闭合导线自动计算表

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,129,37,18,0,129°37′18″,如有问题，请联系QQ917094347，1243693106,,,,,,,565.438,430.967,已知A点坐标为：X=565.438Y=430.967B点坐标为：X=528.492Y=580.218,129.6216667,129.6216667,103.9036577

,,,,,,103°54′13.2″,,153.756,-36.946,149.251,-36.946,149.251,,,,,,

B,144,08,14,0,144°08′14″,,,,,,,,528.492,580.218,,144.1372222,144.1372222,139.7664355

,,,,,,139°45′59.2″,,122.874,0,0,-93.804,79.365,,,,,,

1,224,54,56,0,224°54′56″,,,,-93.804,79.365,,,434.688,659.583,,224.9155556,224.9155556,94.8508799

,,,,,,94°51′03.2″,,196.183,0,0,-16.590,195.480,,,,,,

2,135,15,59,0,135°15′59″,,,,-16.590,195.480,,,418.098,855.063,,135.2663889,135.2663889,139.584491

,,,,,,139°35′04.2″,,178.152,0,0,-135.638,115.501,,,,,,

3,67,07,04,0,67°07′04″,,,,-135.638,115.501,,,282.460,970.564,,67.11777778,67.11777778,252.4667132

,,,,,,252°28′00.2″,,172.565,0,0,-51.987,-164.548,,,,,,

4,201,16,23,0,201°16′23″,,,,-51.987,-164.548,,,230.473,806.016,,201.2730556,201.2730556,231.1936577

,,,,,,231°11′37.2″,,174.833,0,0,-109.566,-136.242,,,,,,

5,150,26,50,0,150°26′50″,,,,-109.566,-136.242,,,120.907,669.774,,150.4472222,150.4472222,260.7464355

,,,,,,260°44′47.2″,,250.626,-1,1,-40.303,-247.363,,,,,,

6,148,22,09,0,148°22′09″,,,,-40.302,-247.364,,,80.604,422.411,,148.3691667,148.3691667,292.3772688

,,,,,,292°22′38.2″,,206.302,0,1,78.540,-190.766,,,,,,

7,64,30,53,0,64°30′53″,,,,78.540,-190.767,,,159.144,231.645,,64.51472222,64.51472222,47.86254657

,,,,,,47°51′45.2″,,143.425,0,0,96.225,106.355,,,,,,

8,221,12,07,0,221°12′07″,,,,96.225,106.355,,,255.369,338.000,,221.2019444,221.2019444,6.660602127

,,,,,,6°39′38.2″,,53.206,0,0,52.847,6.171,,,,,,

9,240,31,49,0,240°31′49″,,,,52.847,6.171,,,308.216,344.171,,240.5302778,240.5302778,306.1303243

,,,,,,306°07′49.2″,,196.261,0,0,115.720,-158.516,,,,,,

10,96,26,59,0,96°26′59″,,,,115.720,-158.516,,,423.937,185.655,,96.44972222,96.44972222,29.68060213

,,,,,,29°40′50.2″,,119.675,0,0,103.974,59.259,,,,,,

11,119,26,56,0,119°26′56″,,,,103.974,59.259,,,527.910,244.914,,119.4488889,119.4488889,90.23171324

,,,,,,90°13′54.2″,,134.555,0,0,-0.544,134.554,,,,,,

12,216,42,23,0,216°42′23″,,,,-0.544,134.554,,,527.366,379.468,,216.7063889,216.7063889,53.52532435

,,,,,,53°31′31.2″,,64.044,0,0,38.072,51.499,,,,,,

A,,,,,,,,,38.072,51.499,,,565.438,430.967,,,,

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∑,2160°00′00″,,,0,2160°00′00″,,,2166.457,-1,2,0.000,0.000,,,,2160,2160,

,,,,,,,,,0.001,-0.002,,,,,,,,

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=(,14,-2,)*180,°=,2160°,∑Δx理＝0∑Δy理＝0,,,,fD=√,fx²+,fy²,,,,,,

fβ=∑β测-∑β理=,,,,,,fx=,0.001,fy=,-0.002,fD=√,0.00000,0.00000,,,,,,

f容=±,20˝√,14,=±,01′14.8″,,,,,,fD=,0.002247913,,,,,74.83314774,,

,,,,,,,,,,K容=1/,2000,,,,,,,

改正数=,,,,,,,,,,K=fD/∑D=,0.0000010,0.0005000,,,,,,

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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