闭合导线坐标计算表软件

表7-10 闭和导线点号°′″观测角(°)角度改正数改正后的角(°)坐标方位角(°) 100181.75167

98-12392541239.42805560.001468254239.4295238241.18119 91391525139.25694440.001468254139.2584127200.43960 21052319105.38861110.001468254105.3900794125.82968

2-154515954.866388890.00146825454.867857140.69754 3171146171.02944440.001468254171.0309127351.72845 41025224102.87333330.001468254102.8748016274.60325

4-18784987.146944440.00146825487.1484127181.75167

和899.9897222`900

已知α1181456181.7516667

角度闭和差(度)-0.010277778限差(″)全长闭和差(m)

角度闭和差(秒)-37120全长相对闭和差

注：加粗数据为已知值或观测值，其余数据为计算结果。

和导线坐标计算表

距离(m)ΔX(M)ΔY(M)ΔX(M)ΔY(M)X(m)Y(m)

79.967-79.9296-2.444398-79.928-2.4512206.0966057.581

63.294-30.5103-55.45494-30.509-55.4612126.1686055.130

56.262-52.7198-19.64781-52.719-19.6532095.6595999.669

142.607-83.479115.62015-83.477115.6082042.9405980.016 168.307168.2945 2.0489801168.297 2.0341959.4636095.624

76.79675.99712-11.0482475.998-11.0552127.7616097.658

29.113 2.336479-29.01909 2.337-29.0222203.7596086.603

0000.0000.0002206.0966057.581 616.346-0.010590.0546493-78.33540.077

0.0556659

1/11072.23<1/2000