线元编号线元半径线元起点X线元起点Y线元终点X线元终点Y线元圆心X线元圆心Y
1 5.500 5.5000.000-1.722-5.2240.0000.000
2 1.200-1.722-5.224-2.510-4.376-1.346-4.084
318.000-2.510-4.376-3.0500.00014.9500.000
1号线元超欠挖计算
作者QQ：554167102里程偏距实测高程设计高程计算半径超欠挖值
381609.6801553.1801547.471 5.8610.361
381709.7001553.2001547.756 5.6940.194
381809.7201553.2201548.041 5.5330.033
381909.7401553.2401548.326 5.381-0.119
382009.7601553.2601548.611 5.239-0.261
382109.7801553.2801548.896 5.106-0.394
382209.8001553.3001549.181 4.984-0.516
382309.8201553.3201549.466 4.873-0.627
382409.8401553.3401549.751 4.774-0.726
382509.8601553.3601550.036 4.688-0.812
382609.8801553.3801550.321 4.617-0.883
382709.9001553.4001550.606 4.559-0.941
382809.9201553.4201550.891 4.517-0.983
382909.9401553.4401551.176 4.489-1.011
383009.9601553.4601551.461 4.478-1.022
383109.9801553.4801551.746 4.482-1.018
3832010.0001553.5001552.031 4.502-0.998
3833010.0201553.5201552.316 4.537-0.963
3834010.0401553.5401552.601 4.588-0.912
3835010.0601553.5601552.886 4.653-0.847
3836010.0801553.5801553.171 4.732-0.768
3837010.1001553.6001553.456 4.825-0.675
3838010.1201553.6201553.741 4.930-0.570
3839010.1401553.6401554.026 5.047-0.453
3840010.1601553.6601554.311 5.175-0.325
线元圆心角°线元圆心角°′″108.24250000108°14′33.00″57.6886111157°41′19.00″14.0688888814°04′08.00″