附合導(dǎo)線測量成果表(自動計(jì)算)

1、附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY YA起始邊方位角始68505.89871056.2762654456.5B0001795959104413168467.91470545.257104413328441281902627.5112.152-110.2950.0027532-20.324-0.002365100017959521

2、951059.50.7168357.62270524.9311951141510472053727274.691-247.6750.0067434-118.795-0.0057922000179595015715450.7168109.95370406.130157154533715351825312211.910-211.6410.0052022-10.672-0.00446930001795947174182.50.7167898.31870395.45317418335417491771114.5116.115-115.9750.00285055.698-0.00244840001795

3、94619041110.7167782.34670401.14919041141040541875225.5224.347-222.2320.0055075-30.733-0.0047315000179595717527380.7167560.11970370.41117527413552732183203.5319.472-318.9310.0078427-18.581-0.006737600017959571804519.50.7167241.19670351.823180452204514184523337.261-336.4020.0082794-24.053-0.0071127000

4、17959531854139.50.7166904.80270327.763185414254130189472.557.764-56.9240.001418-9.816-0.001218800017959491864152.50.7166847.88070317.946186414764147196285591.058-87.3160.0022354-25.834-0.0019290001795947174650.50.7166760.56670292.1101746533546351903545.5176.025-173.0230.0043212-32.368-0.003712100001

5、79594517955490.7166587.54770259.738179554235955411903134.554.222-53.310.0013311-9.906-0.001143附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY Y11000179595218248200.7166534.23870249.83118248222481

6、01931954.5191.876-186.7050.0047103-44.245-0.004046120001795959175468.50.7166347.53870205.582175461035546618963261.882-258.5850.0064289-41.423-0.005522130001795950181948.50.7166088.96070164.15418194419431901551.5238.744-234.9230.0058609-42.542-0.00503414000179595517815100.7165854.04270121.60717815635

7、8159188311.5234.363-231.7780.0057533-34.71-0.004942150001795953172480.50.7165622.27070086.8921724833524751181192275.454-275.3810.0067621-6.332-0.005808D(觀測)00017959461914533.50.7165346.89670080.5541914529114524193435.5D(原始)65346.89670080.554193447.5E65088.27670020.467298719393177.336-3121.096-464.63

8、6輔助計(jì)算草 圖f=始+測-n180-終=-12.04755fx =-0.078fy =0.067f容=10n=41.23f =fx2+fy2=0.1028251ff容符合要求K =1=1K容=1Vi= -f=12.04755154=0.71S3090015000n17fVi為第i角的改正數(shù) fx=x-(x終-x始) fy=y-(y終-y始) 觀測：計(jì)算：復(fù)核：1903134.554.222-53.310.0013311-9.906-0.001143附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()(

9、)坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY YA起始邊方位角始68505.89871056.2762654456.5B0001795954104412968467.91470545.257104412928441231902625.5112.152-110.2950.3404724-20.3230.024633710001795952195114-0.5968357.95970524.9591951141510562053729.5274.691-247.6740.8339103

10、-118.7980.0603346200017959491571545-0.5968111.11970406.221157154533715341825314.5211.910-211.6410.643319-10.6740.04654530001795950174182-0.5967900.12270395.59417418235417521771116.5116.115-115.9750.35250335.6970.025504140001795945190418-0.5967784.49970401.3161904181040531875224.5224.347-222.2320.681

11、0754-30.7320.0492768500017959511752741-0.5967562.94870370.63317527413552732183205.5319.472-318.9310.969857-18.5840.0701705600017959471804517-0.5967244.98770352.11918045170454184522.5337.261-336.4021.0238611-24.0520.0740778700017959591854142-0.5966909.60970328.142185414254141189474.557.764-56.9240.17

12、53607-9.8170.0126876800017959481864158-0.5966852.86070318.337186415864146196292.591.058-87.3150.276435-25.8380.020000590001795946174648-0.5966765.82270292.5191746483546341903550.5176.025-173.0230.5343788-32.3720.03866311000017959501795556-0.5966593.33370260.186179555635955461903146.554.222-53.3090.1

13、646078-9.9090.0119096附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY Y1100017959511824822-0.5966540.18970250.289182482224813193208.5191.876-186.7020.5824995-44.2570.0421447120001795945175467-0.59

14、66354.06970206.0741754673554552189615.5261.882-258.5830.7950246-41.4380.0575212130001795955181944-0.5966096.28170164.69318194419391901559.5238.744-234.9220.724782-42.5510.052439140001795953178156-0.5965862.08470122.1951781563581459188315.5234.363-231.7780.7114821-34.7150.05147671500017959531725349-0

15、.5965631.01870087.531172534935253421812454.5285.074-284.9870.8654311-7.040.0626152B(觀測)0001795945191403-0.5965346.89670080.554191403113948193457.5B(原始)65346.89670080.554193447.5A65088.27670020.46729872013186.956-3130.693-465.403輔助計(jì)算草 圖f=始+測-n180-終=9.95245fx =-9.675fy =-0.7f容=10n=41.23f =fx2+fy2=9.70

16、02899fK容=1Vi= -f=-9.95244846=-0.59S32815000n17fVi為第i角的改正數(shù) fx=x-(x終-x始) fy=y-(y終-y始) 觀測：計(jì)算：復(fù)核：1903146.554.222-53.3090.1646078-9.9090.0119096附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY YA起始邊方位角

17、始B00012345678910附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY Y1112131415B(觀測)B(原始)A輔助計(jì)算草 圖f=始+測-n180-終=fx =fy =f容=40n=f =fx2+fy2=ff容K =1=1K容=1Vi= -f=S2000nfVi為第i角的改正數(shù) fx=x-(x終-x始) fy=y-(y終-y始)

18、 觀測：計(jì)算：復(fù)核：附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY YA起始邊方位角始B00012345678910附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤

19、盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY Y1112131415B(觀測)B(原始)A輔助計(jì)算草 圖f=始+測-n180-終=fx =fy =f容=40n=f =fx2+fy2=ff容K =1=1K容=1Vi= -f=S2000nfVi為第i角的改正數(shù) fx=x-(x終-x始) fy=y-(y終-y始) 觀測：計(jì)算：復(fù)核：附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右

20、右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY YA起始邊方位角始B00012345678910附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY Y1112131415B(觀測)B(原始)A輔助計(jì)算草 圖f=始+測-n180-終=fx =fy =f容=40n=f =fx2+fy2=ff容K =1=1K容=1Vi= -f=S

21、2000nfVi為第i角的改正數(shù) fx=x-(x終-x始) fy=y-(y終-y始) 觀測：計(jì)算：復(fù)核：附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY YA起始邊方位角始B00012345678910附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)(

22、)()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY Y1112131415B(觀測)B(原始)A輔助計(jì)算草 圖f=始+測-n180-終=fx =fy =f容=40n=f =fx2+fy2=ff容K =1=1K容=1Vi= -f=S2000nfVi為第i角的改正數(shù) fx=x-(x終-x始) fy=y-(y終-y始) 觀測：計(jì)算：復(fù)核：附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)標(biāo)增增量量計(jì)計(jì)算算坐坐標(biāo)標(biāo)值值盤盤左左盤盤右右xx(m)(m)改改正正數(shù)數(shù)yy(m)(m)改改正正數(shù)數(shù)X XY YA起始邊方位角始B00012345678910附附 合合 導(dǎo)導(dǎo) 線線 坐坐 標(biāo)標(biāo) 計(jì)計(jì) 算算 表表工工程程名名稱稱： 年年 月月 日日點(diǎn)點(diǎn)號號觀觀測測角角左左觀觀測測角角左左改改正正數(shù)數(shù)()()坐坐標(biāo)標(biāo)方方位位角角邊邊長長(m)(m)坐坐標(biāo)