﻿农科区3号市政竖曲线要素计算

纵断面资料：

QD K0+000.000    H=438.63
                                        i=-0.413 %
BP0 K0+240.000    H=437.640    R=0
                                        i=-0.303 %
BP1 K0+730.000    H=436.154    R=8000
                                        i=0.303 %
BP2 K0+970.000    H=436.881    R=12000
                                        i=0.662 %
BP3 K1+170.000    H=438.204    R=-8000
                                        i=-0.303 %
BP4 K1+850.000    H=436.146    R=8000
                                        i=0.314 %
ZD K2+000.884    H=436.620
