附和导线坐标平差计算

1、附附 合合 导导 线线 平平 差差 计计 算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量坐标增量改正数坐标平差值备注 (m)xyxyxy 测站数n=13 1.黄区为输入 区。2.计算fb 时兰区先输入 0，再输入改 正数。下划线 值为已知值。 agps04-1.3523083783318.65236632299.563 2738250.4824139 b（1）d0215222924.5-1.3523783617.12136632455.866 694748.151.2181824284.04698.0959266.5696-0.01120.0014 2d0214187331

2、8.3-1.3523783715.20636632722.437 77215.101.3500369391.74885.7813382.2408-0.01550.0019 3d02131493537.3-1.3523783800.97136633104.680 465641.040.8193402277.034189.1321202.4275-0.01100.0014 4d02121922456.8-1.3523783990.09336633307.109 592136.491.0360298296.362151.0380254.9862-0.01170.0015 5d02111672635.

3、8-1.3523784141.11936633562.096 464810.940.8168671322.044220.4418234.7717-0.01270.0016 6d02102021649.5-1.3523784361.54836633796.870 69459.091.2057272546.82195.2223510.7841-0.02160.0027 7d02081975841.3-1.3523784556.74936634307.656 87339.031.5194984342.38517.5560341.9346-0.01350.0017 8d02071555114-1.35

4、23784574.29136634649.593 625451.681.0980627397.496180.9886353.9014-0.01570.0020 9d0206161557-1.3523784755.26436635003.496 444957.330.7824763254.298180.3405179.2897-0.01010.0013 10d02052185739.5-1.3523784935.59436635182.787 834735.481.462467748.82780.9613744.4375-0.02960.0037 11d02031624050-1.3523785

5、016.52636635927.228 662824.121.1601791677.738270.5363621.4008-0.02680.0034 12d02011892458.3-1.3523785287.03636636548.632 755321.071.3245162222.02554.1293215.3256-0.00880.0011 c（13）gps021445751-1.3523785341959 405110.720.713019 14gps013785764.22936637129.829 405110.72 4760.8231724.223343

6、08.0694 方位角闭合差f=17.58；f允=10n=36.1；fx=0.1883m；fy=-0.0236m 测角中误差m0=4.88；m0允=5 导线全长相对中误差k=1/25081；k允=1/15000符合规范一级导线精度要求 计算 ：复核:监理 ： 附附 合合 导导 线线 平平 差差 计计 算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量坐标增量改正数坐标平差值备注 (m)xyxyxy 测站数n=3 1.黄区为输 入区。2.计 算fb时兰区 先输入0， 再输入改正 数。下划线 值为已知值 。 agps02-5.6733785341959 4

7、05110.72 0.713018971 b(1)gps0119451 13.5 5.6733785764.22936637129.829 554229.890.972293319 340.114 191.6224280.9954-0.0052-0.0183 2d0101-1 14456 33.3 5.6733785955.84636637410.806 20398.820.360453232 457.248 427.8639161.2706-0.0070-0.0247 c（3）d01015754545.6733786383.70336637572.052 258348.494.5128808

8、25 dg标d013786368.91136637498.896 258348.49 797.362 619.4863442.2660 方位角闭合差fb=17；fb允=10n=17.3；fx=0.0123m；fy=0.0430m 导线全长相对中误差k=1/17832；k允=1/15000结论：符合规范一级导线精度要求 计算 ：复核 ：监理 ： 附附 合合 导导 线线 平平 差差 计计 算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量坐标增量改正数坐标平差值备注 (m)xyxyxy 测站数n=11 1.黄区为输 入区。2.计 算fb时兰区 先输入0， 再输入改正 数。下划线 值

9、为已知值 。 ad02110.442727273784141.11936633562.096 464817.960.81690116 b(1)d021019643440.4433784361.54836633796.870 6332 2.40273 1.1088775190.34384.8295170.3949-0.0004-0.0042 230.4433784446.37736633967.261 72159.1455 1.25721469357.854110.3864340.4032-0.0008-0.0078 3d02081851439.50.4433784

10、556.76336634307.656 7716 39.0882 1.34874724237.83552.3781231.9957-0.0005-0.0052 480.4433784609647 8556 32.3309 1.49997635249.28817.6398248.6631-0.0005-0.0054 5d0206-215822320.4433784626.78036634788.304 6419 4.77364 1.12256074248.411107.6554223.8713-0.0005-0.0054 6d0206-11

11、852260.4433784734.43436635012.170 6921 31.2164 1.21053718369.663130.3124345.9327-0.0008-0.0081 780.4433784864.74636635358.095 9252 38.4591 1.62101555263.822-13.2434263.4894-0.0006-0.0058 850.4433784851.50236635621.578 6138 10.4018 1.07575503347.356165.0177305.6556-0.0007

12、-0.0076 9d02031833310.4433785016.51936635927.226 6441 41.8445 1.12914001329.281140.7470297.6848-0.0007-0.0072 1050.4433785157.26536636224.904 68922.7873 1777129.7713323.7357-0.0008-0.0076 c(11)d0201187446.50.4433785287.03636636548.632 755329.73 dgps0237853419

13、59 755329.73 2942.63 925.49432751.8263 方位角闭合差fb=-4.87；fb允=10n=33.2；fx=0.0063m；fy=0.0643m 测角中误差m0=1.47；m0允=5 导线全长相对中误差k=1/ 45523；k允=1/15000结论：符合规范一级导线精度要求 计算 ：监理 ： 附附 合合 导导 线线 平平 差差 计计 算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量坐标增量改正数坐标平差值备注 (m)xyxyxy 测站数n=8 1.黄区为输 入区。2.计 算fb时兰区 先输入0， 再输入改正 数。下划线 值为已知值 。 ad02

14、142.4753783715.20636632722.437 2494755.94.35981259 b(1)d021596252.82.4753783617.12136632455.866 166131.1752.9010338116.075-112.732627.6543-0.0020.002 2d02162314156.82.4753783504.38636632483.523 217550.453.80336551170.005-134.1176-104.4709-0.0030.003 3d02171782762.4753783370.26536632379.055 216228.92

15、53.77635399170.135-136.9950-100.8876-0.0030.003 4d02181943628.82.4753783233.26636632278.171 2305840.24.03132369232.534-146.4083-180.6562-0.0050.005 5gps04-11833930.52.4753783086.85336632097.519 2343813.175 4.09518808198.717-115.0084-162.0540-0.0040.004 682.4753782971.84136631935.469 2

16、251242.453.93068728223.939-157.7624-158.9330-0.0050.004 732.4753782814.07436631776.541 226246.225 3.94524999331.212-229.8871-238.4393-0.0070.007 c(8)d04032122429.32.4753782584108 2582718 dd04043782517.97636631214.008 2582718 1442.617 -1032.9114-917.7867 方位角闭合差fb=-19.8；fb允=

17、10n=28.3；fx=0.0296m；fy=-0.0287m 测角中误差m0=7.00；m0允=5 导线全长相对中误差k=1/ 34977；k允=1/15000结论：符合规范一级导线精度要求 计算 ：监理 ： 附附 合合 导导 线线 平平 差差 计计 算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量坐标增量改正数坐标平差值备注 (m)xyxyxy 测站数n=5 1.黄区为输 入区。2.计 算fb时兰区 先输入0， 再输入改正 数。下划线 值为已知值 。 agps02-3.685341.156636763.959 2555329.74.46615066 b(1)d020111

18、62319.5-3.60085287.036636548.632 1921645.63.35590745271.407-265.1978-57.7223-0.0060.008 27-3.60085021.832636490.918 2493741.74.35683487445.888-155.2180-417.9994-0.0100.014 35-3.60084866.604636072.933 2691733.64.70004368690.746-8.5272-690.6934-0.0150.021 4

19、3.60084858.062635382.261 2513148.04.39002667390.202-123.6191-370.1026-0.0090.012 55-3.60084734.434635012.170 244193.94.26414916 6d0206-284626.780634788.304 244193.9 1798.243 -552.5623-1536.5176 方位角闭合差fb=18；fb允=10n=22.4；fx=0.0397m；fy=-0.0556m 测角中误差m0=8.05；m0允=5 导线全长相对中误差k=1/ 26314；k允=1

20、/15000结论：符合规范一级导线精度要求 计算 ：监理 ： 附附 合合 导导 线线 平平 差差 计计 算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量坐标增量改正数坐标平差值备注 (m)xyxyxy 测站数n=3 1.黄区为输 入区。2.计 算fb时兰区 先输入0， 再输入改正 数。下划线 值为已知值 。 agps064.6303780170.03536627892.253 2045249.24 3.575836583 b(1)d060118616504.6303779944.55436627787.681 211943.873.685475403 290.575 -248

21、.647-150.362-0.00050.0007 2d0601-1 26947 17.8 4.6303779695.90736627637.320 300576.305.252598927 228.318117.428-195.806-0.00040.0006 c（3）d0602100422.34.6303779813.33436627441.515 2213913.233.868586428 dd06033779621.39936627270.789 2213913.23 518.893 -131.219-346.167 方位角闭合差fb= -14；fb允=10n=17.3；fx=0.00

22、09m；fy=-0.0013m 导线全长相对中误差k=1/331637；k允=1/15000结论：符合规范一级导线精度要求 计算 ：复核 ：监理 ： 附附 合合 导导 线线 平平 差差 计计 算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量坐标增量改正数坐标平差值备注 (m)xyxyxy 测站数n=9 1.黄区为 输入区。 2.计算fb 时兰区先 输入0， 再输入改 正数。下 划线值为 已知值。 agps110.936666673772932.04736618359.373 2675644.674.676535409 b(1)gps121541857.51.100377291

23、8.47236617980.912 2421543.274.228269892635.852-295.9439-562.78330.00270.1624 2d12011781511.1003772622.53136617418.291 2403045.374.197736811260.922-128.4342-227.12320.00110.0666 3d120218529431.1003772494.09836617191.235 246029.474.293652834384.527-156.3510-351.30520.00160.0982 4d120319017211.10037723

24、37.74836616840.028 2561751.574.473238003209.439-49.6115-203.47820.00090.0535 5d120418542161.1003772288603 26208.674.572804674222.835-31.0034-220.66770.00100.0569 c(6)d12051692321.1003772257992 2512311.774.387523914336.771-107.4909-319.15580.00140.0860 dd120617529581.1003772

25、149.64636616096.922 2465310.874.308979734372.579-146.2582-342.67130.00160.0951 d120718511201.1003772003.38936615754.346 252431.974.399548263421.153-129.6152-400.71160.00180.1076 d120818116511.1003771873.77636615353.742 d12093771731.44136614877.621 252432 2844.078 -1044.7082 -2627.89633 方位角闭合差fb=-8.4

26、3；fb允=10n=30.0；fx=-0.0122m；fy=-0.7263m 测角中误差m0=2.81；m0允=5 导线全长相对中误差k=1/3915；k允=1/15000结论：不符合规范一级导线精度要求 计算 ：复核：监理 ： 37.74 附附 合合 导导 线线 平平 差差 计计 算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量 (m)x 测站数n=37 ad0605-1.9186486 184134.710.326253961 b(1)d06042215337.5-1.919 603510.291.057428532290.439142.6386 2d060316142-

27、1.919 413910.370.726979922256.877191.9346 3d06022073516-1.919 691424.451.208468175370.198131.2175 4d06011353827-1.919 245249.540.434245362248.549225.4806 5gps06239816-1.919 8413.621.466384994256.45926.7286 6d0501133153.5-1.919 37255.200.646621208299.677239.1794 7gps052475628-1.919 1045921.281.832407

28、992352.758-91.2365 8d041714112-1.919 66021.361.152020866254.133103.3412 9d04161715017.8-1.919 575037.241.009562639558.418297.2074 10d04141751636.5-1.919 53711.820.927118043240.203144.1558 11d04131943137-1.919 673846.901.180651752289.655110.1622 12d04121985038.3-1.919 862923.291.50953181150.2999.2022

29、 13d04111454750-1.919 521711.370.912571422236.042144.3901 14d0410187522-1.919 592231.451.036296268346.152176.3336 15d04091465144.3-1.919 261413.830.457925091324.324290.9095 16d04081622934.8-1.919 84346.710.152360997218.82216.2851 17d0407216450.3-1.919 444835.090.78207764186.624132.4006 18d0406156161

30、4-1.919 21447.170.367911403372.624347.6882 19d04052152420.8-1.919 56296.060.985849498364.259201.1274 20d04042015821.3-1.919 782725.441.36933412330.7966.1918 21d04031595855-1.919 582618.521.019943839414.631217.0236 22d04021593123.8-1.919 375740.400.662548315306.483241.6395 23d04011803431.5-1.919 3832

31、9.980.672581928352.561275.7788 24gps04169624.3-1.919 273832.360.482449547336.91298.4555 25d0215222924.5-1.919 694754.941.218215305284.04698.0871 26d02141873318.3-1.919 772111.331.350067082391.74885.7698 27d02131493537.3-1.919 465646.710.819367635277.034189.1265 28d02121922456.8-1.919 592141.591.0360

32、54535296.362151.0317 29d02111672635.8-1.919 464815.470.816889087322.044220.4367 30d02102021649.5-1.919 6953.051.205746414546.82195.2125 31d02081975841.3-1.919 87342.431.519514829342.38517.5503 32d02071555114-1.919 625454.511.098076387397.496180.9838 33d0206161557-1.919 444959.590.782487316254.298180

33、.3385 34d02052185739.5-1.919 834737.181.462475259748.82780.9552 35d02031624050-1.919 662825.261.160184627677.738270.5329 36d02011892458.3-1.919 755321.641.324518921222.02554.1287 c(37)gps021445751-1.919 405110.72 dgps01 405110.72 12118.708 5862.3888 方位角闭合差fb=70.99；fb允=10n=60.8；fx= 测角中误差m0=11.67；m0允=

34、5 导线全长相对中误差k=1/273768；k允=1/15000 计算 ：复核： 37.74 dgps01 坐标增量改正数坐标平差值备注 yxyxy 1.黄区为 输入区。 2.计算fb 时兰区先 输入0， 再输入改 正数。下 划线值为 已知值。 79053.725626873.979 79478.759627017.787 253.00010.0002-0.0010 79621.398627270.786 170.72460.0002-0.0009 79813.333627441.510 346.16260.0002-0.0013 79944.550627787.671 104.57100.0

35、002-0.0009 80170.031627892.241 255.06230.0002-0.0009 80196.760628147.303 180.55330.0002-0.0011 80435.940628327.855 340.75520.0002-0.0013 80344.703628668.609 232.17280.0002-0.0009 80448.045628900.781 472.75620.0004-0.0020 80745.252629373.535 192.13690.0002-0.0009 80889.408629565.671 267.88860.0002-0.

36、0010 80999.571629833.558 150.01700.0001-0.0005 81008.773629983.575 186.72790.0002-0.0008 81153.163630170.302 297.87190.0002-0.0012 81329.497630468.173 143.37970.0002-0.0012 81620.407630611.551 33.21080.0001-0.0008 81836.692630644.761 131.52420.0001-0.0007 81969.093630776.285 134.02070.0003-0.0013 82

37、316.781630910.304 303.69780.0002-0.0013 82517.909631214.001 324.09980.0002-0.0012 82584.101631538.099 353.29820.0003-0.0015 82801.125631891.396 188.52630.0002-0.0011 83042.765632079.921 219.64820.0002-0.0013 83318.544632299.568 156.30960.0002-0.0012 83616.999632455.876 266.57280.0002-0.0010 83715.08

38、7632722.448 382.24340.0003-0.0014 83800.857633104.690 202.43270.0002-0.0010 83989.983633307.122 254.98990.0002-0.0011 84141.015633562.111 234.77650.0002-0.0012 84361.452633796.886 510.78780.0004-0.0020 84556.665634307.672 341.93490.0002-0.0012 84574.215634649.606 353.90390.0003-0.0014 84755.19963500

39、3.508 179.29170.0002-0.0009 84935.538635182.799 744.43810.0005-0.0027 85016.494635927.234 621.40230.0005-0.0024 85287.027636548.634 215.32580.0001-0.0008 85341.156636763.959 85764.229637129.829 附附 合合 导导 线线 平平 差差 计计 算算 表表 坐标增量 9746.2155 -0.0082m；fy=0.0435m 结论：不符合规范一级导线精度要求 监理 ： 1.黄区为 输入区。 2.计算fb 时兰区先

40、 输入0， 再输入改 正数。下 划线值为 已知值。 85764.229637129.829 -50 附附 合合 导导 线线 平平 差差 计计 算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量 (m)x 测站数n=37 ad0605-1.9186486 184134.710.326253961 b(1)d06042215337.5-1.919 603510.291.057428532290.439142.6386 2d060316142-1.919 413910.370.726979922256.877191.9346 3d06022073516-1.919 691424.45

41、1.208468175370.198131.2175 4d06011353827-1.919 245249.540.434245362248.549225.4806 5gps06239816-1.919 8413.621.466384994256.45926.7286 6d0501133153.5-1.919 37255.200.646621208299.677239.1794 7gps052475628-1.919 1045921.281.832407992352.758-91.2365 8d041714112-1.919 66021.361.152020866254.133103.3412

42、 9d04161715017.8-1.919 575037.241.009562639558.418297.2074 10d04141751636.5-1.919 53711.820.927118043240.203144.1558 11d04131943137-1.919 673846.901.180651752289.655110.1622 12d04121985038.3-1.919 862923.291.50953181150.2999.2022 13d04111454750-1.919 521711.370.912571422236.042144.3901 14d0410187522

43、-1.919 592231.451.036296268346.152176.3336 15d04091465144.3-1.919 261413.830.457925091324.324290.9095 16d04081622934.8-1.919 84346.710.152360997218.82216.2851 17d0407216450.3-1.919 444835.090.78207764186.624132.4006 18d04061561614-1.919 21447.170.367911403372.624347.6882 19d04052152420.8-1.919 56296

44、.060.985849498364.259201.1274 20d04042015821.3-1.919 782725.441.36933412330.7966.1918 21d04031595855-1.919 582618.521.019943839414.631217.0236 22d04021593123.8-1.919 375740.400.662548315306.483241.6395 23d04011803431.5-1.919 38329.980.672581928352.561275.7788 24gps04169624.3-1.919 273832.360.4824495

45、47336.91298.4555 25d0215222924.5-1.919 694754.941.218215305284.04698.0871 26d02141873318.3-1.919 772111.331.350067082391.74885.7698 27d02131493537.3-1.919 465646.710.819367635277.034189.1265 28d02121922456.8-1.919 592141.591.036054535296.362151.0317 29d02111672635.8-1.919 464815.470.816889087322.044

46、220.4367 30d02102021649.5-1.919 6953.051.205746414546.82195.2125 31d02081975841.3-1.919 87342.431.519514829342.38517.5503 32d02071555114-1.919 625454.511.098076387397.496180.9838 33d0206161557-1.919 444959.590.782487316254.298180.3385 34d02052185739.5-1.919 834737.181.462475259748.82780.9552 35d0203

47、1624050-1.919 662825.261.160184627677.738270.5329 36d02011892458.3-1.919 755321.641.324518921222.02554.1287 c(37)gps021445751-1.919 405110.72 dgps01 405110.72 12118.708 5862.3888 方位角闭合差fb=70.99；fb允=10n=60.8；fx= 测角中误差m0=11.67；m0允=5 导线全长相对中误差k=1/273768；k允=1/15000 计算 ：复核： 37.74 dgps01 坐标增量改正数坐标平差值备注 yx

48、yxy 1.黄区为 输入区。 2.计算fb 时兰区先 输入0， 再输入改 正数。下 划线值为 已知值。 79053.725626873.979 79478.759627017.787 253.00010.0002-0.0010 79621.398627270.786 170.72460.0002-0.0009 79813.333627441.510 346.16260.0002-0.0013 79944.550627787.671 104.57100.0002-0.0009 80170.031627892.241 255.06230.0002-0.0009 80196.760628147.30

49、3 180.55330.0002-0.0011 80435.940628327.855 340.75520.0002-0.0013 80344.703628668.609 232.17280.0002-0.0009 80448.045628900.781 472.75620.0004-0.0020 80745.252629373.535 192.13690.0002-0.0009 80889.408629565.671 267.88860.0002-0.0010 80999.571629833.558 150.01700.0001-0.0005 81008.773629983.575 186.

50、72790.0002-0.0008 81153.163630170.302 297.87190.0002-0.0012 81329.497630468.173 143.37970.0002-0.0012 81620.407630611.551 33.21080.0001-0.0008 81836.692630644.761 131.52420.0001-0.0007 81969.093630776.285 134.02070.0003-0.0013 82316.781630910.304 303.69780.0002-0.0013 82517.909631214.001 324.09980.0

51、002-0.0012 82584.101631538.099 353.29820.0003-0.0015 82801.125631891.396 188.52630.0002-0.0011 83042.765632079.921 219.64820.0002-0.0013 83318.544632299.568 156.30960.0002-0.0012 83616.999632455.876 266.57280.0002-0.0010 83715.087632722.448 382.24340.0003-0.0014 83800.857633104.690 202.43270.0002-0.

52、0010 83989.983633307.122 254.98990.0002-0.0011 84141.015633562.111 234.77650.0002-0.0012 84361.452633796.886 510.78780.0004-0.0020 84556.665634307.672 341.93490.0002-0.0012 84574.215634649.606 353.90390.0003-0.0014 84755.199635003.508 179.29170.0002-0.0009 84935.538635182.799 744.43810.0005-0.0027 8

53、5016.494635927.234 621.40230.0005-0.0024 85287.027636548.634 215.32580.0001-0.0008 85341.156636763.959 85764.229637129.829 附附 合合 导导 线线 平平 差差 计计 算算 表表 坐标增量 9746.2155 -0.0082m；fy=0.0435m 结论：不符合规范一级导线精度要求 监理 ： 1.黄区为 输入区。 2.计算fb 时兰区先 输入0， 再输入改 正数。下 划线值为 已知值。 85764.229637129.829 -50 附附 合合 导导 线线 平平 差差 计计

54、算算 表表 序号点号测角（左） 改正数方位角 方位角 测距坐标增量 (m)x 测站数n=37 ad0605-1.6943243 184134.710.326253961 b(1)d06042215337.5-1.694 603510.521.05742962290.439142.6383 2d060316142-1.694 413910.820.726982097256.877191.9343 3d06022073516-1.694 691425.131.208471438370.198131.2164 4d06011353821.5-1.694 245244.930.434223047248

55、.549225.4830 5gps06239816-1.694 84059.241.466363767256.45926.7340 6d0501133153.5-1.694 37251.040.646601068299.677239.1831 7gps052475628-1.694 1045917.351.83238894352.758-91.2300 8d041714112-1.694 66017.661.152002902254.133103.3453 9d04161715017.8-1.694 575033.761.009545762558.418297.2154 10d04141751

56、636.5-1.694 5378.570.927102254240.203144.1589 11d04131943137-1.694 673843.871655110.1661 12d04121985032.5-1.694 862914.681.509490076150.2999.2085 13d04111454750-1.694 52172.980.912530776236.042144.3977 14d0410187522-1.694 592223.291.03625671346.152176.3454 15d04091465152-1.694 261413.60

57、0.457923952324.324290.9096 16d04081622933-1.694 84344.900.152352218218.82216.2854 17d0407216450.3-1.694 444833.510.782069949186.624132.4016 18d04061561614-1.694 21445.810.367904799372.624347.6891 19d04052152420.8-1.694 56294.920.985843982364.259201.1291 20d04042015821.3-1.694 782724.521.369329692330

58、.7966.1932 21d04031595855-1.694 582617.831.019940498414.631217.0248 22d04021593122-1.694 375738.130.662537334306.483241.6416 23d04011803431.5-1.694 38327.940.672572035352.561275.7809 24gps04169624.3-1.694 273830.550.482440742336.91298.4568 25d0215222924.5-1.694 694753.351.218207587284.04698.0892 26d

59、02141873318.3-1.694 77219.961.350060452391.74885.7723 27d02131493537.3-1.694 465645.560.819362092277.034189.1276 28d02121922456.8-1.694 592140.671.03605008296.362151.0328 29d02111672635.8-1.694 464814.770.816885719322.044220.4375 30d02102021649.5-1.694 6952.581.205744134546.82195.2137 31d02081975841

60、.3-1.694 87342.191.519513637342.38517.5507 32d02071555114-1.694 625454.491.098076282397.496180.9838 33d0206161557-1.694 444959.800.782488299254.298180.3383 34d02052185739.5-1.694 834737.601.462477329748.82780.9537 35d02031624048.5-1.694 662824.411.160180513677.738270.5354 36d02011892458-1.694 755320