30119.75斜交斜做28.8413.182.5左前3876420.828500878.525右前3876420.190500856.514左后3876422.806500877.749右后3876422.168500855.73956DK600+970.00158.58943876406.199500875.3240正交44.979.094.7左前3876406.151500880.681右前3876401.019500867.591左后3876409.875500879.221右后3876404.743500866.13157DK601+131.40158.58943876255.938500934.24311.12斜交斜做29.513.622.5左前3876256.686500943.962右前3876252.556500921.214左后3876258.584500943.218右后3876254.454500920.47058DK601+438.00158.58943875970.497501046.16723.2斜交斜做47.6412.084.7左前3875968.233501054.598右前3875968.848501034.887左后3875972.284501053.009右后3875972.900501033.29959DK601+474.50158.58943875936.516501059.4919.17斜交斜做212.9217.322.5左前3875938.312501072.487右前3875931.901501042.935左后3875940.198501071.748右后3875933.787501042.195小弟自己编的,首先求出涵洞轴线和主线中线的相交处的坐标和方位角,然后输入你们自己图纸上面的参数,夹角是涵洞轴线与主线法线的夹角。
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