掌测平曲线、纵坡编辑方式.pdf

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1、直线曲线转角表K168207.12~K172293.53中央子午线经度110，投影面大地高590交交点计算曲线间曲线要素值(m)曲线主点位置点间距方位角直线长转角切线长度半径回旋线参数缓和长度交点位置备注号（m）（°′″）（m）（°′″）A曲线总长外距直缓点（ZH）缓圆点（HY）曲中点（QZ）圆缓点（YH)缓直点（HZ）T(m)R(m)(A*A=Ls*R)Ls(m)L(m)E(m)桩DK168+207.120DK171+6QDN3733837.259017.260=起点E519584.3680断链530.687550°14'54.13"0.0002桩DK168+

2、737.808桩DK168+207.120桩DK168+357.120桩DK168+695.852桩DK169+034.584桩DK169+184.584DK171+7530.6873346.4102150.000000.000JD104N3734176.6129右59°15'45.91"800.0000977.4641121.7086N3733837.2591N3733929.4924N3734056.7980N3734045.0076N3733999.3687530.6873346.4102150.0000E519992.3731E519584.3682E5

3、19702.5860E520013.7591E520349.7597E520492.5866；829.5303109°30'40.04"56.5959桩DK169+483.427桩DK169+241.180桩DK169+361.180桩DK169+481.976桩DK169+602.772桩DK169+722.772242.2471379.4733120.0000JD105N3733899.5582右17°15'52.98"1200.0000481.591414.2553N3733980.4663N3733938.5127N3733886.9883N373382

4、4.7509N3733754.5283242.2471379.4733120.0000E520774.2690E520545.9325E520658.3456E520767.5450E520871.0138E520968.3050783.6841126°46'33.03"314.8884桩DK170+264.209桩DK170+037.660桩DK170+137.660桩DK170+260.469桩DK170+383.277桩DK170+483.277226.5485264.5751100.0000JD106N3733430.3776右28°17'21.01"7

5、00.0000445.617422.4998N3733566.0090N3733504.2645N3733416.1938N3733314.5754N3733224.9464226.5485264.5751100.0000E521401.9873E521220.5256E521299.1582E521384.5214E521453.2021E521497.4978863.9650155°03'54.04"84.7103桩DK171+120.694桩DK170+567.988桩DK170+687.988桩DK171+040.023桩DK171+392.057桩DK

6、171+512.057552.7061268.3282120.0000JD1061N3732646.9456左78°41'34.21"600.0000944.0695177.1613N3733148.1322N3733041.1117N3732806.5566N3732752.8102N3732777.1710552.7061268.3282120.0000E521766.2260E521533.2108E521587.3756E521843.1054E522185.9248E522303.3716997.635976°22'19.83"185.5910桩DK1

7、72+039.727桩DK171+780.388桩DK171+960.388桩DK172+036.959桩DK172+113.530桩DK172+293.530259.3387379.4733180.0000JD107N3732882.0027右23°51'34.19"800.0000513.141419.3840N3732820.8988N3732856.7017N3732862.6272N3732861.2328N3732835.9367259.3387379.4733180.0000E522735.7751E522483.7376E522660.0377E

8、522736.3495E