扬州市文昌西路改造工程导线平差计算表

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日期：
备注
401.2ຫໍສະໝຸດ Baidu7
1625.703
导 线 测 量 平 差 计算 表
点号 ° WX11 WX10 179 32 7.5 ZD1 181 25 24 58 2.8 45 24 57 58 41 7.8 42 56 15 36 32 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 -0.152 179 181 191 163 199 122 278 161 133 205 171 166 147 195 104 32 25 32 7 57 21 4 50 29 5 57 15 24 33 20 7.348 78 23.848 79 WX9 191 32 ZD2 ZD3 ZD4 163 7 57.348 91 2.598 74 199 57 122 21 4 44.848 94 24.098 36 WX8 278 ZD5 56.848 134 161 50 57.598 116 WX7 133 29 ZD6 ZD7 ZD8 ZD9 205 5 41.098 69 7.598 95 171 57 166 15 147 24 41.848 87 55.848 73 14.598 40 ZD10 195 33 WX6 104 20 WX5 2595 411 506 2595 411 503.7 1999.035 401.245 1625.7 1、fβ =∑f β 测 -∑f β 理 fβ =2.28″fβ 允=± 10√n=± 38.7″ 2 2 2 2 2、fD=√fX +fY =√((0.002) +(0.004) )=0.004 相对闭合差K=fD/∑D=0.004/1999.035＜1/17000 3、符合一级导线要求 0.002 0.004 401.247 1625.704 36.098 56 32.098 340 15 36 53 25 74.415 135.504 41.327 61.884 0.0001 0.0001 0.0003 41.327 127.816 61.884 -44.994 3584537.815 3584665.630 435606.069 435606.076 127.816 -44.994 0.0001 42 17 115.235 87.358 75.152 0.0001 0.0002 87.358 75.152 3584496.487 435589.187 18 2 67.579 19.419 64.729 0.0001 0.0001 19.419 64.729 3584409.129 435514.034 2 6 65.674 3.397 65.586 0.0001 0.0001 3.397 65.586 3584389.710 435449.305 4 24 45.406 -4.015 45.228 0.0000 0.0001 -4.015 45.228 3584386.313 435383.719 59 17 35.915 12.291 33.746 0.0000 0.0001 12.291 33.746 3584390.327 435338.491 29 36 135.131 -60.281 120.941 0.0001 0.0003 -60.281 120.941 3584378.036 435304.745 38 38 135.661 -95.329 96.521 0.0001 0.0003 -95.329 96.521 3584438.317 435183.804 33 41 159.134 127.819 94.794 0.0002 0.0003 127.819 94.794 3584533.646 435087.282 12 17 146.397 -10.734 146.003 0.0001 0.0003 -10.734 146.003 3584405.827 434992.488 14 32 150.314 40.821 144.665 0.0002 0.0003 40.821 144.665 3584416.561 434846.485 7 30 142.707 -2.802 142.679 0.0001 0.0003 -2.802 142.679 3584375.740 434701.819 34 32 285.877 51.726 281.158 0.0003 0.0006 51.726 281.159 3584378.542 434559.140 9 8 304.086 62.432 297.608 0.0003 0.0006 62.432 297.609 3584326.815 434277.982 观测角 ′ ″
修正值
改正后角值 ° ′ ″ ° 78
方位角 ′ 37 ″ 1
边长 m
改正前坐标增量 Δ X(m) Δ Y(m)
修正值 m
改正后坐标增量 Δ X(m) Δ Y(m) X(m)
坐标 Y(m) 433411.017 433980.373
″
3584149.757 3584264.383
辅 助 计 算
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