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报告日期:导线复测计算报表承包单位测量仪器型号高程（m）点号（m）监理单位桩号范围导线点编号观测角度β（。，，，）修正值dβ方位角（。，，，）平面边长（m）坐标增量（m）X（m）Y（m）未修正方位角（。，，，）FP14△xd△x（mm)△yd△y(mm)△zd△z(mm)2965654.592965654.59FP132202748-47582.5682850.77920.651FP133372438.59374.864346.105-1-143.994-147.29283372438.59FP121240852-57928.6722706.78467.951FP122813325.59166.56133.37-1-163.18408.2232813325.59G11325444-47962.0412543.676.174G12342805.59248.131-144.202-2-201.9270-16.80552342805.59G22871328-57817.8372341.67359.374G23414128.59255.943242.987-1-80.401-1-27.9453414128.59G31505141-48060.8232261.27131.439G33123305.59264.535178.893-1-194.8750-28.30153123305.59G42564945-4.98239.7152066.3963.143G4292245.69209.594182.638-2102.85-11.3085292245.69FP112535654-48422.3512169.224.456FP11鼎才山合计14262312-30.91519.628839.791-8-681.556-3-16.22631Fx=-0.008,Fy=-0.003,Fh=0.031,K=1/s=1/27400计算复核负责人监理XYtanɑ=A118.600180.600水平距D(米)=B130.100224.300象限角(°)＝Δ11.543.7方位角(°)＝报告日期:即导线复测计算报表承包单位测量仪器型号高程（m）点号（m）监理单位桩号范围导线点编号观测角度β（。，，，）修正值dβ方位角（。，，，）平面边长（m）坐标增量（m）X（m）Y（m）未修正方位角（。，，，）未修正方位角（。，，，）观测角度（。，，，）FP14△xd△x（mm)△yd△y(mm)△zd△z(mm)7582.5682850.77975.25643775°15′23.1″FP13202°14′28.3″7928.6722706.784202.24120097.49763797°29′51.4″FP12210°7′17.3″210.121500127.619137127°37′8.8″G1201°13′52.3″201.231200148.850337148°51′1.2″G2140°7′12.3″140.120100108.970437108°58′13.5″G30°0′0″00-71.029563-72°58′13.5″G40°0′0″00-251.029563-252°58′13.5″FP110°0′0″鼎才山合计计算复核负责人监理
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