涵 长 计 算 公 式
******高速公路
序号中心桩号斜交角度(°)孔径(孔-m)净跨径L0(m)净高H0(m)板厚Hb(m)涵底中心标高(m)涵底坡度变坡点桩号变坡点标高(m)路线纵坡切线长(m)竖曲线半径(m)路基边坡坡度m桥面横坡左侧右侧中分带宽度(m)路基宽度 (m)左侧右侧路肩标高 (m)左侧右侧L左涵长 (m)L右L全长1234567101112131415161718192021222324252627282930K13+780.0301-2.01.6-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.4-0.42.80.291015.700.01K13+90010200.00304184.68-2E+061.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.50.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.0150.015222222222222222222222222222222131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313##############15.85(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)(0.360)12.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4616.4912.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4612.4632.3324.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.9224.92注:1、字体颜色为红色需要输入数值，黑色为结果。
2、设计高程位于分割带边缘。