附合导线计算表
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附 合 导 线 计 算 表
点号 H6 6°58′29.9″ T6 GPS5 DX7 DX6 DX5 DX4 GPS2 GPS1 DX3 DX2 DX1 H9 T19 H10 fβ fβ fβ fβ 测量： =Σ fβ 测-Σ fβ 理 =+6.4″ 允 = ±10√n = ±36.056″ >fβ 允，符合一级导线要求 计算： 230°28′07.0″ ##### 57°26′34.9″ ####### 133.060 156°07′56.0″ ##### 33°34′29.9″ ####### 165.320 207°45′23.0″ 1.47 61°19′54.4″ ####### 64.110 149°54′59.0″ 1.76 31°14′55.1″ ####### 156.401 242°25′25.0″ 4.23 93°40′24.4″ ####### -13.173 168°08′01.0″ 2.07 81°48′27.4″ ####### 16.874 181°31′30.0″ 1.35 83°19′58.8″ ####### 17.404 190°11′58.0″ 0.36 93°31′57.1″ ####### -9.540 150°57′54.0″ ##### 64°29′49.9″ 81.103 252°08′54.0″ ##### ############## ####### -79.101 111°05′31.0″ ##### 67°44′10.1″ ####### 65.614 201°51′30.0″ ##### 89°35′36.4″ ####### 169°19′00.0″ ##### 78°54′31.5″ 2544846.768 404545.657 fx=552.930 -(2544818.260-2544265.371) fy=1610.341 -(404400.233-402789.955) fx=0.041 fy=0.063 f=√(fx*fx+fy*fy)=0.075 K=f/Σ D=1/25334<1/15000 符合精度要求 复核： 监理： 日期： 1.035 145.961 1 -6 1.036 145.956 2544818.260 404400.233 160.268 -4 -5 65.610 160.262 2544817.224 404254.277 74.688 -1 -4 -79.102 74.685 2544751.614 404094.015 34.924 73.205 -5 -4 34.920 73.201 2544830.716 404019.331 154.634 -6 -6 -9.546 154.628 2544795.796 403946.130 148.848 -6 -5 17.398 148.843 2544805.342 403791.502 117.184 -5 -5 16.870 117.179 2544787.944 403642.659 205.249 -4 -6 -13.177 205.242 2544771.074 403525.480 94.901 -5 -3 156.396 94.898 2544784.251 403320.238 117.256 -2 -6 64.108 117.250 2544627.855 403225.340 109.738 -3 -6 165.317 109.732 2544563.746 403108.089 208.409 -2 -7 133.058 208.402 2544398.429 402998.357 2544265.371 402789.955 ( 观测左角 °′ ″ ) 改正 方位角 ( °′ ″ ) 数 ( 平距(m) 坐标增量(m) △X △Y 改正数(mm) X Y 改正后坐标增量(m) △X △Y 平差后坐标(m) X Y 2544132.415 402773.689
254Fra Baidu bibliotek265
402790
6.505509259 8.656516204 6.246516204 10.1009838 7.00556713 7.563541667 7.924976852 6.290208333 10.50618056 4.628831019 8.410763889 7.054861111
230°28′07.0″
-1.97879 0.290624 247.2566 133.060 208.409 133.058 208.402 -1.05092 2.39346 198.4212 165.320 109.738 165.317 109.732 1.472441 1.398957 133.6319 64.110 1.7648 2.55549 182.9355 156.401 117.256 94.901 64.108 156.396 117.250 94.898
2544398 402998.4 2544564 403108.1 2544628 403225.3 2544784 403320.2 2544771 403525.5 2544788 403642.7 2544805 403791.5 2544796 403946.1 2544831 404019.3 2544752 404094
4.233918 1.302027 205.6648 -13.173 205.249 -13.177 205.242 2.067156 3.90306 118.3872 16.874 1.351175 3.408651 149.8559 17.404 0.35566 3.472208 154.9223 -9.540 -1.26856 3.897189 81.1034 34.924 -1.19499 2.687383 108.788 -79.101 -3.57073 5.693549 173.1724 65.614 -3.64133 2.822339 -4.96001 3.733061 3.287864 145.9592 1.035 117.184 148.848 154.634 73.205 74.688 160.268 145.961 16.870 17.398 -9.546 34.920 -79.102 65.610 1.036 117.179 148.843 154.628 73.201 74.685 160.262 145.956
点号 H6 6°58′29.9″ T6 GPS5 DX7 DX6 DX5 DX4 GPS2 GPS1 DX3 DX2 DX1 H9 T19 H10 fβ fβ fβ fβ 测量： =Σ fβ 测-Σ fβ 理 =+6.4″ 允 = ±10√n = ±36.056″ >fβ 允，符合一级导线要求 计算： 230°28′07.0″ ##### 57°26′34.9″ ####### 133.060 156°07′56.0″ ##### 33°34′29.9″ ####### 165.320 207°45′23.0″ 1.47 61°19′54.4″ ####### 64.110 149°54′59.0″ 1.76 31°14′55.1″ ####### 156.401 242°25′25.0″ 4.23 93°40′24.4″ ####### -13.173 168°08′01.0″ 2.07 81°48′27.4″ ####### 16.874 181°31′30.0″ 1.35 83°19′58.8″ ####### 17.404 190°11′58.0″ 0.36 93°31′57.1″ ####### -9.540 150°57′54.0″ ##### 64°29′49.9″ 81.103 252°08′54.0″ ##### ############## ####### -79.101 111°05′31.0″ ##### 67°44′10.1″ ####### 65.614 201°51′30.0″ ##### 89°35′36.4″ ####### 169°19′00.0″ ##### 78°54′31.5″ 2544846.768 404545.657 fx=552.930 -(2544818.260-2544265.371) fy=1610.341 -(404400.233-402789.955) fx=0.041 fy=0.063 f=√(fx*fx+fy*fy)=0.075 K=f/Σ D=1/25334<1/15000 符合精度要求 复核： 监理： 日期： 1.035 145.961 1 -6 1.036 145.956 2544818.260 404400.233 160.268 -4 -5 65.610 160.262 2544817.224 404254.277 74.688 -1 -4 -79.102 74.685 2544751.614 404094.015 34.924 73.205 -5 -4 34.920 73.201 2544830.716 404019.331 154.634 -6 -6 -9.546 154.628 2544795.796 403946.130 148.848 -6 -5 17.398 148.843 2544805.342 403791.502 117.184 -5 -5 16.870 117.179 2544787.944 403642.659 205.249 -4 -6 -13.177 205.242 2544771.074 403525.480 94.901 -5 -3 156.396 94.898 2544784.251 403320.238 117.256 -2 -6 64.108 117.250 2544627.855 403225.340 109.738 -3 -6 165.317 109.732 2544563.746 403108.089 208.409 -2 -7 133.058 208.402 2544398.429 402998.357 2544265.371 402789.955 ( 观测左角 °′ ″ ) 改正 方位角 ( °′ ″ ) 数 ( 平距(m) 坐标增量(m) △X △Y 改正数(mm) X Y 改正后坐标增量(m) △X △Y 平差后坐标(m) X Y 2544132.415 402773.689
254Fra Baidu bibliotek265
402790
6.505509259 8.656516204 6.246516204 10.1009838 7.00556713 7.563541667 7.924976852 6.290208333 10.50618056 4.628831019 8.410763889 7.054861111
230°28′07.0″
-1.97879 0.290624 247.2566 133.060 208.409 133.058 208.402 -1.05092 2.39346 198.4212 165.320 109.738 165.317 109.732 1.472441 1.398957 133.6319 64.110 1.7648 2.55549 182.9355 156.401 117.256 94.901 64.108 156.396 117.250 94.898
2544398 402998.4 2544564 403108.1 2544628 403225.3 2544784 403320.2 2544771 403525.5 2544788 403642.7 2544805 403791.5 2544796 403946.1 2544831 404019.3 2544752 404094
4.233918 1.302027 205.6648 -13.173 205.249 -13.177 205.242 2.067156 3.90306 118.3872 16.874 1.351175 3.408651 149.8559 17.404 0.35566 3.472208 154.9223 -9.540 -1.26856 3.897189 81.1034 34.924 -1.19499 2.687383 108.788 -79.101 -3.57073 5.693549 173.1724 65.614 -3.64133 2.822339 -4.96001 3.733061 3.287864 145.9592 1.035 117.184 148.848 154.634 73.205 74.688 160.268 145.961 16.870 17.398 -9.546 34.920 -79.102 65.610 1.036 117.179 148.843 154.628 73.201 74.685 160.262 145.956