﻿例-交点普通公路竖曲线要素计算

纵断面资料：

QD K0+000.000    H=1814.863
                                        i=0.96 %
BP1 K1+000.000    H=1824.461    R=-2000
                                        i=0.62 %
BP2 K2+000.000    H=1830.6    R=1500
                                        i=3.564 %
BP3 K3+000.000    H=1866.242    R=-8000
                                        i=1.399 %
BP4 K4+000.000    H=1880.232    R=-2000
                                        i=0.64 %
BP5 K5+000.000    H=1886.682    R=-1800
                                        i=-0.138 %
ZD K5+585.863    H=1885.871

横断面资料(超高、超宽)：

JD1 (右转弯)
  K0+046.936   iz=-2%   iy=-2%
  K0+096.936   iz=6%   iy=-6%   BJ=2.5
  K0+148.282   iz=6%   iy=-6%   BJ=2.5
  K0+198.282   iz=-2%   iy=-2%
JD2 (左转弯)
  K0+198.282   iz=-2%   iy=-2%
  K0+248.282   iz=-5%   iy=5%   BJ=2
  K0+317.761   iz=-5%   iy=5%   BJ=2
  K0+367.761   iz=-2%   iy=-2%
JD3 (右转弯)
  K0+968.212   iz=-2%   iy=-2%
  K1+003.211   iz=4%   iy=-4%   BJ=1.5
  K1+167.424   iz=4%   iy=-4%   BJ=1.5
  K1+202.424   iz=-2%   iy=-2%
JD4 (左转弯)
  K2+206.788   iz=-2%   iy=-2%
  K2+241.788   iz=-5%   iy=5%   BJ=2
  K2+401.568   iz=-5%   iy=5%   BJ=2
  K2+436.568   iz=-2%   iy=-2%
JD5 (右转弯)
  K3+288.436   iz=-2%   iy=-2%
  K3+323.436   iz=4%   iy=-4%   BJ=1.5
  K3+706.195   iz=4%   iy=-4%   BJ=1.5
  K3+750.135   iz=-2%   iy=-2%
JD6 (左转弯)
  K3+894.367   iz=-2%   iy=-2%
  K3+929.367   iz=-3%   iy=3%   BJ=1
  K4+086.943   iz=-3%   iy=3%   BJ=1
  K4+121.944   iz=-2%   iy=-2%
JD7 (右转弯)
  K4+454.323   iz=-2%   iy=-2%
  K4+489.323   iz=3%   iy=-3%   BJ=1
  K4+892.573   iz=3%   iy=-3%   BJ=1
  K4+927.573   iz=-2%   iy=-2%
JD8 (左转弯)
  K5+310.980   iz=-2%   iy=-2%
  K5+345.980   iz=-5%   iy=5%   BJ=2
  K5+390.681   iz=-5%   iy=5%   BJ=2
  K5+425.681   iz=-2%   iy=-2%
