附合导线计算程序(1602)

SJ13 SJ14 SJ15 SJ16 SJ3 SJ4 Σ 辅 助 计 算
161°16′32″ 165°13′44″ 222°01′19″ 149°52′05″ 329°03′26″ 5350°17′53″
.66″ .66″ .66″ .66″ .66″ 19.14″
178°31′44.5″ 159°48′17.1″ 145°02′01.8″ 187°03′21.5″ 156°55′27.1″ 305°58′53.8″
绘制简图
点号 1 SJ1 SJ1-1 SJ1-2 SJ5 SJ5-1 SJ5-2 SJ5-3 SJ2 SJ6 SJ6-1 SJ6-2 SJ6-3 SJ6-4 SJ6-5 SJ6-6 SJ6-7 SJ7 SJ7-1 SJ7-2 SJ7-3 SJ9 SJ9-1 SJ10 SJ11 SJ12
观测角度 （左角） 2 178°16′22″ 181°48′57″ 172°08′21″ 145°22′37″ 232°45′35″ 166°32′03″ 173°59′56″ 187°07′53″ 174°12′48″ 187°00′44″ 192°40′14″ 202°11′24″ 173°17′04″ 171°27′57″ 240°14′04″ 127°25′47″ 177°46′26″ 160°00′50″ 163°53′45″ 202°16′07″ 156°34′34″ 199°49′05″ 197°25′40″ 158°32′34″
点号 14 SJ1
430986.320
431010.994 SJ1-1 431061.992 SJ1-2 431089.192 SJ5 431119.851 SJ5-1 431323.128 SJ5-2 431293.376 SJ5-3 431328.582 431408.525 SJ2 SJ6
431437.267 SJ6-1 431501.225 SJ6-2 431528.608 SJ6-3 431488.623 SJ6-4 431268.556 SJ6-5 431086.918 SJ6-6 430991.407 SJ6-7 430918.923 SJ7 430901.898 SJ7-1 430854.808 SJ7-2 430854.823 SJ7-3 430904.248 SJ9 430878.613 SJ9-1 430944.312 SJ10 430924.557 SJ11 430791.680 SJ12
7.6077 32.1750 262.6686 -21.8163 127.2606 188.1610
0.0190 0.0060 0.0294 0.0114 0.0208 0.5070
7.6268 32.1810 262.6980 -21.8049 127.2814 188.6680
3851211.282 3851123.814 3850748.230 3850571.981 3850273.286 3850501.885
二级导线
31
附合导线近似平差计算表
改正数 坐标方位角 3 .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ .66″ 4 175°40′41.5″ 173°57′04.2″ 175°46′01.8″ 167°54′23.5″ 133°17′01.2″ 186°02′36.8″ 172°34′40.5″ 166°34′37.2″ 173°42′30.8″ 167°55′19.5″ 174°56′04.2″ 187°36′18.8″ 209°47′43.5″ 203°04′48.2″ 194°32′45.8″ 254°46′50.5″ 202°12′38.2″ 199°59′04.8″ 179°59′55.5″ 163°53′41.1″ 186°09′48.8″ 162°44′23.5″ 182°33′29.1″ 199°59′09.8″ 483.672 368.188 146.295 279.214 282.760 272.408 344.282 262.126 305.569 309.909 302.269 442.934 463.418 380.381 75.123 45.047 137.809 176.189 178.128 238.898 221.376 443.254 388.840 -480.9786 -367.1832 -143.0480 -191.4320 -281.1887 -270.1259 -334.8772 -260.5476 -298.8044 -308.6981 -299.6101 -384.3800 -426.3251 -368.1878 -19.7208 -41.7045 -129.5107 -176.1885 -171.1367 -237.5173 -211.4064 -442.8118 -365.4224 0.0188 0.0143 0.0057 0.0109 0.0110 0.0106 0.0134 0.0102 0.0119 0.0121 0.0118 0.0173 0.0181 0.0148 0.0029 0.0018 0.0054 0.0069 0.0069 0.0093 0.0086 0.0173 0.0152 -480.9598 -367.1689 -143.0423 -191.4211 -281.1777 -270.1152 -334.8637 -260.5373 -298.7925 -308.6860 -299.5983 -384.3627 -426.3071 -368.1730 -19.7179 -41.7028 -129.5053 -176.1816 -171.1297 -237.5080 -211.3978 -442.7945 -365.4073 50.9675 27.1757 30.6498 203.2588 -29.7703 35.1891 79.9211 28.7253 63.9377 27.3633 -40.0044 -220.0957 -181.6676 -95.5357 -72.4881 -17.0283 -47.0988 0.0039 49.4130 -25.6498 65.6845 -19.7834 -132.9022 0.0310 0.0236 0.0094 0.0179 0.0181 0.0175 0.0221 0.0168 0.0196 0.0199 0.0194 0.0284 0.0297 0.0244 0.0048 0.0029 0.0088 0.0113 0.0114 0.0153 0.0142 0.0285 0.0250 50.9985 27.1994 30.6592 203.2767 -29.7522 35.2066 79.9432 28.7421 63.9573 27.3832 -39.9850 -220.0672 -181.6379 -95.5113 -72.4832 -17.0254 -47.0900 0.0152 49.4244 -25.6345 65.6987 -19.7550 -132.8772 平距 (m) 5 坐标增量△X（m） 计算值 6 改正值 7 改正后值 8 9 坐标增量△Y（m） 计算值 改正值 10 改正后值 11 坐标值（m） X 12 3858044.575 3857718.083 3857237.123 3856869.954 3856726.912 3856535.491 3856254.313 3855984.198 3855649.334 3855388.797 3855090.004 3854781.318 3854481.720 3854097.357 3853671.050 3853302.877 3853283.159 3853241.457 3853111.951 3852935.770 3852764.640 3852527.132 3852315.734 3851872.940 3851507.532 Y 13
296.360 93.202 458.335 177.601 324.687 7898.269
-296.2623 -87.4716 -375.6014 -176.2557 -298.7079 -7445.1048
0.0115 0.0036 0.0179 0.0069 0.0127 0.3078
-296.2508 -87.4680 -375.5836 -176.2488 -298.6952 -7444.7970
fβ<fβ允=±16√n=±86″ fs=√(fx^2+fy^2)=593.1mm K<K允=1/10000
角度闭合差满足要求 K=fs/ΣD=1/13317 相对闭合差满足要求
Hale Waihona Puke Baidu 绘制简图
430799.306 SJ13 430831.487 SJ14 431094.185 SJ15 431072.381 SJ16 431199.662 430884.810 SJ3 SJ4
Σβ测= 5350°17′53″ ΣΔX测= -7445.1048m ΣΔY测= 188.1610m
fβ=α始＋Σβ测－180n－α终=-19.28″ fx=-7445.1048－(3850273.286－3857718.083)=-307.8mm fy=188.161－(431199.662－431010.994)=-507.0mm