△X△Y△X△YXY
1I030158095.915542375.754I030
-2261º26’04.7”
2GP24175.°48'37.0'175º48’35.0”-14-245158012.680541823.128GP24
-2265º37’29.7”697.363-53.1986-695.3309-53.2000-695.3554
3GP23198º05’40.0”198º05’38.0”-9-157157959.480541127.773GP23
-2247º31’51.7”452.277-172.8526-417.9431-172.8535-417.9588
4GPS08134º19’04.5”134º19’02.5”-11-191157786.626540709.814GPS08
-2293º12’49.2”548.246216.0973-503.8607216.0962-503.8798
5GP22199º35’12.0”199º35’10.0”-12-195158002.723540205.934GP22
-2273º37’39.2”560.41635.4578-559.293235.4566-559.3127
6GP21182º01’12.0”182º01’10.0”-13-221158038.179539646.621GP21
-2271º36’29.2”636.81517.8710-636.564217.8697-636.5863
7GP20168º43’54.0”168º43’52.0”-11-166158056.049539010.035GP20
-2282º52’37.2”477.676106.4543-465.6628106.4532-465.6794
8D03176º42’50.8”176º42’48.8”-6-102158162.502538544.356D03
-2286º09’48.4”293.79481.7859-282.180881.7853-282.1910
△X△YXY△X△YXY附 合 导 线 计 算 表点号 观测左角( °′ ″ )改正数( ″) 平距(m)坐标增量(m)改正数(mm)改正后坐标增量(m)平差后坐标(m) 方位角( °′ ″ )D164635.174326906.705D2167°5′51″0.041764325.785326741.825208°3′14.8″D366°36′49.5″0.041763757.215139-568.57-153.95681°45′55.3″374.956326587.869D4307°50′50.7″0.041763810.927326958.965195°9′5.8″589.06-568.58-153.965D5183°25′7″0.041763010.83796-356.33-231.681326504.217D6183°28′32″0.041762654.508326272.536213°1′53.1″425.036-356.34-231.687D7197°19′39.5″0.041761969.7181913-684.79-506.848233°50′4.6″420.198325765.688D8138°47′19.4″0.041761721.761325426.461216°30′25.1″851.981-684.81-506.861D970°0′20.1″0.041761427.49911864.977502.206325360.562D10330°59′27.4″0.041761492.476325862.76882°37′44.2″506.38364.966502.198D11111°45′52″0.041761003.761812-488.72-663.373165°23′3.6″679.995325199.395D12203°38′47″0.041760345.784325370.991233°37′11.6″823.979-488.73-663.385D1320°28′33.5″0.041759713.554325270.51586209°36′46.1″920.318-800.11-454.7622014-247.97-339.2339653.712371.096-800.09-454.74853.704371.09
观测角改正数改正后角值方 位 角边 长β′左V′左β左aD(m)△x△yXY8K+174172°33'21"12391.80723352.5738K+174
+4"
K102-41+4"K102-4182.3421K102-31182.0350195.877
+4"177°32'30"69°39'34"195.8671063.2071181.713
-217.22113K102-21183.4111
K102-3174.2045183°41'15"
+4"14220.381
163°31'19"226.52564.25311270°10'31"159°50'5"
K102-31
11506.73023879.441K102-4-217.20864.264
177.2408坐 标△x△y附合导线平差计算
工程名称：道路测量项目：导线贯通测量
测站测站
8K+102164.2107坐 标 增 量调整后坐标增量值
164°21'11"+4"156°54'32"12209.76823376.3588K+102210.641-193.7651382.61210-193.752K102-195°12'33"72°7.'5"12016.01623458.980205.80963.19512016.016K102-195.1229+4"82.622
+4"12
K102-2270.1027K102-11177.3226
+4"223.822-210.1021377.15811-210.089220.392
12097.72923679.372K102-2112079.22323654.857K102-223458.980K102-11
77.169
K102-3235.03781.699
147.41511880.52023743.63689.30913-244.48089.322174°20'49"157°52'8"11869.13423732.026391.253-362.42723147.39619-362.404182°3.'54"159°56'1"260.296-244.49515+4"182°34'25"162°30'26"313.165-298.68323832.958K102-411994.13315-298.664
△X△YXY△X△YXY
fβ=Σfβ测-Σfβ理fx=-442.94 -(2982585.689-2983028.644)fy=4181.291 -(484941.906-480760.629)
fβ=-7″fx=0.015fy=0.014
fβ允 = ±10√n = ±24″f=√(fx*fx+fy*fy)=0.021
fβ
测量：复核：监理：-547.168605.49-3-2-547.171605.488210.705784.005-3-2210.702784.003
484941.906
GPS22982386.296484851.147111°25′59.84″426.909-156397.385
GPS1273°02′25″1.1672982585.6890-2-156397.383
204°28′26.08″484252.029
GPS1-1145°26′42″1.1672982741.689484544.523145°59′16.6″522.906-433.447292.496GPS1-2193°53′03″1.1672983175.138
-2-2-433.449292.494132°06′12.37″816.095482862.538
D237°08′46″1.1672983722.309483646.54177°03′33.89″2156.69482.972101.915
D1177°53′50″1.1672983511.607-7-6482.9632101.909
74°57′25.13″811.825480934.406
XMB68°31′41″1.1672983028.644480760.629188°31′51.65″JS2984187.123附 合 导 线 计 算 表
点 号 观测左角( °′ ″ )改正数 (″) 方位角( °′ ″ ) 平距(m)坐标增量(m)改正数(mm)改正后坐标增量(m)平差后坐标(m)
