極坐標測量放樣計算表

1、Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK0+01971052

2、.1807432.7353593948.26184.771381844616.9855.9389185.10798K0+02071055.7537413.057195340.36205.002522050009.0857.5666185.10798K0+04071059.3267393.378370318.71222.163182220947.4365.5648185.10798K0+06071062.9007373.700493759.38234.741142344428.1077.9962185.10798K0+08071066.4737354.022582714.84243.562102

3、433343.5693.1029185.10798K0+10071070.0467334.344644230.90249.816562494859.61109.7856185.10798K0+12071073.6207314.666691628.29254.382502542257.01127.4265185.10798K0+14071077.1937294.988724248.74257.821522574917.46145.6785185.10798K0+16071080.7667275.309752246.37260.487532602915.09164.3387185.10798K0+

4、18071084.3407255.631772954.84262.606552623623.56183.2808185.10798K0+20071087.9137235.953791306.47264.326442641935.19202.4266185.10798K0+22071091.4867216.275803824.36265.748082654453.07221.7232185.10798K0+24071095.0607196.597815001.42266.941702665630.14241.1344185.10798K0+26071098.6337176.918825056.1

5、2267.956902675724.83260.6357185.10798K0+28071102.2067157.240834321.13268.830512684949.85280.2064185.10798K0+30071105.7807137.562842855.66269.590102693524.38299.8337185.10798K0+32071109.3537117.884850853.16270.256082701521.88319.5072185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計

6、算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK0+34071112.9267098.206854412.29270.844722705041.01339.2189185.10798K0

7、+36071116.5007078.527861539.05271.368822712207.77358.9634185.10798K0+38071120.0737058.849864348.42271.838092715017.14378.7339185.10798K0+40071123.6467039.171870910.08272.260782721538.79398.5272185.10798K0+42071127.2197019.493873207.67272.643442723836.38418.3402185.10798K0+44071130.7936999.815875301.

8、09272.991612725929.81438.1701185.10798K0+46071134.3666980.136881205.46273.309492731834.18458.0158185.10798K0+48071137.9396960.458882934.77273.600972733603.49477.8735185.10798K0+50071141.5136940.780884540.75273.869302735209.47497.7426185.10798K0+52071145.0866921.102890032.16274.116912740700.88517.621

9、7185.10798K0+54071148.6596901.424891417.61274.346202742046.33537.5097185.10798K0+56071152.2336881.745892704.49274.559222743333.21557.4068185.10798K0+58071155.8066862.067893858.17274.757472744526.89577.31185.10798K0+60071159.3796842.389895004.27274.942502745632.99597.2197185.10798K0+62071162.9536822.

10、711900027.72275.115682750656.44617.1352185.10798K0+64071166.5266803.033901011.86275.277942751640.58637.056185.10798K0+66071170.0996783.354901920.55275.430352752549.27656.9826185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至

11、后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK0+68071173.6736763.676902757.26275.573882753425.98676.9126185.10798K0+70071177.2466743.998903604.12275.709122754232.83696.84651

12、85.10798K0+72071180.8196724.320904343.89275.836842755012.61716.7841185.10798K0+74071184.3936704.642905059.06275.957712755727.77736.7252185.10798K0+76071187.9666684.963905750.98276.072142760419.70756.6703185.10798K0+78071191.5396665.285910421.78276.180692761050.50776.6172185.10798K0+80071195.1136645.

13、607911033.26276.283882761701.98796.5669185.10798K0+82071198.6866625.929911626.33276.381962762255.05816.519185.10798K0+84071202.2596606.251912202.57276.475362762831.28836.4733185.10798K0+86071205.8336586.572912723.34276.564462763352.06856.4309185.10798K0+88071209.4066566.894913229.30276.649452763858.

14、02876.3893185.10798K0+90071212.9796547.216913721.63276.730652764350.35896.3496185.10798K0+92071216.5536527.538914201.45276.808382764830.17916.3117185.10798K0+94071220.1266507.860914629.11276.882732765257.83936.2753185.10798K0+96071223.6996488.182915045.61276.953982765714.32956.2404185.10798K0+980712

15、27.2736468.503915451.79277.022362770120.51976.208185.10798K1+00071052.1807432.7353593948.26184.771381844616.9855.9389185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257

16、437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK1+02071055.7537413.057195340.36205.002522050009.0857.5666185.10798K1+04071059.3267393.378370318.71222.163182220947.4365.5648185.10798K1+06071062.9007373.700493759.38234.741142344428.10

17、77.9962185.10798K1+08071066.4737354.022582714.84243.562102433343.5693.1029185.10798K1+10071070.0467334.344644230.90249.816562494859.61109.7856185.10798K1+12071073.6207314.666691628.29254.382502542257.01127.4265185.10798K1+14071077.1937294.988724248.74257.821522574917.46145.6785185.10798K1+16071080.7

18、667275.309752246.37260.487532602915.09164.3387185.10798K1+18071084.3407255.631772954.84262.606552623623.56183.2808185.10798K1+20071087.9137235.953791306.47264.326442641935.19202.4266185.10798K1+22071091.4867216.275803824.36265.748082654453.07221.7232185.10798K1+24071095.0607196.597815001.42266.94170

19、2665630.14241.1344185.10798K1+26071098.6337176.918825056.12267.956902675724.83260.6357185.10798K1+28071102.2067157.240834321.13268.830512684949.85280.2064185.10798K1+30071105.7807137.562842855.66269.590102693524.38299.8337185.10798K1+32071109.3537117.884850853.16270.256082701521.88319.5072185.10798K

20、1+34071112.9267098.206854412.29270.844722705041.01339.2189185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角

21、或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK1+36071116.5007078.527861539.05271.368822712207.77358.9634185.10798K1+38071120.0737058.849864348.42271.838092715017.14378.7339185.10798K1+40071123.6467039.171870910.08272.260782721538.79398.5272185.10798K1+42071127.2197019.493873207.67272.6434

22、42723836.38418.3402185.10798K1+44071130.7936999.815875301.09272.991612725929.81438.1701185.10798K1+46071134.3666980.136881205.46273.309492731834.18458.0158185.10798K1+48071137.9396960.458882934.77273.600972733603.49477.8735185.10798K1+50071141.5136940.780884540.75273.869302735209.47497.7426185.10798

23、K1+52071145.0866921.102890032.16274.116912740700.88517.6217185.10798K1+54071148.6596901.424891417.61274.346202742046.33537.5097185.10798K1+56071152.2336881.745892704.49274.559222743333.21557.4068185.10798K1+58071155.8066862.067893858.17274.757472744526.89577.31185.10798K1+60071159.3796842.389895004.

24、27274.942502745632.99597.2197185.10798K1+62071162.9536822.711900027.72275.115682750656.44617.1352185.10798K1+64071166.5266803.033901011.86275.277942751640.58637.056185.10798K1+66071170.0996783.354901920.55275.430352752549.27656.9826185.10798K1+68071173.6736763.676902757.26275.573882753425.98676.9126

25、185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK1

26、+70071177.2466743.998903604.12275.709122754232.83696.8465185.10798K1+72071180.8196724.320904343.89275.836842755012.61716.7841185.10798K1+74071184.3936704.642905059.06275.957712755727.77736.7252185.10798K1+76071187.9666684.963905750.98276.072142760419.70756.6703185.10798K1+78071191.5396665.285910421.

27、78276.180692761050.50776.6172185.10798K1+80071195.1136645.607911033.26276.283882761701.98796.5669185.10798K1+82071198.6866625.929911626.33276.381962762255.05816.519185.10798K1+84071202.2596606.251912202.57276.475362762831.28836.4733185.10798K1+86071205.8336586.572912723.34276.564462763352.06856.4309

28、185.10798K1+88071209.4066566.894913229.30276.649452763858.02876.3893185.10798K1+90071212.9796547.216913721.63276.730652764350.35896.3496185.10798K1+92071216.5536527.538914201.45276.808382764830.17916.3117185.10798K1+94071220.1266507.860914629.11276.882732765257.83936.2753185.10798K1+96071223.6996488

29、.182915045.61276.953982765714.32956.2404185.10798K1+98071227.2736468.503915451.79277.022362770120.51976.208185.10798K2+00071052.1807432.7353593948.26184.771381844616.9855.9389185.10798K2+02071055.7537413.057195340.36205.002522050009.0857.5666185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11

30、/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK2+04071059.3267393.378370318.71222.163182220947.4365.564818

31、5.10798K2+06071062.9007373.700493759.38234.741142344428.1077.9962185.10798K2+08071066.4737354.022582714.84243.562102433343.5693.1029185.10798K2+10071070.0467334.344644230.90249.816562494859.61109.7856185.10798K2+12071073.6207314.666691628.29254.382502542257.01127.4265185.10798K2+14071077.1937294.988

32、724248.74257.821522574917.46145.6785185.10798K2+16071080.7667275.309752246.37260.487532602915.09164.3387185.10798K2+18071084.3407255.631772954.84262.606552623623.56183.2808185.10798K2+20071087.9137235.953791306.47264.326442641935.19202.4266185.10798K2+22071091.4867216.275803824.36265.748082654453.07

33、221.7232185.10798K2+24071095.0607196.597815001.42266.941702665630.14241.1344185.10798K2+26071098.6337176.918825056.12267.956902675724.83260.6357185.10798K2+28071102.2067157.240834321.13268.830512684949.85280.2064185.10798K2+30071105.7807137.562842855.66269.590102693524.38299.8337185.10798K2+32071109

34、.3537117.884850853.16270.256082701521.88319.5072185.10798K2+34071112.9267098.206854412.29270.844722705041.01339.2189185.10798K2+36071116.5007078.527861539.05271.368822712207.77358.9634185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方

35、位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK2+38071120.0737058.849864348.42271.838092715017.14378.7339185.10798K2+40071123.6467039.171870910.08272.260782721538.7

36、9398.5272185.10798K2+42071127.2197019.493873207.67272.643442723836.38418.3402185.10798K2+44071130.7936999.815875301.09272.991612725929.81438.1701185.10798K2+46071134.3666980.136881205.46273.309492731834.18458.0158185.10798K2+48071137.9396960.458882934.77273.600972733603.49477.8735185.10798K2+5007114

37、1.5136940.780884540.75273.869302735209.47497.7426185.10798K2+52071145.0866921.102890032.16274.116912740700.88517.6217185.10798K2+54071148.6596901.424891417.61274.346202742046.33537.5097185.10798K2+56071152.2336881.745892704.49274.559222743333.21557.4068185.10798K2+58071155.8066862.067893858.17274.75

38、7472744526.89577.31185.10798K2+60071159.3796842.389895004.27274.942502745632.99597.2197185.10798K2+62071162.9536822.711900027.72275.115682750656.44617.1352185.10798K2+64071166.5266803.033901011.86275.277942751640.58637.056185.10798K2+66071170.0996783.354901920.55275.430352752549.27656.9826185.10798K

39、2+68071173.6736763.676902757.26275.573882753425.98676.9126185.10798K2+70071177.2466743.998903604.12275.709122754232.83696.8465185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.5547

40、1107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK2+72071180.8196724.320904343.89275.836842755012.61716.7841185.10798K2+74071184.3936704.642905059.06275.957712755727.77736.7252185.10798K2+76071187.9666684.963905750.98276.0721

41、42760419.70756.6703185.10798K2+78071191.5396665.285910421.78276.180692761050.50776.6172185.10798K2+80071195.1136645.607911033.26276.283882761701.98796.5669185.10798K2+82071198.6866625.929911626.33276.381962762255.05816.519185.10798K2+84071202.2596606.251912202.57276.475362762831.28836.4733185.10798K

42、2+86071205.8336586.572912723.34276.564462763352.06856.4309185.10798K2+88071209.4066566.894913229.30276.649452763858.02876.3893185.10798K2+90071212.9796547.216913721.63276.730652764350.35896.3496185.10798K2+92071216.5536527.538914201.45276.808382764830.17916.3117185.10798K2+94071220.1266507.860914629

43、.11276.882732765257.83936.2753185.10798K2+96071223.6996488.182915045.61276.953982765714.32956.2404185.10798K2+98071227.2736468.503915451.79277.022362770120.51976.208185.10798K3+00071052.1807432.7353593948.26184.771381844616.9855.9389185.10798K3+02071055.7537413.057195340.36205.002522050009.0857.5666

44、185.10798K3+04071059.3267393.378370318.71222.163182220947.4365.5648185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待

45、放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK3+06071062.9007373.700493759.38234.741142344428.1077.9962185.10798K3+08071066.4737354.022582714.84243.562102433343.5693.1029185.10798K3+10071070.0467334.344644230.90249.816562494859.61109.7856185.10798K3+12071073.6207314.666691628.292

46、54.382502542257.01127.4265185.10798K3+14071077.1937294.988724248.74257.821522574917.46145.6785185.10798K3+16071080.7667275.309752246.37260.487532602915.09164.3387185.10798K3+18071084.3407255.631772954.84262.606552623623.56183.2808185.10798K3+20071087.9137235.953791306.47264.326442641935.19202.426618

47、5.10798K3+22071091.4867216.275803824.36265.748082654453.07221.7232185.10798K3+24071095.0607196.597815001.42266.941702665630.14241.1344185.10798K3+26071098.6337176.918825056.12267.956902675724.83260.6357185.10798K3+28071102.2067157.240834321.13268.830512684949.85280.2064185.10798K3+30071105.7807137.5

48、62842855.66269.590102693524.38299.8337185.10798K3+32071109.3537117.884850853.16270.256082701521.88319.5072185.10798K3+34071112.9267098.206854412.29270.844722705041.01339.2189185.10798K3+36071116.5007078.527861539.05271.368822712207.77358.9634185.10798K3+38071120.0737058.849864348.42271.838092715017.

49、14378.7339185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離

50、(m)備 注XYK3+40071123.6467039.171870910.08272.260782721538.79398.5272185.10798K3+42071127.2197019.493873207.67272.643442723836.38418.3402185.10798K3+44071130.7936999.815875301.09272.991612725929.81438.1701185.10798K3+46071134.3666980.136881205.46273.309492731834.18458.0158185.10798K3+48071137.9396960.

51、458882934.77273.600972733603.49477.8735185.10798K3+50071141.5136940.780884540.75273.869302735209.47497.7426185.10798K3+52071145.0866921.102890032.16274.116912740700.88517.6217185.10798K3+54071148.6596901.424891417.61274.346202742046.33537.5097185.10798K3+56071152.2336881.745892704.49274.559222743333

52、.21557.4068185.10798K3+58071155.8066862.067893858.17274.757472744526.89577.31185.10798K3+60071159.3796842.389895004.27274.942502745632.99597.2197185.10798K3+62071162.9536822.711900027.72275.115682750656.44617.1352185.10798K3+64071166.5266803.033901011.86275.277942751640.58637.056185.10798K3+66071170

53、.0996783.354901920.55275.430352752549.27656.9826185.10798K3+68071173.6736763.676902757.26275.573882753425.98676.9126185.10798K3+70071177.2466743.998903604.12275.709122754232.83696.8465185.10798K3+72071180.8196724.320904343.89275.836842755012.61716.7841185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：

54、日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK3+74071184.3936704.642905059.06275.957712755727.7

55、7736.7252185.10798K3+76071187.9666684.963905750.98276.072142760419.70756.6703185.10798K3+78071191.5396665.285910421.78276.180692761050.50776.6172185.10798K3+80071195.1136645.607911033.26276.283882761701.98796.5669185.10798K3+82071198.6866625.929911626.33276.381962762255.05816.519185.10798K3+84071202

56、.2596606.251912202.57276.475362762831.28836.4733185.10798K3+86071205.8336586.572912723.34276.564462763352.06856.4309185.10798K3+88071209.4066566.894913229.30276.649452763858.02876.3893185.10798K3+90071212.9796547.216913721.63276.730652764350.35896.3496185.10798K3+92071216.5536527.538914201.45276.808

57、382764830.17916.3117185.10798K3+94071220.1266507.860914629.11276.882732765257.83936.2753185.10798K3+96071223.6996488.182915045.61276.953982765714.32956.2404185.10798K3+98071227.2736468.503915451.79277.022362770120.51976.208185.10798K4+00071052.1807432.7353593948.26184.771381844616.9855.9389185.10798

58、K4+02071055.7537413.057195340.36205.002522050009.0857.5666185.10798K4+04071059.3267393.378370318.71222.163182220947.4365.5648185.10798K4+06071062.9007373.700493759.38234.741142344428.1077.9962185.10798Mail: Site: Time:2009-11-22 22:17計算：復核：日期：2021/11/1極坐標測量放樣計算表單 位 名 稱：中鐵八局工 程 名 稱：遂渝二線后視點坐標測站點坐標坐標差值

59、測站點至后視點方位角(弧度)測站點至后視點方位角( )測站點至后視點的水平距離(m)XYXYXY70986.7237426.55471107.9257437.388-121.202-10.834185.107981850628.72121.6853待放點待放點坐標偏角或夾角順時針撥角（）測站點與待放點方位角(弧度)測站點與待放點方位角()測站點至待放點的水平距離(m)備 注XYK4+08071066.4737354.022582714.84243.562102433343.5693.1029185.10798K4+10071070.0467334.344644230.90249.8165624

60、94859.61109.7856185.10798K4+12071073.6207314.666691628.29254.382502542257.01127.4265185.10798K4+14071077.1937294.988724248.74257.821522574917.46145.6785185.10798K4+16071080.7667275.309752246.37260.487532602915.09164.3387185.10798K4+18071084.3407255.631772954.84262.606552623623.56183.2808185.10798K4+