附合导线测量成果表(自动计算)表格推荐下载.xlsx

1、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X XY YA起始边方位角始68505.89871056.2762654456.5B0001795959104413168467.91470545.257104413328441281902627.5112.152-110.2950.002753-20.324-0.0023610001795952195

2、1059.50.7168357.62270524.9311951141510472053727274.691-247.6750.006743-118.795-0.005792000179595015715450.7168109.95370406.130157154533715351825312211.910-211.6410.005202-10.672-0.0044730001795947174182.50.7167898.31870395.45317418335417491771114.5116.115-115.9750.002855.698-0.0024540001795946190411

3、10.7167782.34670401.14919041141040541875225.5224.347-222.2320.005507-30.733-0.004735000179595717527380.7167560.11970370.41117527413552732183203.5319.472-318.9310.007843-18.581-0.00674600017959571804519.50.7167241.19670351.823180452204514184523337.261-336.4020.008279-24.053-0.00711700017959531854139.

4、50.7166904.80270327.763185414254130189472.557.764-56.9240.001418-9.816-0.00122800017959491864152.50.7166847.88070317.946186414764147196285591.058-87.3160.002235-25.834-0.0019290001795947174650.50.7166760.56670292.1101746533546351903545.5176.025-173.0230.004321-32.368-0.0037110000179594517955490.7166

5、587.54770259.738179554235955411903134.554.222-53.310.001331-9.906-0.0011411000179595218248200.7166534.23870249.8311824822248101931954.5191.876-186.7050.00471-44.245-0.00405120001795959175468.50.7166347.53870205.582175461035546618963261.882-258.5850.006429-41.423-0.00552130001795950181948.50.7166088.

6、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）00017959461914533.50.7165346.8

7、9670080.5541914529114524193435.5D（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

8、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X XY Y2654456.5B0001795954104412968467.91470545.257104412928441231902625.5112.152-110.2950.340472-20.

9、3230.02463410001795952195114-0.5968357.95970524.9591951141510562053729.5274.691-247.6740.83391-118.7980.060335200017959491571545-0.5968111.11970406.221157154533715341825314.5211.910-211.6410.643319-10.6740.04654530001795950174182-0.5967900.12270395.59417418235417521771116.5116.115-115.9750.3525035.6

10、970.02550440001795945190418-0.5967784.49970401.3161904181040531875224.5224.347-222.2320.681075-30.7320.049277500017959511752741-0.5967562.94870370.63317527413552732183205.5319.472-318.9310.969857-18.5840.070171600017959471804517-0.5967244.98770352.11918045170454184522.5337.261-336.4021.023861-24.052

11、0.074078700017959591854142-0.5966909.60970328.142185414254141189474.557.764-56.9240.175361-9.8170.012688800017959481864158-0.5966852.86070318.337186415864146196292.591.058-87.3150.276435-25.8380.0290001795946174648-0.5966765.82270292.5191746483546341903550.5176.025-173.0230.534379-32.3720.0386631000

12、017959501795556-0.5966593.33370260.186179555635955461903146.554.222-53.3090.164608-9.9090.011911100017959511824822-0.5966540.18970250.289182482224813193208.5191.876-186.7020.5825-44.2570.042145A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

13、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X XY Y120001795945175467-0.5966354.06970206.0741754673554552189615.5261.882-258.5830.795025-41.4380.057521130001795955181944-0.5966096.28170164.69318194419391901559.5238.744-234.9220.724782-42.5510.052439140001795953178156-0.5965862.

14、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）65346.89670080.554193447.5A65088.27670020.46729872013186.95

15、6-3130.693-465.403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

16、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X XY YB000123456789101112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X XY Y131415B（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