﻿农科区10号市政竖曲线要素计算

纵断面资料：

QD K0+000.000    H=433.29
                                        i=0.3 %
BP1 K0+150.000    H=433.74    R=-10000
                                        i=-0.3 %
BP2 K0+360.000    H=433.11    R=10000
                                        i=0.333 %
BP3 K0+830.000    H=434.676    R=14000
                                        i=0.618 %
BP4 K1+050.000    H=436.036    R=-20000
                                        i=0.424 %
BP5 K1+360.000    H=437.35    R=-9000
                                        i=-0.3 %
BP6 K1+500.000    H=436.93    R=7000
                                        i=0.683 %
ZD K1+988.718    H=440.27

