闭合导线坐标自动计算表

闭合导线坐标计算表,,,,,,,,,,,,计算编程：邓亚通QQ917094347,,,,,,

仪器型号：,,,组号：,,,观测时间：,,年月日,,天气：,,观测：,,录入：,,,,

点号,观测角,,,改正数,改正后角值,坐标方位角,,边长,增量计算值,,改正后坐标增量,,坐标,,备注,,,

,（°,´,˝）,(˝),（°´˝）,（°´˝）,,（m）,△X,△Y,△X,△Y,X(m),Y(m),,,,

A,,,,0,0°00′00″,如有问题，请联系QQ917094347，1243693106,,,,,,,5608.290,5608.29,已知A点坐标为：X=565.438Y=430.967B点坐标为：X=528.492Y=580.218,0,0,225

,,,,,,225°00′00.0″,,7931.320,-5608.290,-5608.290,-5608.290,-5608.290,,,,,,

B,87,25,24,0,87°25′24″,,,,,,,,,,,87.42333333,87.42333333,317.5766667

,,,,,,317°34′36.0″,,178.770,0,0,131.965,-120.599,,,,,,

1,88,36,12,0,88°36′12″,,,,131.965,-120.599,,,131.965,-120.599,,88.60333333,88.60333333,48.97333333

,,,,,,48°58′24.0″,,136.850,0,0,89.830,103.240,,,,,,

2,98,39,36,0,98°39′36″,,,,89.830,103.240,,,221.794,-17.359,,98.66,98.66,130.3133333

,,,,,,130°18′48.0″,,162.920,0,0,-105.404,124.229,,,,,,

3,85,18,06,0,85°18′06″,,,,-105.404,124.229,,,116.390,106.871,,85.30166667,85.30166667,225.0116667

,,,,,,225°00′42.0″,,125.820,0,0,-88.950,-88.986,,,,,,

4,,,,0,0°00′00″,,,,-88.950,-88.986,,,27.440,17.885,,0,0,45.01166667

,,,,,,45°00′42.0″,,,0,0,0.000,0.000,,,,,,

,,,,,0°00′00″,,,,0.000,0.000,,,27.440,17.885,,0,0,225.0116667

,,,,,,225°00′42.0″,,,,,0.000,0.000,,,,,,

6,,,,,0°00′00″,,,,0.000,0.000,,,27.440,17.885,,0,0,45.01166667

,,,,,,45°00′42.0″,,,0,,0.000,0.000,,,,,,

7,,,,,0°00′00″,,,,0.000,0.000,,,27.440,17.885,,0,0,225.0116667

,,,,,,225°00′42.0″,,,0,0,0.000,0.000,,,,,,

8,,,,,0°00′00″,,,,0.000,0.000,,,27.440,17.885,,0,0,45.01166667

,,,,,,45°00′42.0″,,,0,0,0.000,0.000,,,,,,

9,,,,,0°00′00″,,,,0.000,0.000,,,27.440,17.885,,0,0,225.0116667

,,,,,,225°00′42.0″,,,0,0,0.000,0.000,,,,,,

10,,,,,0°00′00″,,,,0.000,0.000,,,27.440,17.885,,0,0,45.01166667

,,,,,,45°00′42.0″,,,0,0,0.000,0.000,,,,,,

11,,,,,0°00′00″,,,,0.000,0.000,,,27.440,17.885,,0,0,225.0116667

,,,,,,225°00′42.0″,,,0,0,0.000,0.000,,,,,,

12,,,,,0°00′00″,,,,0.000,0.000,,,27.440,17.885,,0,0,45.01166667

,,,,,,45°00′42.0″,,,0,0,0.000,0.000,,,,,,

A,,,,,,,,,0.000,0.000,,,27.440,17.885,,,,

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∑,359°59′18″,,,0,359°59′18″,,,8535.680,0,0,-5580.850,-5590.405,,,,359.9883333,359.9883333,

,,,,,,,,,-5580.850,-5590.405,,,,,,,,

角度闭合差及改正数计算,,,,,,坐标增量闭合差计算,,,,导线相对闭合差计算,,,略图,,,,,

∑β理=(,,-2,)*180,°=,-360°,∑Δx理＝0∑Δy理＝0,,,,fD=√,fx²+,fy²,,,,,,

fβ=∑β测-∑β理=,,,,,,fx=,-5580.850,fy=,-5590.405,fD=√,31145882.96770,31252633.33176,,,,,,

f容=±,,0,=±,00′00.0″,,,,,,fD=,7899.27315,,,,,0,,

,,,,,,,,,,K容=1/,,,,,,,,

改正数=,,,,,,,,,,K=fD/∑D=,0.9254416,#DIV/0!,,,,,,

说明：此为测试版本，此版本限闭合导线点观测方向为顺时针内角。出现红色为错误警告。如有建议与问题，请与QQ917094347联系，完善后发布共享版。,,,,,,,,,,,,,,,,,,

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