导线复测计算报表程序101.xls

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1、报告日期:导导线线复复测测计计算算报报表表承包单位测量仪器型号 监理单位桩号范围导线点编号观测角度（。，）修正值d方位角（。，）平面边长（m）坐标增量（m）X（m）Y（m）FP14xdx（mm)ydy(mm)zdz(mm)296 56 54.59FP13220 27 48-47582.57 2850.78337 24 38.59374.864346.105-1-143.99-147.2928FP12124 08 52-57928.67 2706.78281 33 25.59166.56133.37-1-163.1808.223G1132 54 44-47962.042543.6234 28 0

2、5.59248.131-144.202-2-201.930-16.8055G2287 13 28-57817.84 2341.67341 41 28.59255.943242.987-1-80.401-1-27.945G3150 51 41-48060.82 2261.27312 33 05.59264.535178.893-1-194.880-28.3015G4256 49 45-4.98239.722066.429 22 45.69209.594182.638-2102.85-11.3085FP11253 56 54-48422.35 2169.22鼎才山合计1426 23 12-30.9

3、1519.628839.791-8-681.56-3-16.22631Fx=-0.008,Fy=-0.003,Fh=0.031,K=1/s=1/27400计算复核负责人监理报告日期:导导线线复复测测计计算算报报表表承包单位测量仪器型号 监理单位桩号范围导线点编号观测角度（。，）修正值d方位角（。，）平面边长（m）坐标增量（m）X（m）Y（m）FP14xdx（mm)ydy(mm)zdz(mm)7582.57 2850.78FP132021428.37928.67 2706.7800FP12210717.300G12011352.300G2140712.300G300000G400000FP110

4、00鼎才山合计计算复核负责人监理FP11000高程（m）点号（m）未修正方位角（。，）296 56 54.5920.651FP13337 24 38.5967.951FP12281 33 25.5976.174G1234 28 05.5959.374G2341 41 28.5931.439G3312 33 05.593.143G429 22 45.694.456FP11AB高程（m）点号（m）未修正方位角（。，）未修正方位角（。，）观测角度（。，）75.256437751523.1202.241297.497637972951.4210.1215127.619137127378.8201.2312148.850337148511.2140.1201108.9704371085813.5-71.029563-725813.5-251.029563-2525813.5XYtan=3.8118.600180.600水平距D(米)=45.188130.100224.300象限角()75.2564411.543.7方位角()75.25644即 751523.1