﻿庆百公路三标公路竖曲线要素计算

纵断面资料：

QD K9+055.000    H=510.743
                                        i=3 %
BP23 K9+160.000    H=513.893    R=-10000
                                        i=0.9 %
BP24 K9+520.000    H=517.133    R=2300
                                        i=3.3 %
BP25 K9+815.000    H=526.868    R=5000
                                        i=5.4 %
BP26 K10+060.000    H=540.098    R=-5500
                                        i=3.8 %
BP27 K10+295.000    H=549.028    R=-3000
                                        i=1 %
BP28 K10+685.000    H=552.928    R=8500
                                        i=2.2 %
BP29 K10+845.000    H=556.448    R=-9500
                                        i=0.7 %
BP30 K11+240.500    H=559.216    R=2700
                                        i=5.8 %
BP31 K11+420.000    H=569.627    R=-4000
                                        i=3 %
BP32 K11+835.000    H=582.077    R=3100
                                        i=7 %
BP33 K12+185.000    H=606.577    R=-1100
                                        i=3 %
BP34 K12+285.000    H=609.577    R=2300
                                        i=7.5 %
BP35 K12+685.000    H=639.577    R=-940
                                        i=3 %
BP36 K12+785.000    H=642.577    R=4600
                                        i=4.5 %
BP37 K13+010.000    H=652.702    R=5000
                                        i=6 %
BP38 K13+240.000    H=666.502    R=-1200
                                        i=1.613 %
BP39 K13+435.000    H=669.622    R=2300
                                        i=5.3 %
BP40 K14+095.000    H=704.602    R=-6500
                                        i=3 %
ZD K14+225.000    H=708.502

