190°35′36″108°17′00″108°17′12″85°18′00″90°24′00″85°18′12″90°24′12″135°00′00″135°00′12″121°00′00″121°00′12″96.413324.7000290.0033245.0067155.4100-6.25559.10320.331-23.238-50.012-0.072fD=0.075180°00′00″ΔX改正系数=0.00025 (P83例题表6-8算法1)
坐标增量(m)改正数改正后ΔXΔYY 坐标增量(m)改正数改正后ΔYX 坐标(m)200.0000.0140.0160.0150.0140.0140.072-6.24159.11920.346-23.225-49.998Y 坐标(m)200.000255.645282.825226.971177.118200.00055.650-0.00427.184-0.005-55.849-0.005-49.850-0.00422.887-0.0040.022-0.02255.64527.179-55.853-49.85422.882193.759252.878273.223249.998200.0000.0000.000k=fD/ΣD=1/3875ΔY改正系数=#########
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