°′″
°
′″1.7
1.63.33.1
2.21.74.34.64.94.75.1948.694
58
3801.683873309
4.856702508
85.47372.4291281.596306262
3.275928715
1262.210172496
1871781119216.071117.032741104.8030.108015527
1.722178438
290272方位角弧度推算边长
698401347142闭合导线坐标计算表
点号转折角转折角弧度方位角M3-4I07
M3-1M3-2I08M3-3 2.615293466
5.7937562
3.115077232
17227617012846964148504.755755564
4.610266865
4.336036855
3.015720478
4.821215107
2.98074117
2.236687918
24M4-11495039M4-31954240M4-23315723
4322
M4-419477M3-7I07
M3-61735813
200253
3.415822664
3.388028296
3.03205385
3.507617287
271292
962482642785957
28268163250
431155663.734104.32668.3277.84106.22278.09670.43
∑D
4.747163705
5.113188338
52 4.41960515
角度闭合差
1424
ΔX ΔY
ΔX ΔY
X
Y
0.0345
0.0449
f D/f 0.0566*******
588818.64844076378.8874076306.49104.7689-17.6487-2.6732588807.1968588809.11334076269.0934076466.274076463.593588574.9027588713.88451.92-11.4476-84.7029-72.3945
51.1445点号
坐标增量坐标
214.830523.2957115.6916算表
改正后坐标增量
214.830523.2957
-17.653115.6861
-72.3971104.7639
-11.4516
1.916572
-2.67701-84.706I07
I07
I08
M1
M2
M4.3
M4.4
M6
M7
M3
M4
M4.1
M4.2
27.4786-38.0298-11.7717-25.1097-7.935415.27612.7152fx -78.0488-64.8484103.6597-63.5384-77.4345-105.118Fx
fy -38.0321-11.7755-25.1122-7.9382315.272242.7123651.14148
103.6548
-63.5416
-77.4382
27.476044076268.4584076238.9044076256.6824076241.6174076231.57Fy
-105.123
-78.0525
-64.8517
588963.9096588717.80694076269.0934076223.6324076483.923588598.1984588900.3679588639.7544588860.2548588822.9298588574.9027