涵洞基底高程计算程序

交角左涵长(m)右涵长(m)涵底中心设计标高(m)宽度基础埋深(m)涵底纵坡计算角度基础浇筑厚度(m)9026.7634.241590.1006.42.70.02501.5点号ABCDEFGH涵底基础高程（m）1588.0691586.5441588.0691586.5441587.4001587.4001587.4001587.400基础浇筑顶面高程（m)1589.5691588.0441589.5691588.0441588.9001588.9001588.9001588.900暗涵交角为钝角时涵底高程计算程序交角左涵长(m)右涵长(m)涵底中心设计标高宽度基础埋深(m)涵底纵坡计算角度基础浇筑厚度(m)9026.7634.231590.1006.42.70.02501.5点号ABCDEFGH涵底基础高程（m）1588.0691586.5441588.0691586.5441587.4001587.4001587.4001587.400基础浇筑顶面高程（m)1589.5691588.0441589.5691588.0441588.9001588.9001588.9001588.900暗涵交角为锐角时涵底高程计算程序