说明：正矢点由圆曲线中点向两侧分。若缓和曲线为零，则超高在直线段顺坡。蓝色数据为输入数据。绿色数据为输出数据。不可改变红色单元格格式及公式。填充时请选择“不带格式填充”。半径R(m)150.000150.718ZH20100.12320100.0417正矢点间距C(m)5.0缓和曲线1l1(m)10.00010.024HY20110.12320110.0656中线计算弧长f (m)5.00020缓和曲线2l2(m)11.00011.026QZ20122.12320122.1230圆曲线正矢fy(mm)82.9366曲线长Ls(m)45.00045.165YH20134.12320134.1804缓和曲线1正矢递变量fd1(mm)41.3711曲线选择1 或 22所选曲线要要素中线里程所选曲线里计算数据保留位数4本计算表适用条件：条件验证要素直线ZH缓和曲线缓和曲线HY圆曲线QZ圆曲线YH缓和曲线缓和曲线HZ直线破桩点比值0.58390.41610.58860.41140.41140.58860.61660.3834缓和曲线长>2*正矢点间距 且 圆曲线长>2*正矢点间距通过破桩距离(m)2.9197ZH点直线侧破桩距离2.9197m,缓和曲线侧破桩2.08052.9432HY点缓和曲线侧破桩距离2.9432m,圆曲线侧破2.05702.0570YH点圆曲线侧破桩距离2.057m,缓和曲线侧破2.94323.0829HZ点缓和曲线侧破桩距离3.0829m,直线侧破桩1.917310m弦曲线正矢区间（车场）：交 点 号：第一缓和曲线：曲 线 长：曲线起点里程：序号12345计算里程20097.1220020100.0417020102.1222020107.1224020110.06560正矢(mm)0.4966916418.5865980658.1048396630438正矢点号1FZH2F3FHY天府至人民公园ZJD2010m45m20+100.123正矢(mm)0.518.658.167891011121314159999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999920112.1226020117.1228020122.1230020127.1232020132.1234020134.1804020137.1236020142.1238020145.2067020147.1240011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000081.530413205635782.936682.936682.936681.658251458722660.362326986400623.18873511459541.469157203863484F5F6F(QZ)7F8FYH9F10FHZ11F1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111181.582.982.982.981.760.423.21.59999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999911111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111.0000011111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111。
圆曲线长Ly(m)24.00024.115HZ20145.12320145.2067缓和曲线2正矢递正矢点间距外股相对变量于中线伸长量fd2(mm)m37.61000.0239超高H(mm)100缓和曲线为零时，超高顺坡率u(‰)2.000轨距d(m)1.435圆曲线伸长缓和曲线1量之半伸长量之半a(m)a1'(m)0.1150.024破桩点描述侧破桩距离2.0805m；线侧破桩距离2.057m；线侧破桩距离2.9432m；侧破桩距离1.9173m；线正矢超高表上下行(股道)：半 径：第二缓和曲线：超 高：曲线终点里程：超高(mm)上行150m11m100mm20+145.123备注0.0距离ZH点2.9197m20.8距离ZH点2.0805m70.6距离HY点2.9432m100.0距离HY点2.057m100.0100.0100.0100.0距离YH点2.057m73.3距离YH点2.9432m28.0距离HZ点3.0829m0.0距离HZ点1.9173m缓和曲线2伸长量之半a2'(m)0.026