公路设计高程计算1_xls(含公式)

桩号中心设计高程边桩

中心间距高程竖曲线起点里程竖曲线终点里程

5900.000

5920.000

5940.000

5960.000

5980.000

6000.000

6020.000

6040.000

6060.000

6080.000

6100.000

6120.000

6140.000

6160.000

6180.000

6200.000

6220.000

6240.000

6260.000

6280.000

6300.000

6320.000

6340.000

6360.000

6380.000

6400.000

6420.000

6440.000

6460.000

6480.000

6500.000

6520.000

6540.000

6560.000

6580.00042.8782.00043.4082.00043.8882.00044.3182.00044.6982.00045.0282.00045.3082.00045.5382.00045.7182.00045.8482.00045.9282.00045.9582.00045.9382.00045.8682.00045.7482.00045.5782.00045.3582.00045.0882.00044.7682.00044.3982.00043.9782.00043.5132.00043.0772.00042.6982.00042.3742.00042.1072.00041.8952.00041.7402.00041.6402.00041.5962.00041.6082.00041.6762.00041.8002.00041.9802.00042.2152.00042.838588643.368588643.848588644.278588644.658588644.988588645.268588645.498588645.678588645.808588645.888588645.918588645.898588645.828588645.708588645.538588645.318588645.048588644.728588644.358588643.938588643.4736314.00000443.0376314.00000442.6586314.00000442.3346314.00000442.0676314.00000441.8556314.00000441.7006314.00000441.6006314.00000441.5566314.00000441.5686314.00000441.6366314.00000441.7606314.00000441.9406314.00000442.1756314.0000046314631463146314631463146314631463146314631463146314631463146314631463146314631463146685.9999966685.9999966685.9999966685.9999966685.9999966685.9999966685.9999966685.9999966685.9999966685.9999966685.9999966685.9999966685.9999966685.999996

第1页下一页