附合导线测量成果表(自动计算)表格推荐下载.xlsx

附合导线测量成果表(自动计算)表格推荐下载.xlsx

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附附合合导导线线坐坐标标计计算算表表工工程程名名称称：

@#@年年月月日日点点号号观观测测角角左左观观测测角角左左改改正正数数（）（）坐坐标标方方位位角角边边长长（m）（m）坐坐标标增增量量计计算算坐坐标标值值盘盘左左盘盘右右xx（m）（m）改改正正数数yy（m）（m）改改正正数数XXYYA起始边方位角始68505.89871056.2762654456.5B0001795959104413168467.91470545.257104413328441281902627.5112.152-110.2950.002753-20.324-0.00236100017959521951059.50.7168357.62270524.9311951141510472053727274.691-247.6750.006743-118.795-0.005792000179595015715450.7168109.95370406.130157154533715351825312211.910-211.6410.005202-10.672-0.0044730001795947174182.50.7167898.31870395.45317418335417491771114.5116.115-115.9750.002855.698-0.002454000179594619041110.7167782.34670401.14919041141040541875225.5224.347-222.2320.005507-30.733-0.004735000179595717527380.7167560.11970370.41117527413552732183203.5319.472-318.9310.007843-18.581-0.00674600017959571804519.50.7167241.19670351.823180452204514184523337.261-336.4020.008279-24.053-0.00711700017959531854139.50.7166904.80270327.763185414254130189472.557.764-56.9240.001418-9.816-0.00122800017959491864152.50.7166847.88070317.946186414764147196285591.058-87.3160.002235-25.834-0.0019290001795947174650.50.7166760.56670292.1101746533546351903545.5176.025-173.0230.004321-32.368-0.0037110000179594517955490.7166587.54770259.738179554235955411903134.554.222-53.310.001331-9.906-0.0011411000179595218248200.7166534.23870249.8311824822248101931954.5191.876-186.7050.00471-44.245-0.00405120001795959175468.50.7166347.53870205.582175461035546618963261.882-258.5850.006429-41.423-0.00552130001795950181948.50.7166088.96070164.15418194419431901551.5238.744-234.9230.005861-42.542-0.0050314000179595517815100.7165854.04270121.607178156358159188311.5234.363-231.7780.005753-34.71-0.00494150001795953172480.50.7165622.27070086.8921724833524751181192275.454-275.3810.006762-6.332-0.00581D（观测）00017959461914533.50.7165346.89670080.5541914529114524193435.5D（原始）65346.89670080.554193447.5E65088.27670020.467298719393177.336-3121.096-464.636辅助计算草图f=始+测-n180-终=-12.04755fx=-0.078fy=0.067f容=10n=41.23f=fx2+fy2=0.102825ff容符合要求K=1=1K容=1Vi=-f=12.0475515=0.71S3090015000n17fVi为第i角的改正数fx=x-（x终-x始）fy=y-（y终-y始）观测：

@#@计算：

@#@复核：

@#@A起始边方位角始68505.89871056.2761118248200.7166534.23870249.831附附合合导导线线坐坐标标计计算算表表工工程程名名称称：

@#@年年月月日日点点号号观观测测角角左左观观测测角角左左改改正正数数（）（）坐坐标标方方位位角角边边长长（m）（m）坐坐标标增增量量计计算算坐坐标标值值盘盘左左盘盘右右xx（m）（m）改改正正数数yy（m）（m）改改正正数数XXYY2654456.5B0001795954104412968467.91470545.257104412928441231902625.5112.152-110.2950.340472-20.3230.02463410001795952195114-0.5968357.95970524.9591951141510562053729.5274.691-247.6740.83391-118.7980.060335200017959491571545-0.5968111.11970406.221157154533715341825314.5211.910-211.6410.643319-10.6740.04654530001795950174182-0.5967900.12270395.59417418235417521771116.5116.115-115.9750.3525035.6970.02550440001795945190418-0.5967784.49970401.3161904181040531875224.5224.347-222.2320.681075-30.7320.049277500017959511752741-0.5967562.94870370.63317527413552732183205.5319.472-318.9310.969857-18.5840.070171600017959471804517-0.5967244.98770352.11918045170454184522.5337.261-336.4021.023861-24.0520.074078700017959591854142-0.5966909.60970328.142185414254141189474.557.764-56.9240.175361-9.8170.012688800017959481864158-0.5966852.86070318.337186415864146196292.591.058-87.3150.276435-25.8380.0290001795946174648-0.5966765.82270292.5191746483546341903550.5176.025-173.0230.534379-32.3720.0386631000017959501795556-0.5966593.33370260.186179555635955461903146.554.222-53.3090.164608-9.9090.011911100017959511824822-0.5966540.18970250.289182482224813193208.5191.876-186.7020.5825-44.2570.042145A起始边方位角始68505.89871056.276附附合合导导线线坐坐标标计计算算表表工工程程名名称称：

@#@年年月月日日点点号号观观测测角角左左观观测测角角左左改改正正数数（）（）坐坐标标方方位位角角边边长长（m）（m）坐坐标标增增量量计计算算坐坐标标值值盘盘左左盘盘右右xx（m）（m）改改正正数数yy（m）（m）改改正正数数XXYY120001795945175467-0.5966354.06970206.0741754673554552189615.5261.882-258.5830.795025-41.4380.057521130001795955181944-0.5966096.28170164.69318194419391901559.5238.744-234.9220.724782-42.5510.052439140001795953178156-0.5965862.08470122.1951781563581459188315.5234.363-231.7780.711482-34.7150.0514771500017959531725349-0.5965631.01870087.531172534935253421812454.5285.074-284.9870.865431-7.040.062615B（观测）0001795945191403-0.5965346.89670080.554191403113948193457.5B（原始）65346.89670080.554193447.5A65088.27670020.46729872013186.956-3130.693-465.403辅助计算草图f=始+测-n180-终=9.95245fx=-9.675fy=-0.7f容=10n=41.23f=fx2+fy2=9.70029fK容=1Vi=-f=-9.9524485=-0.59S32815000n17fVi为第i角的改正数fx=x-（x终-x始）fy=y-（y终-y始）观测：

@#@计算：

@#@复核：

@#@A起始边方位角始193208.5191.876-186.7020.5825-44.2570.042145附附合合导导线线坐坐标标计计算算表表工工程程名名称称：

@#@年年月月日日点点号号观观测测角角左左观观测测角角左左改改正正数数（）（）坐坐标标方方位位角角边边长长（m）（m）坐坐标标增增量量计计算算坐坐标标值值盘盘左左盘盘右右xx（m）（m）改改正正数数yy（m）（m）改改正正数数XXYYB000123456789101112附附合合导导线线坐坐标标计计算算表表工工程程名名称称：

@#@年年月月日日点点号号观观测测角角左左观观测测角角左左改改正正数数（）（）坐坐标标方方位位角角边边长长（m）（m）坐坐标标增增量量计计算算坐坐标标值值盘盘左左盘盘右右xx（m）（m）改改正正数数yy（m）（m）改改正正数数XXYY131415B（观测）B（原始）A辅助计算草图f=始+测-n180-终=fx=fy=f容=40n=f=fx2+fy2=ff容K=1=1K容=1Vi=-f=S2000nfVi为第i角的改正数fx=x-（x终-x始）fy=y-（y终-y始）观测：

@#@计算：

@#@复核：

@#@A起始边方位角始B00012附附合合导导线线坐坐标标计计算算表表工工程程名名称称：

@#@年年月月日日点点号号观观测测角角左左观观测测角角左左改改正正数数（）（）坐坐标标方方位位角角边边长长（m）（m）坐坐标标增增量量计计算算