导线平差计算表

工程名称:点号1观测角(右角)°’2改正\"改正后角值°’3\"度数518173.0883333\"度数累加1173.08832270.31213402.78984510.99675630.00746756.9051-1.570796327-9000000027096.91166667179.6878704227.2101852299.0033333359.9925926413.0949074456.911666727096.91166667179.6878704227.2101852299.0033333359.992592653.0949074196.91166667ABK3K4K5K6K7BAΣ72017397132108119126136132728411226040535311018897.22416667-1.3173.088333397132697.2237963132.4776852108.2068519119.0107407126.8976852136.1832407720.000138997.22393519132.4778241108.2069907119.0108796126.8978241132.4780556-1.31322840108.2072222-1.31081225119.0111111-1.311903900126.8980556-1.31265352136.1836111-1.313611720.0022222-87200136.183379613893.0883测站数：

Σα´=7200Σα=

720

68

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ƒβ容=

8\"24\"

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闭合导线计算表

坐标方位角°270.000138996.91180556179.6880093227.2103241299.0034722359.992731553.095046396.91180556270270276.9116667’4边长(m )5增量计算值△x'6△y'7改正(mm)x8改正后的增量值△x10△y11坐标x12\"00y9y13点号1425.300192.957205.463222.494182.957193.003163.376-23.2202-205.4600-151.142688.7086193.003098.1059191.55481.1193-163.2774-160.0126-0.0250130.64060.90.910.80.90.70-23.2193191.55481.1194-163.2773-160.0126-0.0250130.640625.3002.081-203.378-354.520-265.811-72.80725.30025.3001160.250-0.0053-0.00035.20.20.0000.0000.000-0.00530.1-205.45910.1-151.14160088.709498.10660193.003972.325208.834400.389401.508238.23178.21878.193208.83472.3250.000-0.0003K1K2K3K4K5K6K7K2K1965442359.68787041794116407.21018522271237479.0033333299593.09490741716.91166753012542539.99259263595933965442ƒx=-0.005ƒy=0.000

ƒs=√(ƒx²+ƒy²)=0.0051/k=218565