导线坐标计算表

1、导线坐标计算表班级 浦交通1303 组别 第二大组第一小组 计算者 潘阳阳 校核者 施佳佳点号角度观测值改正后的角度方位角水平距离坐标增量改正之后增量坐标 米±x±y±x±yxyA(左角)1043750B +822550452255053150989.17116543.771502843111.88 -3-97.88 +255.40-97.9155.421 +817847091784717150891.26116599.191491600103.28 -3-88.52 +253.79-88.5553.812 +818048271801835150802.

2、71116653.001500435111.85 -3-96.86 +255.93-96.8955.953 +818156541815702150705.82116708.951520137120.49 -2-106.93 +256.57-106.9556.594 +816556451655653150598.87116765.54137583094.67 -3-73.79 +163.34-73.8263.355 +815159211515929150525.05116828.89109575986.06 -3-32.82 +280.87-32.8580.896 +89727219727291

3、50492.20116909.7827252866.16 -358.43 +230.5558.4030.57C +826126482612656150550.60116940.351085224D辅助计算终=始+-n×180°=108°5120f=终-终=-64f容=40=113ff容 （合格）=694.39mfx=x-（x终-x始）=+0.20mfy=y-（y终-y始）=-0.13mf=0.238mfx=<（符合要求）略图23456CDBA1导线坐标计算表班级 浦交通1303 组别 第二大组第一小组 计算者 施佳佳 校核者 周如心点号角度观测值改正后的角度

4、方位角水平距离（m）坐标增量改正之后增量坐标±x±y±x±yxyA（左角）108º5224B +7292º839202º846150720.60116540.35131º110101.29 -66.44-0.0175.05-0.005-66.4575.001 +7264º2248264º2255150654.15116615.35215º245106.62-87.02-0.01-61.71-0.005-87.03-61.762 +7156º3730156º37371

5、50567.12116553.59192º142105.49-103.17-0.01-21.93-0.005-103.18-21.983 +7220º0439220º446150463.94116531,51232º628100.74-62.01-0.01-79.87-0.005-62.02-79.924 +7186º4745186º4752150401.92116451.69238º5420109.31-56.28-0.01-93.96-0.005-56.29-94.025 +7149º146149º1

6、413150345.63116357.67208º833106.39-93.84-0.01-50.83-0.005-93.85-50.886 +7198º322198º3228150251.78116393.77121º411109.96-62.60-0.0187.03-0.005-62.6186.96C +7157º5642157º5649150189.17116393.77194º3750D辅助计算终=始+-n×180º=104º3454 D=739.80mfy=y-（y终-y始）=+0.3

7、6m fx=x-（x终-x始）=+0.07mf=终-终=-56 f=fx+fy=0.367mf容=±40n=±113 fx=f/=1/2010<1/2000(符合精度要求)ff容(合格)略图12 3 4导线坐标计算表班级 浦交通1303 组别 第二大组第一小组 计算者 施晓阳 校核者 周如心点号角度观测值改正后的角度方位角水平距离（m）坐标增量改正之后增量坐标±x±y±x±yxyA(左角)108º5224B223º5521+8223º5329150810.62116342.57152º45

8、5394.10-83.84-343.09+0-83.8743.091202º2512+8202º2520150726.75116385.66175º111332.14-43.11-23.77+0-43.133.772119º5215+8119º5223150683.62116389.43115º33657.69-24.38-352.29-1-24.4152.303185º4930+8185º4938150659.21116441.73120º531452.88-27.24-345.33-1-27.2745

9、.344211º2303+8211º2311150631.94116487.07152º182550.48-44.57-323.70-1-44.5423.715184º5657+8184º575150587.40116510.78157º153055.29-50.9-321.60+0-50.9221.606200º1451+8200º1459150536.48116532.38177º3029157.37-157.22 -3 6.86 +0 -157.25 6.86C122º2058+8122&

10、#186;216150379.23116539.24D119º5135 辅助计算终=始+-n×180°=119°5031f=终-终=-64f容=40=113ff容 （合格）=499.95mfx=x-（x终-x始）=+0.20mfy=y-（y终-y始）=0.029mf=0.202mfx=<（符合要求）略图432AB1CC5D 导线坐标计算表班级 浦交通1303 组别 第二大组第一小组 计算者 周如心 校核者 施佳佳点号角度观测值改正后的角度方位角水平距离（m）坐标增量改正之后增量坐标±x±y±x±yxyB193

11、º4815+9193º4824108º522494.26-29.12+689.19+8-29.0689.27150809.67116509.97122º4048 95.33-50.52+679.96+8-50.4680.04150809.67116599.24156º303+956º3012150780.61116679.28358º490109.81109.79+6-2.27+8109.85-2.192190º621+9190º630150840.00116677.09368º553099.2

12、398.26+615.39+898.3215.47358º021+958º030150938.32116692.56246º560120.31-47.14+6-110.69+8-47.08-110.614200º4412+9200º4421150891.24116581.95267º4021108.54-4.41+6-107.91+8-4.35-107.835122º118+9122º127150886.89116474.12209º4148107.06-92.99+6-53.50+8-92.93-53.42650º1015+950º1024150793.96116420.7080º511290.2115.65+689.03+8