涵洞计算程序

左侧规格型号中心桩号边坡坡比左侧形式八字墙坡比路缘偏距涵管顶标 高帽石顶标 高路肩标高涵管中顶标高边坡坡比右侧形式八字墙坡比右侧右 侧涵管顶路缘偏距标 高帽石顶标 高路肩标高设计长度钢波纹管涵 1-∅1.5mK19+692.集水井0斜交95.°0一、基坑轴线开挖数据(坐标+高程)测点桩号设计高程K19+692.左5.25m194.403中194.246右6.75m194.043K19+690.745中194.246K19+693.255中194.246四、涵管安装轴线及流水面标高数据(坐标+高程)测点桩号流水面标高K19+692.左5.25m194.603中194.446右6.75m194.243是否有帽石左侧右侧无无-5.23196.103无196.703195.946集水井06.72195.743无196.734120二、砂砾垫层顶数据(坐标+高程)三、基础、管座C15砼工程量（无）测点桩号设计高程基础无K19+690.679左5.37m194.603管座无右6.63m194.243K19+693.321左5.13m194.603右6.86m194.243五、左侧集水井基础底数据(坐标+高程)六、右侧集水井基础底数据(坐标+高程)测点桩号设计高程测点桩号设计高程K19+690.444左7.39m193.503K19+690.444右8.61m193.143K19+690.444左6.99m193.503K19+690.444右8.21m193.143K19+690.444左5.39m193.953K19+690.444右6.61m193.593K19+693.556左5.11m193.953K19+693.556右6.88m193.593K19+693.556左6.71m193.503K19+693.556右8.48m193.143K19+693.556左7.11m193.503K19+693.556右8.88m193.143七、左侧集水井井底数据(高程)八、右侧集水井井底数据(高程)K19+690.444左7.39m194.403K19+690.444右8.61m194.043K19+690.444左5.39m194.403K19+690.444右6.61m194.043K19+693.556左5.11m194.403K19+693.556右6.88m194.043K19+693.556左7.11m194.403K19+693.556右8.88m194.043九、左侧集水井井口数据(高程)十、右侧集水井井口数据(高程)K19+690.444左7.39m196.703K19+690.444右8.61m196.734K19+690.444左5.39m196.703K19+690.444右6.61m196.734K19+693.556左5.11m196.703K19+693.556右6.88m196.734K19+693.556左7.11m196.703K19+693.556右8.88m196.734十一、左侧帽石数据(坐标+高程)十二、右侧帽石数据(坐标+高程)无无无无无无无无