附合导线坐标计算表(公式)111

1、附附 合合 导导 线线 坐坐 标标 计计 算算表表附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标日期：2003.08.01 工程名称：靖王高速公路JW4标序号测站右角观测值()改正后右角()坐标方位角()边长(m)坐标增量改正后坐标增量坐标测站序号测站XYXYXY1I030158095.915542375.754I03017”2GP24175.4837.0 1754835.0”-14-245158012.680541823.128GP242GP24-22653729.7” 697.363-53.1986-695.3309-53.2

2、000-695.35543GP231980540.0” 1980538.0”-9-157157959.480541127.773GP233GP23-22473151.7” 452.277 -172.8526-417.9431-172.8535-417.95884 GPS081341904.5” 1341902.5”-11-191157786.626540709.814GPS084 GPS08-22931249.2” 548.246216.0973-503.8607216.0962-503.87985GP221993512.0” 1993510.0”-12-195158002.723540205

3、.934GP225GP22-22733739.2” 560.41635.4578-559.293235.4566-559.31276GP211820112.0” 1820110.0”-13-221158038.179539646.621GP216GP21-22713629.2” 636.81517.8710-636.564217.8697-636.58637GP201684354.0” 1684352.0”-11-166158056.049539010.035GP207GP20-22825237.2” 477.676106.4543-465.6628106.4532-465.67948D031

4、764250.8” 1764248.8”-6-102158162.502538544.356D038D03-22860948.4” 293.79481.7859-282.180881.7853-282.19109D042252358.0” 2252356.0”-4-65158244.288538262.165D049D04-22404552.4” 187.088-91.3737-163.2568-91.3741-163.263310GP181162946.3” 1162944.3”-9-144158152.913538098.901GP1810GP18-23041608.1” 414.9632

5、33.6565-342.9270233.6556-342.941411GP171973818.8” 1973816.8”-10-170158386.569537755.960GP1711GP172863751.3” 489.132139.9922-468.6708139.9912-468.687812GP16158526.560537287.272GP1612GP16制表：复核：第 1 页 共 5 页制表：附附 合合 导导 线线 坐坐 标标 计计 算算表表附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标日期：2003.08.01 工程名称：靖王高速公路JW4标

6、序号测站右角观测值改正后右角坐标方位角边长坐标增量改正后坐标增量坐标测站序号测站XYXYXY-22863751.3”12GP162034155.5” 2034153.5”-7-122158526.560537287.272GP1612GP16-22625557.8” 345.725-42.5362-343.0983-42.5369-343.110513GP151432931.0” 1432929.0”-6-105158484.023536944.162GP1513GP15-1.72992628.8” 301.547148.2200-262.6051148.2194-262.615614GP14

7、2113419.0” 2113417.3”-10-163158632.243536681.546GP1414GP14-12675211.5” 467.165-17.3642-466.8422-17.3652-466.858515GP131711902.5” 1711901.5”-13-201158614.878536214.688GP1315GP13-12763310.0” 587.31867.0238-583.481167.0225-583.501516 GPS111953254.5” 1953253.5”158681.900535631.186 GPS1116 GPS112610016.5

8、”17 GPS12158580.885534993.072 GPS1217 GPS12-135-2250 27002615.9”6459.525669.2335 -6191.7170669.2200-6191.9420检算：f=2612604.7”+15180-27002615.9”-2610016.5”=-27.7”x=669.220, y=-6191.942,fx=0.0135, fy=0.2250f=1015 =38.7”f=(fx2+fy2) =0.2254ff(合格)K=0.2254/6459.525=1/286581/15000 (合格)制表：复核：第 2 页 共 5 页制表：附附

9、 合合 导导 线线 坐坐 标标 计计 算算表表附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标日期：2003.08.01 工程名称：靖王高速公路JW4标序号测站右角观测值改正后右角坐标方位角边长坐标增量改正后坐标增量坐标测站序号测站XYXYXY1 GPS11158681.900535631.186 GPS111 GPS11-12610016.5”2 GPS121894241.5” 1894240.5”-112-20158580.885534993.072 GPS122 GPS12-12511736.0” 527.361-169.1369-499.5021-16

10、9.1481-499.50413GP121834151.8” 1834150.8”-129-23158411.737534493.568GP123GP12-12473545.2” 607.797-231.6538-561.9197-231.6667-561.92204GP111894335.8” 1894334.8”-127-22158180.070533931.646GP114GP11-12375210.4” 596.495-317.2450-505.1355-317.2577-505.13775I0391753830.0” 1753829.0”-95-17157862.813533426.

11、508I03954” 447.438-208.4845-395.8977-208.4940-395.89946I0401643222.5” 1643221.5”-118-20157654.319533030.609I04069” 555.020-118.3415-542.2568-118.3533-542.25887D051802346.0” 1802345.0”-95-17157535.965532488.350D057D05-12571734.9” 447.980-98.5399-437.0080-98.5494-437.00978G

12、P101772617.5” 1772616.5”-176-31157437.416532051.340GP108GP10-12595118.4” 830.742-146.3252-817.7538-146.3428-817.75699GP091840119.8” 1840118.8”-133-23157291.073531233.583GP099GP09-12554959.6” 628.926-153.9266-609.7987-153.9399-609.801010D071810404.5” 1810403.5”-57-10157137.133530623.782D0710D07-12544

13、556.1” 269.666-70.8598-260.1896-70.8655-260.190611D081571232.5” 1571231.5”-64-11157066.268530363.592D0811D082773324.6” 299.58839.3987-296.986039.3923-296.987112D09157105.660530066.605D0912D09制表：复核：第 3 页 共 5 页制表：附附 合合 导导 线线 坐坐 标标 计计 算算表表附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标日期：2003.08.01 工程名称：靖王高速

14、公路JW4标序号测站右角观测值改正后右角坐标方位角边长坐标增量改正后坐标增量坐标测站序号测站XYXYXY-12773324.6”12D091925029.0” 1925028.0”-53-9157105.660530066.605D0912D09-12644256.6” 250.144-23.0377-249.0809-23.0430-249.081813GP081920634.5” 1920633.5”-94-17157082.617529817.523GP0813GP08-12523623.1” 442.517-132.2833-422.2824-132.2927-422.284114GP

15、071645717.5” 1645716.5”-134-24156950.324529395.239GP0714GP07-12673906.6” 631.462-25.8721-630.9318-25.8855-630.934215GP062762116.5” 2762115.5”-49-7156924.439528764.305GP0615GP06-11711751.5” 231.821-229.152135.0753-229.157035.074616GP05633403.5”633402.5”-78-14156695.282528799.379GP0516GP05-12874348.6”

16、 366.921111.7401-349.4927111.7323-349.494117D101982553.3” 1982552.3”-49-9156807.014528449.885D1017D10-12691756.3” 232.067-2.8393-232.0496-2.8442-232.050518D112012607.3” 2012606.3”-79-14156804 .170528217.835D1118D11-12475150.0” 374.274-141.0295-346.6868-141.0374-346.688219D121852338.3” 1852337.3”-70-

17、12156663.132527871.146D1219D12-12422812.7” 331.137-153.0548-293.6425-153.0618-293.643720GP031664340.8” 1664339.8”-123-22156510.071527577.503GP0320GP03-12554432.9” 579.619-142.7489-561.7659-142.7612-561.768121GP021763216.8” 1763215.8”-114-20156367.309527015.745GP0221GP02-12591217.1” 534.631-100.1363-

18、525.1695-100.1477-525.171522GP011984353.8” 1984352.8”-46-8156267.162526490.563GP0122GP012402824.3” 214.798-105.8583-186.9016-105.8629-186.902423D13156161.299526303.661D1323D13制表：复核：第 4 页 共 5 页制表：附附 合合 导导 线线 坐坐 标标 计计 算算表表附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标日期：2003.08.01 工程名称：靖王高速公路JW4标序号测站右角观测值改

19、正后右角坐标方位角边长坐标增量改正后坐标增量坐标测站序号测站XYXYXY-0.72402824.3”23D131961515.8” 1961515.1”-57-11156161.299526303.661D1323D1302241309.2” 263.063-188.5311-183.4616-188.5368-183.462724 GPS141514135.5” 1514135.5”155972.762526120.198 GPS1424 GPS142523133.7”25 GPS15155830.353525667.818 GPS1525 GPS15-2052-361 41482904.5

20、”41482842.8”9663.467 -2607.9178 -8872.8379 -2608.1230-8872.8740检算：f=2610016.5”+23180-41482904.5”-2523133.7”=-21.7”x=-2608.1230, y=-8872.8740,fx=0.2052, fy=0.0361f=1023 =48.0”f=(fx2+fy2) =0.2084ff(合格)K=0.2084/9663.467=1/463691/15000 (合格)制表：复核：第 5 页 共 5 页制表：日期：2003.08.01右角观测值()改正后右角()坐标方位角()边长(m)坐标增量改

21、正后坐标增量坐标测站XYXYXY158095.915542375.7547”175.4837.0 1754835.0”-14-245158012.680541823.128GP24-22653729.7” 697.363-53.1986-695.3309-53.2000-695.35541980540.0” 1980538.0”-9-157157959.480541127.773GP23-22473151.7” 452.277 -172.8526-417.9431-172.8535-417.95881341904.5” 1341902.5”-11-191157786

22、.626540709.814GPS08-22931249.2” 548.246216.0973-503.8607216.0962-503.87981993512.0” 1993510.0”-12-195158002.723540205.934GP22-22733739.2” 560.41635.4578-559.293235.4566-559.31271820112.0” 1820110.0”-13-221158038.179539646.621GP21-22713629.2” 636.81517.8710-636.564217.8697-636.58631684354.0” 1684352.

23、0”-11-166158056.049539010.035GP20-22825237.2” 477.676106.4543-465.6628106.4532-465.67941764250.8” 1764248.8”-6-102158162.502538544.356D03-22860948.4” 293.79481.7859-282.180881.7853-282.19102252358.0” 2252356.0”-4-65158244.288538262.165D04-22404552.4” 187.088-91.3737-163.2568-91.3741-163.26331162946.

24、3” 1162944.3”-9-144158152.913538098.901GP18-23041608.1” 414.963233.6565-342.9270233.6556-342.94141973818.8” 1973816.8”-10-170158386.569537755.960GP172863751.3” 489.132139.9922-468.6708139.9912-468.6878158526.560537287.272GP16复核：第 1 页 共 5 页附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标日期：2003.08.01右角观测值改正

25、后右角坐标方位角边长坐标增量改正后坐标增量坐标测站XYXYXY-22863751.3”2034155.5” 2034153.5”-7-122158526.560537287.272GP16-22625557.8” 345.725-42.5362-343.0983-42.5369-343.11051432931.0” 1432929.0”-6-105158484.023536944.162GP15-1.72992628.8” 301.547148.2200-262.6051148.2194-262.61562113419.0” 2113417.3”-10-163158632.243536681.

26、546GP14-12675211.5” 467.165-17.3642-466.8422-17.3652-466.85851711902.5” 1711901.5”-13-201158614.878536214.688GP13-12763310.0” 587.31867.0238-583.481167.0225-583.50151953254.5” 1953253.5”158681.900535631.186 GPS112610016.5”158580.885534993.072 GPS12-135-225027002615.9”6459.525669.2335 -6191.7170669.2

27、200-6191.9420检算：f=2612604.7”+15180-27002615.9”-2610016.5”=-27.7”x=669.220, y=-6191.942,fx=0.0135, fy=0.2250f=1015 =38.7”f=(fx2+fy2) =0.2254ff(合格)K=0.2254/6459.525=1/286581/15000 (合格)复核：第 2 页 共 5 页附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标日期：2003.08.01右角观测值改正后右角坐标方位角边长坐标增量改正后坐标增量坐标测站XYXYXY158681.90053

28、5631.186 GPS11-12610016.5”1894241.5” 1894240.5”-112-20158580.885534993.072 GPS12-12511736.0” 527.361-169.1369-499.5021-169.1481-499.50411834151.8” 1834150.8”-129-23158411.737534493.568GP12-12473545.2” 607.797-231.6538-561.9197-231.6667-561.92201894335.8” 1894334.8”-127-22158180.070533931.646GP11-123

29、75210.4” 596.495-317.2450-505.1355-317.2577-5050” 1753829.0”-95-17157862.813533426.5084” 447.438-208.4845-395.8977-208.4940-395.89941643222.5” 1643221.5”-118-20157654.319533030.6099” 555.020-118.3415-542.2568-118.3533-542.25881802346.0” 1802345.0”-95-17157535

30、.965532488.350D05-12571734.9” 447.980-98.5399-437.0080-98.5494-437.00971772617.5” 1772616.5”-176-31157437.416532051.340GP10-12595118.4” 830.742-146.3252-817.7538-146.3428-817.75691840119.8” 1840118.8”-133-23157291.073531233.583GP09-12554959.6” 628.926-153.9266-609.7987-153.9399-609.80101810404.5” 18

31、10403.5”-57-10157137.133530623.782D07-12544556.1” 269.666-70.8598-260.1896-70.8655-260.19061571232.5” 1571231.5”-64-11157066.268530363.592D082773324.6” 299.58839.3987-296.986039.3923-296.9871157105.660530066.605D09复核：第 3 页 共 5 页附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标日期：2003.08.01右角观测值改正后右角坐标方位角边长坐

32、标增量改正后坐标增量坐标测站XYXYXY-12773324.6”1925029.0” 1925028.0”-53-9157105.660530066.605D09-12644256.6” 250.144-23.0377-249.0809-23.0430-249.08181920634.5” 1920633.5”-94-17157082.617529817.523GP08-12523623.1” 442.517-132.2833-422.2824-132.2927-422.28411645717.5” 1645716.5”-134-24156950.324529395.239GP07-12673

33、906.6” 631.462-25.8721-630.9318-25.8855-630.93422762116.5” 2762115.5”-49-7156924.439528764.305GP06-11711751.5” 231.821-229.152135.0753-229.157035.0746633403.5”633402.5”-78-14156695.282528799.379GP05-12874348.6” 366.921111.7401-349.4927111.7323-349.49411982553.3” 1982552.3”-49-9156807.014528449.885D1

34、0-12691756.3” 232.067-2.8393-232.0496-2.8442-232.05052012607.3” 2012606.3”-79-14156804 .170528217.835D11-12475150.0” 374.274-141.0295-346.6868-141.0374-346.68821852338.3” 1852337.3”-70-12156663.132527871.146D12-12422812.7” 331.137-153.0548-293.6425-153.0618-293.64371664340.8” 1664339.8”-123-22156510

35、.071527577.503GP03-12554432.9” 579.619-142.7489-561.7659-142.7612-561.76811763216.8” 1763215.8”-114-20156367.309527015.745GP02-12591217.1” 534.631-100.1363-525.1695-100.1477-5258” 1984352.8”-46-8156267.162526490.563GP012402824.3” 214.798-105.8583-186.9016-105.8629-186.9024156161.2995263

36、03.661D13复核：第 4 页 共 5 页附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标日期：2003.08.01右角观测值改正后右角坐标方位角边长坐标增量改正后坐标增量坐标测站XYXYXY-0.72402824.3”1961515.8” 1961515.1”-57-11156161.299526303.661D1302241309.2” 263.063-188.5311-183.4616-188.5368-183.46271514135.5” 1514135.5”155972.762526120.198 GPS142523133.7”155830.35

37、3525667.818 GPS15-2052-36141482904.5”41482842.8”9663.467 -2607.9178 -8872.8379 -2608.1230-8872.8740检算：f=2610016.5”+23180-41482904.5”-2523133.7”=-21.7”x=-2608.1230, y=-8872.8740,fx=0.2052, fy=0.0361f=1023 =48.0”f=(fx2+fy2) =0.2084ff(合格)K=0.2084/9663.467=1/463691/15000 (合格)复核：第 5 页 共 5 页附附 合合 导导 线线 坐坐

38、 标标 计计 算算表表 工程名称：靖王高速公路JW4标附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标序号测站右角观测值()改正后右角()坐标方位角()边长(m)坐标增量改正后坐标增量XYX17”2GP24175.4837.0 1754835.0”-14-245-22653729.7” 697.363-53.1986-695.3309-53.20003GP231980540.0” 1980538.0”-9-157-22473151.7” 452.277 -172.8526-417.9431-172.85354 GPS08134190

39、4.5” 1341902.5”-11-191-22931249.2” 548.246216.0973-503.8607216.09625GP221993512.0” 1993510.0”-12-195-22733739.2” 560.41635.4578-559.293235.45666GP211820112.0” 1820110.0”-13-221-22713629.2” 636.81517.8710-636.564217.86977GP201684354.0” 1684352.0”-11-166-22825237.2” 477.676106.4543-465.6628106.45328D0

40、31764250.8” 1764248.8”-6-102-22860948.4” 293.79481.7859-282.180881.78539D042252358.0” 2252356.0”-4-65-22404552.4” 187.088-91.3737-163.2568-91.374110GP181162946.3” 1162944.3”-9-144-23041608.1” 414.963233.6565-342.9270233.655611GP171973818.8” 1973816.8”-10-1702863751.3” 489.132139.9922-468.6708139.991

41、212GP16制表：复核：附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标序号测站右角观测值改正后右角坐标方位角边长坐标增量改正后坐标增量XYX-22863751.3”12GP162034155.5” 2034153.5”-7-122-22625557.8” 345.725-42.5362-343.0983-42.536913GP151432931.0” 1432929.0”-6-105-1.72992628.8” 301.547148.2200-262.6051148.219414GP142113419.0” 2113417.3”-10-163-126752

42、11.5” 467.165-17.3642-466.8422-17.365215GP131711902.5” 1711901.5”-13-201-12763310.0” 587.31867.0238-583.481167.022516 GPS111953254.5” 1953253.5”2610016.5”17 GPS12-135-2250 27002615.9”6459.525669.2335 -6191.7170669.2200检算：f=2612604.7”+15180-27002615.9”-2610016.5”=-27.7”x=669.220, y=-6191.942,fx=0.013

43、5, fy=0.2250f=1015 =38.7”f=(fx2+fy2) =0.2254ff(合格)K=0.2254/6459.525=1/286581/15000 (合格)制表：复核：附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标序号测站右角观测值改正后右角坐标方位角边长坐标增量改正后坐标增量XYX1 GPS11-12610016.5”2 GPS121894241.5” 1894240.5”-112-20-12511736.0” 527.361-169.1369-499.5021-169.14813GP121834151.8” 1834150.8”-129

44、-23-12473545.2” 607.797-231.6538-561.9197-231.66674GP111894335.8” 1894334.8”-127-22-12375210.4” 596.495-317.2450-505.1355-317.25775I0391753830.0” 1753829.0”-95-17-12421341.4” 447.438-208.4845-395.8977-208.49406I0401643222.5” 1643221.5”-118-20-12574119.9” 555.020-118.3415-542.2568-118.35337D051802346

45、.0” 1802345.0”-95-17-12571734.9” 447.980-98.5399-437.0080-98.54948GP101772617.5” 1772616.5”-176-31-12595118.4” 830.742-146.3252-817.7538-146.34289GP091840119.8” 1840118.8”-133-23-12554959.6” 628.926-153.9266-609.7987-153.939910D071810404.5” 1810403.5”-57-10-12544556.1” 269.666-70.8598-260.1896-70.86

46、5511D081571232.5” 1571231.5”-64-112773324.6” 299.58839.3987-296.986039.392312D09制表：复核：附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标序号测站右角观测值改正后右角坐标方位角边长坐标增量改正后坐标增量XYX-12773324.6”12D091925029.0” 1925028.0”-53-9-12644256.6” 250.144-23.0377-249.0809-23.043013GP081920634.5” 1920633.5”-94-17-12523623.1” 442.

47、517-132.2833-422.2824-132.292714GP071645717.5” 1645716.5”-134-24-12673906.6” 631.462-25.8721-630.9318-25.885515GP062762116.5” 2762115.5”-49-7-11711751.5” 231.821-229.152135.0753-229.157016GP05633403.5”633402.5”-78-14-12874348.6” 366.921111.7401-349.4927111.732317D101982553.3” 1982552.3”-49-9-1269175

48、6.3” 232.067-2.8393-232.0496-2.844218D112012607.3” 2012606.3”-79-14-12475150.0” 374.274-141.0295-346.6868-141.037419D121852338.3” 1852337.3”-70-12-12422812.7” 331.137-153.0548-293.6425-153.061820GP031664340.8” 1664339.8”-123-22-12554432.9” 579.619-142.7489-561.7659-142.761221GP021763216.8” 1763215.8

49、”-114-20-12591217.1” 534.631-100.1363-525.1695-100.147722GP011984353.8” 1984352.8”-46-82402824.3” 214.798-105.8583-186.9016-105.862923D13制表：复核：附附 合合 导导 线线 坐坐 标标 计计 算算表表 工程名称：靖王高速公路JW4标序号测站右角观测值改正后右角坐标方位角边长坐标增量改正后坐标增量XYX-0.72402824.3”23D131961515.8” 1961515.1”-57-1102241309.2” 263.063-188.5311-183.46

50、16-188.536824 GPS141514135.5” 1514135.5”2523133.7”25 GPS15-2052-361 41482904.5”41482842.8”9663.467 -2607.9178 -8872.8379 -2608.1230检算：f=2610016.5”+23180-41482904.5”-2523133.7”=-21.7”x=-2608.1230, y=-8872.8740,fx=0.2052, fy=0.0361f=1023 =48.0”f=(fx2+fy2) =0.2084ff(合格)K=0.2084/9663.467=1/463691/15000

51、(合格)制表：复核：日期：2003.08.01坐标测站度度-度分秒YXY158095.915542375.754680541823.128GP241754837.5”1754835.0”-695.3554-2157959.480541127.773GP231980540.0”1980538.0”-417.9588-2157786.626540709.814GPS081341904.5”1341902.5”-503.8798-2158002.723540205.934GP221993512.0”1993510.0”-559.3127-2158038.179539646.

52、621GP211820112.0”1820110.0”-636.5863-2158056.049539010.035GP201684354.0”1684352.0”-465.6794-2158162.502538544.356D031764250.8”1764248.8”-282.1910-2158244.288538262.165D042252358.0”2252356.0”-163.2633-2158152.913538098.901GP181162946.3”1162944.3”-342.9414-2158386.569537755.960GP171973818.8”1973816.8”

53、-468.6878158526.560537287.272GP16第 1 页 共 5 页日期：2003.08.01坐标测站右角观测值改正后右角YXY-2158526.560537287.272GP162034155.5”2034153.5”-343.1105-2158484.023536944.162GP151432931.0”1432929.0”-262.6156-1.7158632.243536681.546GP142113419.0”2113417.3”-466.8585-1158614.878536214.688GP131711902.5”1711901.5”附附 合合 导导 线线 坐

54、坐 标标 计计 算算表表改正后坐标增量附附 合合 导导 线线 坐坐 标标 计计 算算表表改正后坐标增量-583.5015-1158681.900535631.186 GPS111953254.5”1953253.5”158580.885534993.072 GPS12-6191.942027002615.9”检算：f=2612604.7”+15180-27002615.9” -2610016.5”=-27.7”f=1015 =38.7”ff(合格)第 2 页 共 5 页日期：2003.08.01坐标测站右角观测值改正后右角YXY158681.900535631.186 GPS11-115858

55、0.885534993.072 GPS121894241.5”1894240.5”-499.5041-1158411.737534493.568GP121834151.8”1834150.8”-561.9220-1158180.070533931.646GP111894335.8”1894334.8”-505.1377-1157862.813533426.508I0391753830.0”1753829.0”-395.8994-1157654.319533030.609I0401643222.5”1643221.5”-542.2588-1157535.965532488.350D0518023

56、46.0”1802345.0”-437416532051.340GP101772617.5”1772616.5”-817.7569-1157291.073531233.583GP091840119.8”1840118.8”-609.8010-1157137.133530623.782D071810404.5”1810403.5”x=669.220, y=-6191.942,fx=0.0135, fy=0.2250f=(fx2+fy2) =0.2254K=0.2254/6459.525=1/286581/15000 (合格)附附 合合 导导 线线 坐坐 标标 计计 算

57、算表表改正后坐标增量-260.1906-1157066.268530363.592D081571232.5”1571231.5”-296.9871157105.660530066.605D09第 3 页 共 5 页日期：2003.08.01坐标测站右角观测值改正后右角YXY-1157105.660530066.605D091925029.0”1925028.0”-249617529817.523GP081920634.5”1920633.5”-422.2841-1156950.324529395.239GP071645717.5”1645716.5”-630.934

58、2-1156924.439528764.305GP062762116.5”2762115.5”35282528799.379GP05633403.5”633402.5”-349.4941-1156807.014528449.885D101982553.3”1982552.3”-232.170528217.835D112012607.3”2012606.3”-346.6882-1156663.132527871.146D121852338.3”1852337.3”-293.6437-1156510.071527577.503GP031664

59、340.8”1664339.8”-561.7681-1156367.309527015.745GP021763216.8”1763215.8”-525.1715-1156267.162526490.563GP011984353.8”1984352.8”-186.9024156161.299526303.661D13第 4 页 共 5 页附附 合合 导导 线线 坐坐 标标 计计 算算表表改正后坐标增量附附 合合 导导 线线 坐坐 标标 计计 算算表表日期：2003.08.01坐标测站右角观测值改正后右角YXY-0.7156161.299526303.661D131961515.8”1961515

60、.1”-183.46270155972.762526120.198 GPS141514135.5”1514135.5”155830.353525667.818 GPS15-8872.874041482904.5” 41482842.8”检算：f=2610016.5”+23180-41482904.5” -2523133.7”=-21.7”f=1023 =48.0”ff(合格)第 5 页 共 5 页改正后坐标增量x=-2608.1230, y=-8872.8740,fx=0.2052, fy=0.0361f=(fx2+fy2) =0.2084K=0.2084/9663.467=1/463691/