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1、附 合 导 线 坐 标 计 算 表工程名称：年 月 日点号观测角3左观测角3左改正数(”)坐标方位角边长(m)坐标增量计算坐标值盘左盘右 x(m)改正数 y(m)改正数XYO/O/ffO!O!A起始边方位角a始68505.89871056.2762654456.5B0001795959104413168467.91470545.257104413328441281902627.5112.152-110.2950.002753-20.324-0.00236100017959521059.5n 7 470524.931195114151047195U.7I2053727274.691-247.67
2、50.006743-118.795-0.005796835 7.6222000179595015715450.7168109.95370406.130157154533715351825312211.910-211.6410.005202-10.672-0.0044730001795947174182.50.7167898.31870395.45317418335417491771114.5116.115-115.9750.002855.698-0.002454000179594619041110.7167782.34670401.14919041141040541875225.5224.34
3、7-222.2320.005507-30.733-0.004735000179595717527380.7167560.11970370.41117527413552732183203.5319.472-318.9310.007843-18.581-0.00674600017959571804519.50.7167241.19670351.823180452204514184523337.261-336.4020.008279-24.053-0.00711700017959531854139.50.7166904.80270327.763185414254130189472.557.764-5
4、6.9240.001418-9.816-0.00122800017959491864152.50.7166847.88070317.946186414764147196285591.058-87.3160.002235-25.834-0.0019290001795947174650.50.7166760.56670292.1101746533546351903545.5176.025-173.0230.004321-32.368-0.0037110000179594517955490.7166587.54770259.738179554235955411903134.554.222-53.31
5、0.001331-9.906-0.00114附 合 导 线 坐 标 计 算 表工程名称：年 月 日JH P. 点号观测角3左观测角3左改正数（）坐标方位角边长(m)r a ccC坐标增量计算坐标值盘左盘右 x(m)改正数 y(m)改正数XYO/O/ffO/ffof11000179595218248200.719.9W66534.23870249.8311824822248101931954.5191.876-186.7050.00471-44.245-0.00405120001795959175468.50.7166347.53870205.582175461035546618963261.8
6、82-258.5850.006429-41.423-0.00552130001795950181948.50.7166088.96070164.15418194419431901551.5238.744-234.9230.005861-42.542-0.0050314000179595517815100.7165854.04270121.607178156358159188311.5234.363-231.7780.005753-34.71-0.00494150001795953172480.50.7165622.27070086.8921724833524751181192275.454-2
7、75.3810.006762-6.332-0.00581D（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 3=久始f 3容=士1 f 3 1+E 3 测-n X180- a 终=-12.04755fx =-0.078fy =0.06710 V n1 f3容丨=士41.23f =符合要求V1fx2+1v=E y-(y终-y1=0.10
8、28K容吃51K =f 312.0475515vsV3i= -=0.71n17fV3i为第i角的改正数f x=A x-(x冬-x始)f30900始)15000附 合 导 线 坐 标 计 算 表工程名称：年 月 日点号观测角3左观测角3左改正数(”)坐标方位角边长(m)坐标增量计算坐标值盘左盘右 x(m)改正数 y(m)改正数XYO/O/ffO!O!A起始边方位角a始68505.89871056.2762654456.5B0001795954104412968467.91470545.257104412928441231902625.5112.152-110.2950.340472-20.323
9、0.02463410001795952114只7 QKQ70524.959195114151056195-0.592053729.5274.691-247.6740.83391-118.7980.0603356835 7.959200017959491571545-0.5968111.11970406.221157154533715341825314.5211.910-211.6410.643319-10.6740.04654530001795950174182-0.5967900.12270395.59417418235417521771116.5116.115-115.9750.3525035.6970.02550440001795945190418-0.5967784.49970401.3161904181040531875224.5224.347-222.2320.681075-30.7320.049277500017959511752741-0.5967562.94870370.63317527413552732183205.5319.472-318.9310.969857-18.5840.070171600017959471804517-0.5967244.98770352.1191804517
