路拱横坡计算程序(抛物线型3次)
i=2h=0.3 B=30
单位m单位cm
x y x y
10.010100 1.0
20.020200 2.0
30.031300 3.1
40.043400 4.3
50.056500 5.6
60.0706007.0
70.0857008.5
80.10380010.3
90.12290012.2
100.144100014.4
110.169110016.9
120.197120019.7
130.228130022.8
140.262140026.2
150.300150030.0