附合導線測量成果表(自動計算)

1、附 合 導 線 坐 標 計 算 表工程名稱：年 月 日點號觀測角3左觀測角3左改正數(shù)(”)坐標方位角邊長(m)坐標增量計算坐標值盤左盤右 x(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO!O!A起始邊方位角a始68505.89871056.2762654456.5B0001795959104413168467.91470545.257104413328441281902627.5112.152-110.2950.002753-20.324-0.00236100017959521059.5n "7 470524.931195114151047195U.7I2053727274.691-

2、247.6750.006743-118.795-0.005796835 7.6222000179595015715450.7168109.95370406.130157154533715351825312211.910-211.6410.005202-10.672-0.0044730001795947174182.50.7167898.31870395.45317418335417491771114.5116.115-115.9750.002855.698-0.002454000179594619041110.7167782.34670401.14919041141040541875225.5

3、224.347-222.2320.005507-30.733-0.004735000179595717527380.7167560.11970370.41117527413552732183203.5319.472-318.9310.007843-18.581-0.00674600017959571804519.50.7167241.19670351.823180452204514184523337.261-336.4020.008279-24.053-0.00711700017959531854139.50.7166904.80270327.763185414254130189472.557

4、.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

5、-53.310.001331-9.906-0.00114附 合 導 線 坐 標 計 算 表工程名稱：年 月 日JH P. 點號觀測角3左觀測角3左改正數(shù)（"）坐標方位角邊長(m)r a ccC坐標增量計算坐標值盤左盤右 x(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO/ffof11000179595218248200.719.9W"66534.23870249.8311824822248101931954.5191.876-186.7050.00471-44.245-0.00405120001795959175468.50.7166347.53870205.58217546

6、1035546618963261.882-258.5850.006429-41.423-0.00552130001795950181948.50.7166088.96070164.15418194419431901551.5238.744-234.9230.005861-42.542-0.0050314000179595517815100.7165854.04270121.607178156358159188311.5234.363-231.7780.005753-34.71-0.00494150001795953172480.50.7165622.27070086.8921724833524

7、751181192275.454-275.3810.006762-6.332-0.00581D（觀測）00017959461914533.50.7165346.89670080.5541914529114524193435.5D（原始）65346.89670080.554193447.5E65088.27670020.467298719393177.336-3121.096-464.636輔助計算草圖f 3=久始f 3容=士1 f 3 1<+E 3 測-n X180°- a 終=-12.04755"fx =-0.078fy =0.06710" V n1 f3

8、容丨=士41.23"f =符合要求V1fx2+1v=E y-(y終-y1=0.1028<K容吃51K =f 312.0475515vsV3i= -=0.71n17fV3i為第i角的改正數(shù)f x="A x-(x冬-x始)f30900始)15000附 合 導 線 坐 標 計 算 表工程名稱：年 月 日點號觀測角3左觀測角3左改正數(shù)(”)坐標方位角邊長(m)坐標增量計算坐標值盤左盤右 x(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO!O!A起始邊方位角a始68505.89871056.2762654456.5B0001795954104412968467.91470545.

9、257104412928441231902625.5112.152-110.2950.340472-20.3230.02463410001795952114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.

10、12270395.59417418235417521771116.5116.115-115.9750.3525035.6970.02550440001795945190418-0.5967784.49970401.3161904181040531875224.5224.347-222.2320.681075-30.7320.049277500017959511752741-0.5967562.94870370.63317527413552732183205.5319.472-318.9310.969857-18.5840.070171600017959471804517-0.5967244.9

11、8770352.11918045170454184522.5337.261-336.4021.023861-24.0520.074078700017959591854142-0.5966909.60970328.142185414254141189474.557.764-56.9240.175361-9.8170.012688800017959481864158-0.5966852.86070318.337186415864146196292.591.058-87.3150.276435-25.8380.0290001795946174648-0.5966765.82270292.519174

12、6483546341903550.5176.025-173.0230.534379-32.3720.0386631000017959501795556-0.5966593.33370260.186179555635955461903146.554.222-53.3090.164608-9.9090.01191附 合 導 線 坐 標 計 算 表工程名稱：年 月 日JH P. 點號觀測角3左觀測角3左改正數(shù)（"）坐標方位角邊長(m)r a ccC坐標增量計算坐標值盤左盤右A x(m)改正數(shù)A y(m)改正數(shù)XYO/O/ffO/ffof1100017959511824822-0.59J 1

13、 . j j*53.30966540.18970250.289182482224813193208.5191.876-186.7020.5825-44.2570.042145120001795945175467-0.5966354.06970206.0741754673554552189615.5261.882-258.5830.795025-41.4380.057521130001795955181944-0.5966096.28170164.69318194419391901559.5238.744-234.9220.724782-42.5510.052439140001795953178

14、156-0.5965862.08470122.1951781563581459188315.5234.363-231.7780.711482-34.7150.0514771500017959531725349-0.5965631.01870087.531172534935253421812454.5285.074-284.9870.865431-7.040.062615B（觀測）0001795945191403-0.5965346.89670080.554191403113948193457.5B（原始）65346.89670080.554193447.5A65088.27670020.467

15、29872013186.956-3130.693-465.403輔助計算草圖f 3=久始f 3容=士1 f 3 1<+E 3 測-n X180°- a 終=9.95245"fx =-9.675fy =-0.710" V n1 f3容丨=士41.23"f =符合要求V1fx2+1fy=刀 A y-(y終-1=9.700>K容291K =f 3-9.9524485空V3i= -=-0.59n17fV3i為第i角的改正數(shù)f x=E A x-()終-x始)328y始)15000觀測角3左觀測角3左改正數(shù)(”)坐標方位角邊長(m)坐標增量計算坐標值JH

16、 P. 點號盤左盤右 x(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO!O!A起始邊方位角a始B00012345678910JH P. 點號觀測角3左觀測角3左改正數(shù)(”)坐標方位角邊長(m)坐標增量計算坐標值盤左盤右 x(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO/Of1112131415B(觀測)B(原始)A輔助計算草圖f 3=a始f3容=士,1 f 3 1f 3V3i=-nV3i為第i角的改正+E 3 測-n x180°-a 終="fx =士"f =V1K -,.XS=ff x=E x()終-x始)fy =1 Kg=200040" V n1 f3

17、容丨數(shù)(2.2 fx +fy1fy= E y-(y終-y 始)觀測角3左觀測角3左改正數(shù)(”)坐標方位角邊長(m)坐標增量計算坐標值JH P. 點號盤左盤右 x(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO!O!A起始邊方位角a始B00012345678910JH P. 點號觀測角3左觀測角3左改正數(shù)（”）坐標方位角邊長（m）坐標增量計算坐標值盤左盤右 X(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO/ffof1112131415B（觀測）B（原始）A輔助計算草圖f 3=久始f3容=士,1 f 3 1+X 3 測-n X180°- a 終="fx =fy =40"

18、 V n1 f3容丨=士"f =V1fx2+1fy= X y-(y終-fy21K容1K =Vf 3，-XSV3i= -=fnfV3i為第i角的改正數(shù)f x=X x-(x-X始)y始）2000觀測角3左觀測角3左改正數(shù)(”)坐標方位角邊長(m)坐標增量計算坐標值JH P. 點號盤左盤右 x(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO!O!A起始邊方位角a始B00012345678910JH P. 點號觀測角3左觀測角3左改正數(shù)（”）坐標方位角邊長（m）坐標增量計算坐標值盤左盤右 X(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO/ffof1112131415B（觀測）B（原始）A輔助計算草圖f 3=久始f3容=士,1 f 3 1+X 3 測-n X180°- a 終="fx =fy =40" V n1 f3容丨=士"f =V1fx2+1fy= X y-(y終-fy21K容1K =Vf 3，-XSV3i= -=fnfV3i為第i角的改正數(shù)f x=X x-(x-X始)y始）2000觀測角3左觀測角3左改正數(shù)(”)坐標方位角邊長(m)坐標增量計算坐標值JH P. 點號盤左盤右 x(m)改正數(shù) y(m)改正數(shù)XYO/O/ffO!