附 合 导 线 坐 标 计 算 表
工程名称：滨堤路二期
观测角(左角)(° ′ ″)2记算：金恒
改坐标方位角正改正角(°′″)α (°′数″)34=2+35304°19′03″233°01′47″213°16′13″181°32′29″170°09′2″181°10′21″179°59′51″179°57′59″180°03′06″179°59′30″193°26′11″245°20′28″181°48′38″176°29′13″186°41′37″210°57′59″71°20′45″11111233°01′48″357°20′51″242.31213°16′14″30°37′05″328.838282.992181°32′29″32°9′34″ZD3ZD4ZD5ZD6ZD7ZD8ZD9ZD10ZD11ZD12ZD13ZD14ZD15170°09′3″22°18′37″288.272266.692181°10′22″23°28′59″220.363202.112179°59′52″23°28′51″178.888164.07523°26′51″150.721138.27523°29′58″150.808138.30123°29′29″155.165142.30536°55′41″104.637102°16′10″133.59104°4′49″180.61583.646-28.389-43.9471.27759.97360.13361.85162.867130.509175.189200.613164.068138.269138.295142.29983.642-28.394-43.947-37.434-72.490-108.05871.27287.810202.10487.804109.434266.681109.427311.383263.608165.742263.596165.734167.481282.979167.473242.05-11.214242.041-11.220测量：距 离D(m)6莫连桂
复核：周虎
日期：
第 1 页，共 6 页
点号1N375N870ZD1ZD2增 量 计 算 值改 正 后 增 量坐 标 值ΔxΔy (m)Δx (m)Δy (m)x (m)Δy (m)(m)7891011122619883.1432620036.3282620278.3692620561.3482620824.9442621091.6252621293.7292621457.79759.96960.12961.84762.864130.506175.184200.608233.25696.5112621596.0662621734.3622621876.6612621960.3032621931.9092621887.9622621850.5292621778.0382621669.980473281.3473056.886473045.666473213.139473378.873473488.300473576.104473647.377473707.346473767.475473829.322473892.186474022.692474197.876474398.484474631.740474728.2511179°58′00″1180°03′07″1179°59′31″1193°26′12″1245°20′29″1181°48′39″1176°29′14″1186°41′38″107°15′41″244.263-72.481233.262210°58′00″1171°20′46″138°13′41″144.881-108.05396.515100°33′63″204.074-37.426附 合 导 线 坐 标 计 算 表
工程名称：滨堤路二期
观测角(左角)(° ′ ″)2271°46′19″162°57′23″177°55′52″256°57′55″198°57′39″记算：金恒
改坐标方位角正改正角(°′″)α (°′数″)34=2+3529°34′27″1271°46′20″121°20′47″1162°57′24″104°18′01″1177°55′53″102°14′04″1256°57′56″179°12′00″1198°57′40″198°9′40″1133°28′40″151°38′20″207.316-182.432ZD22ZD23ZD24ZD25ZD26ZD27ZD28ZD29ZD30194°26′22″172°12′35″138°42′53″181°56′22″246°01′32″145°18′59″175°17′41″205°40′20″221°02′33″1194°26′23″166°4′43″197.261-191.4671172°12′36″158°17′19″298.281138°42′54″117°00′13″363.993-165.271181°56′23″118°56′36″184.763-89.415246°01′32″184°58′08″275.41-274.375-23.8551145°19′00″150°17′08″290.811175°17′42″145°34′50″317.134-261.611205°40′21″171°15′11″1221°02′34″315.9-312.22648.039-312.23848.031179.259-261.622179.251-252.57144.148-252.581144.141-274.385-23.862161.686-89.422161.681324.310-165.283324.301-277.12110.343-277.131110.33547.459-191.47447.45498.481-182.44098.476测量：距 离D(m)664.72794.163118.643164.142238.736224.342莫连桂
复核：周虎
日期：
第 2 页，共 6 页
点号1ZD16ZD17ZD18ZD19ZD20增 量 计 算 值改 正 后 增 量坐 标 值ΔxΔy (m)Δx (m)Δy (m)x (m)Δy (m)(m)78910111256.29431.94656.29231.9442621726.271474760.196-48.984680.419-48.98880.4172621677.283474840.612-29.3053114.967-29.310114.9642621647.974474955.576-34.7837160.414-34.790160.4102621613.184475115.986-238.7133.333-238.7223.3272621374.462475119.313-213.166-69.925-213.175-69.9312621161.287475049.383ZD21133°28′39″2620978.8482620787.3732620510.2422620344.9592620255.5372619981.1522619728.5712619466.9492619154.711475147.858475195.312475305.648475629.949475791.630475767.768475911.909476091.160476139.191附 合 导 线 坐 标 计 算 表
工程名称：滨堤路二期
观测角(左角)(° ′ ″)记算：金恒
测量：
莫连桂
复核：周虎
日期：
第 3 页，共 6 页
点号1ZD30ZD31ZD32ZD33ZD34N074N104改坐标方位角距 离增 量 计 算 值改 正 后 增 量坐 标 值正改正角(°′″)α (°′ΔxDΔy (m)Δx (m)Δy (m)x (m)Δy (m)数(m)(m)″)234=2+3567891011122619154.711476139.191221°02′33″1221°02′34″212°17′45″208.962-176.635-111.646-176.643-111.651221°09′23″165°40′28″172°40′17″183°20′11″199°27′06″1221°09′24″253°27′09″139.555-39.747-133.890165°40′29″239°07′37″362.18-185.848-310.861172°40′17″231°47′54″379.718-234.829-298.3971183°20′12″235°08′06″132.401-75.686-108.6351199°27′07″254°35′13″254°35′13″注：-75.691-108.6382618441.9222618413.4837617.24-1594.122119.037-1594.4062118.844475175.731475072.576红色值应为-133.775-234.842-298.4072618517.614475284.369-185.861-310.8702618752.456475582.776-39.752-133.8942618938.316475893.6462618978.069476027.539总 和6790°15′38″31″-1594.4062118.845fx=∑△X测-(X终-X始)
≡-1594.12-(2618441.992-2620036.328)
α终测=α始-n*180+∑β测≡0.286mα终测=304°19′03″-36*180°+6790°15′38″α终测=254°34′41″fβ=α终测-α终理
fβ=254°34′41″-254°35′12″fY=∑△Y测-(Y终-Y始)fβ=-00°00′31″≡2119.037-(475175.73-473056.886)fβ容=±60√36″=360″≡0.193mfβ＜fβ容
fd=√(fx2+fy2)
fd=0.345m偏差距离
k=fd/∑S=0.345/7617.242=1/22064K容=1/2000K＜K容
第 4 页，共 6 页
点 号13第 5 页，共 6 页
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