10月控制點復測總結報告

巫溪縣縣道X002田壩至紅池壩升級改造工程

紅池壩隧道進出口GPS靜態(tài)測量解算總結報告中冶建工集團巫溪縣縣道X002田壩至紅池壩升級改建工程工程經理部"飛涉巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理在按照初測解算的流程對復測數(shù)據(jù)解算確定了DOOkD002坐標數(shù)值偏差小于±lcm,故以紅池壩出口作為基準向進洞口解算可以得到G019,WX02點位X坐標有小于2cm的偏差。因為GPS靜態(tài)測量高，程值只作為數(shù)據(jù)參考，遂在解算得到平面位置后，利用全站儀對進口點位的高程值進行的檢核。.數(shù)據(jù)處理結合現(xiàn)場實際情況，GO19,WXOhWX02點作為進口端的關鍵點位，利用G019與WXO1點的初測結果進行后方交會，儀器自動解算結果顯示G019點X偏差1.3cm,Y偏差0.8cm；WX01點X偏差0.5cm,Y值偏差0.1cm,反測兩點偏差值近似相同。利用復測解算結果進行后方交會，偏差值均小于Icmo確定G019.WXOkWX02點坐標如下：表4G019、WX01、NX02點坐標值點號XYG0193490534.474499937.318WX013490478.922499783.158WX023490621.028499818.531因為G019點為設計院提供的四等水準點位，現(xiàn)場個點的高程以G019點為基準，利用四等水準測量方法，測得G019與WX01點的高差為23.0884m,初測高程為23.0975%相差9mm,可近似的認為兩點的相對高差未發(fā)生變化，既高程采用初測時的高程值，即119=1981.546、尸1958.449。.復測成果表5坐標成果表點號XYHG0183490564.018499497.9441864.378D0013492772.872499690.8762012.673D0023492706.485499944.2832007.138G0193490534.474499937.3181981.546GD163490516.734498255.2901741.228GD403492947.154499498.7372005.699HCSD3492915.499500191.1272003.659WX013490478.922499783.1581958.449WX023490621.030499818.5271973.5260WX033490371.500498498.9091793.502注：表5中的G018對應的是解算報告中的0018,由于現(xiàn)場輸入的原因，導致點名不一致，但坐標值一致。

巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理4”）上I，Q*"，7紅池壩隧道靜態(tài)測量心6，夕夕“r訂"it"」,■，、,6PS靜態(tài)數(shù)據(jù)觀測記錄表工二篇7/困°q'*，777'"/”▼.，〃第/站觀測H期2夕％”觀測人為梃儀器型號君儀器編號觀測點號儀器高度/"[gM開機時間左關機時間1。：鉆第站觀測日期M%4觀iW人儀器型號叉然詡儀器編號觀測點號儀器高度T1ft(Q(/?(?(/?，”開機時間〃射關機時間/2；*第3站觀到日期觀潴人照施儀器型號矽是T儀器編號S42行，/。2MIg觀測點號儀器高度夕珀“切線弁開機時間關機時間\/2第f站觀測日期2葉2次觀測人為照儀器型號儀器編號S乩必回觀測點號儀器高度止“彳仔3，”介開機時間關機時間/彳”注主要協(xié)調人聯(lián)系國2%［收）r2，1rr?*cz"川'八'〃7，。刈

GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道xoo2改建工程GPS靜態(tài)數(shù)據(jù)處理紅池壩隧道的態(tài)測量GPS靜態(tài)數(shù)據(jù)觀測記錄表第**T站觀測日期可.《彳觀測人斗土及，儀器型號靈掾5g6儀器編號S戡2州川。2用觀測點號0魄儀器高度1耳也K、IKS.IQ開機時間關機時間色：彩第**■站觀測n期M夕.九必觀測人手M以儀器型號衣枕3儀器編號T2仰〃7/。訓7m觀測點號。。島儀磐高度L雙M./.開機時間關機時間(2.7o第3站規(guī);財2m.-f巧、認利人儀器型號「梳6/儀器編號J1?■■?一必"妗〃九,/你的觀測點號7)0。1儀器高度124Sx)/2怒儀呼/兇小開機時間小/幺關機時間/2：勿觀測日期3甲、仔觀測人初好儀器型號歌謠儀器編號t'""夕心也〃力心576M觀測點號力必儀器高度?切i網環(huán)疝/兆法開機時間殳。2關機時間注主要協(xié)調人4位繪聯(lián)系闿燈)

巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理C//飛'；3$】7“必”，？）。7."廣打：門叫。5紅池壩隧道靜態(tài)測.1區(qū)2鈍'9》'1/#?，""N；,小性￡GPS靜木數(shù)據(jù)觀測記錄表笏敢/L9、卬」-k，斗3〃小沖斗訊第1站觀測”期，,/?柏觀測人N)儀器型號&施s噴儀器編號5$行例7/"怦W觀測點號儀器高度聞和?。┙?汕女"）》M，川開機時間，：+。關機時間S”第7站觀測H期例，.觀測人儀器型號?猊對儀器編號5夕4?"〃7/7?兆觀測點號儂?儀倦高度產句:2泠人"M2例爾/。力sS#.*J開機時間關機時間a憐第2觀測日期身f%觀涮人奧y儀器型號g也$%儀器編號5M4bH7)叱*w，N觀測點號儀器高度也〉”回八%必彳％:，?夕加IV）i人”嬴開機時向〃:4關機時間1L13R第f觀測日期1,卜觀測人儀器型號S/儀器編號S物Q”〃>“4,必w觀測點號A憫儀器高度Q）和M'7”卜惟切尼；/""ivK人〃「開機時間關機時間1+注主要協(xié)調人聯(lián)系*M，1o印1匕'm"3M承/H；“般7"

一巫溪縣縣道X002一巫溪縣縣道X002改建工程工程一巫溪縣縣道X002一巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理GPS靜態(tài)數(shù)據(jù)觀測記錄表第站觀測日期叫、U觀測人儀器型號儀器編號SHM2H7/，7i，W5/V觀測點號Vl/Aol儀器高度14-77開機時間下利關機時間小紂第站觀測日期泌f.M觀測人”或自儀器型號赧S8C儀器編號SM乩2Hm“l(fā)+wW觀測點號的儀器高度i4oy開機時間小33關機時間1八4o第站觀測U期“露、斗觀測人好或曬儀器型號靈褥以儀器編號5%4仍"07件的”觀測點號C\oil儀器高度彈開機時間心，關機時間12*第站觀測U期刈1、，、W觀測人坪隙由儀器型號網s網儀器編號S^M2h7?]>Mw6/|/觀測點號HGSD儀器高度|）吟開機時間收。）關機時間4。6注主要協(xié)調人片|吟雕超聯(lián)系脩仇滋汕巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理附件2：GPS靜態(tài)數(shù)據(jù)解算報告工程總結報告目錄1工程屬性坐標系統(tǒng)解算數(shù)據(jù)2觀測文件3基線解算基線成果重復基線檢查同步環(huán)檢查異步環(huán)檢查4平差結果WGS84自由網平差結果二維約束平差結果

巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理1工程屬性工程名稱：紅池壩進出口復測工程單位：中冶建工集團責任人：開始日期：結束日期：描述：坐標系統(tǒng)坐標系名稱：defaultl橢球：國家80橢球長半軸：6378140橢球扁率倒數(shù)：298.257格網文件：投影方法：Guass:中央經線：109:00:00,00000E平均緯度：031:00:00.00000N比例系數(shù)：1投影面高程(m):0北向加常數(shù)(m):

巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理500000500000東向加常數(shù)(m):500000解算數(shù)據(jù)觀測文件總數(shù)：16站點個數(shù)：10形成基線總條數(shù)：24形成重復條數(shù)：3合格:3不合格:0形成同步環(huán)個數(shù)：16合格：16不合格：0形成異步環(huán)個數(shù)：12合格：12不合格：02觀測文件

觀測文件采樣間隔⑹開始時間：結束時間：觀測時長站點名天線高(m)接收機境號：00182711K.19O102019/9/289:40:302019/9/2810:45:3001:05:0000181.5640S8624411710219700182713H.190102019/9/2811:34:102019/9/2812:40:2001:06:1000181.5640S86244117102197D00127239.190102019/9/2911:18:102019/9/2912:20:3001:02:20D0011.3382S86244117102197D00127351.190102019/9/3013:2:502019/9/3014:5:2001:02:30D0011.3864S86244117102197D00227239.19O102019/9/2911:18:102019/9/2912:20:4001:02:30D0021.5129S86244117102805D00227351.19O102019/9/3013:2:402019/9/3014:5:2001:02:40D0021.5219S86244117102805G0192713G.190102019/9/2811:33:402019/9/2812:40:3001:06:50G0191.4828S86462117171714G01927239.19102019/9/292019/9/2901:02:0G0191.4727S864621171717011:18:3012:20:30014GD162711K.190102019/9/289:40:302019/9/2810:45:4001:05:10GD161.4045S86462117170347GD4027351.190102019/9/3013:2:402019/9/3014:5:3001:02:50GD401.5731S86462117170347HCSD27351.190102019/9/3013:2:502019/9/3014:5:4001:02:50HCSD1.2819S86462117171714WX012711K.190102019/9/289:40:102019/9/2810:45:5001:05:40WX011.6804S86244117102805WX012713G.190102019/9/2811:33:502019/9/2812:40:4001:06:50WX011.6794S86244117102805WX022713G.190102019/9/2811:33:502019/9/2812:40:4001:06:50WX021.5159S86462117170347WX0227239.190102019/9/2911:18:402019/9/2912:20:4001:02:00WX021.5570S86462117170347WX032711K.190102019/9/289:40:202019/9/2810:45:4001:05:20WX031.5751S86462117171714巫溪縣縣道X002巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理3.1基線成果

00182713H_0018.zsd-G0192713G_G019.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-452.9576-34.030136.0841455.66515.0093。付19.5981*L1浮動解-452.9968-34.003636.0905455.70266.5093°19Z25.3870"L1固定解3.7-452.9808-33.992836.0948455.68627.40.30.509301995.4964"00182711K_0018.zsd-GD162711K_GD16.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度基姣方位角(dms)GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理GPS靜態(tài)數(shù)據(jù)處理(mm)L1三差解1201.1603328.1211-105.01191249.59085.3267°1757.3421”L1浮動解1201.1361328.4102-104.86981249.63157.7267。1753.4897*L1固定解2.91201.1164328.4269-104.86261249.61649.40.31.4267。1752.5012"00182711K,0018.zsd-WX012711K_WX0l.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-310.182825.0047-23.3644312.06495.4106°05'28.9663"L1浮動解-310.252125.0288-23.3356312.13367.6106o05z17.0239"L1固定解2.9-310.260425.0339-23.3318312.14197.50.51.4106°05,16.2288"00182713H_0018.zsd-WX012713G_WX0l.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-310.160825.0179-23.3527312.04325.1106°05'29.1792"L1浮動解-310.240625.0377-23.3256312.12217.4106。0515.6776"L1固定解50.2-310.259825.0298-23.3378312.14147.10.40.8106°05'18.0642*00182713H_0018.zsd-WX022713G_WX02.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-324.1129-44.1859105.9152343.83075.8079°24,43.5775"L1浮動解-323.7764-44.6719105.6899343.50717.5079°23z20.0976”L1固定解5.6-323.6960-44.5742105.6786343.41519.00.61.5079°23'35.7693”目錄TOC\o"1-5"\h\z一、任務概述1.任務情況1.測區(qū)概況1.測量技術設計依據(jù)1.測區(qū)已有資料成果情況1二、靜態(tài)控制網設計方案1布設網設計遵循原那么：1GPS網精度設計2GPS網形設計2三、外業(yè)實施3.實測主要布設目的3.GPS接收機選項及調度記錄3.觀測主要技術指標3.觀測要求3四、數(shù)據(jù)處理流程4.數(shù)據(jù)預處理4.基線解算4.GPS網平差4五、數(shù)據(jù)解算結果4.誤差橢圓4.同步環(huán)、異步環(huán)解算情況5.當?shù)刈鴺讼迪碌淖鴺酥?六、數(shù)據(jù)分析與處理6.數(shù)據(jù)分析6.數(shù)據(jù)處理7.復測成果7附件1：紅池壩隧道靜態(tài)測量調度原始記錄表附件2：GPS靜態(tài)數(shù)據(jù)解算報告

嗯葉巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理00182711K_0018.zsd-WX032711K_WX03.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解931.2930363.1755-201.05661019.62095.6258°34,26.4130"L1浮動解931.5497363.1299-201.25791019.87898.5258°34,14.1927"L1固定解2.2931.5418363.1012-201.29001019.867810.90.52.0258°34,10.6569"D00127239_D001.zsd-D00227239_D002.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-249.3998-54.1868-59.4989262.06225.4104°09,12.0475”L1浮動解-249.3753-54.1047-59.4657262.01445.7104°09'28.2378”L1固定解6.6-249.3786-54.1095-59.4641262.01826.10.20.3104°09,24.8563"D00127351_D001.zsd-D00227351_D002.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-249.3592-54.0713-59.4703261.99325.6104°09z46.8698"L1浮動解-249.3856-54.1105-59.4675262.02585.7104°09,26.1324"L1固定解13.6-249.3812-54.1078-59.4673262.02105.80.10.3104°09,27.5402"D00127239_D001.zsd-G01927239_G019.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-605.49391001.4141-1924.24242252.14615.717371'35.55or

巫溪縣縣道X002巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理L1浮動解-605.46451001.4733-1924.24762252.16897.2173°1V40.1268”L1固定解20.5-605.48191001.4712-1924.23942252.16569.60.30.5173°11'38.5089"D00127351_D001.zsd-GD4027351_GD40.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解213.3901-29.3842144.8264259.56395.1311o40z55.2739*L1浮動解213.3235-29.2964144.8753259.52666.2311°41z05.86orL1固定解6.0213.2935-29.2915144,8748259.50116.40.20.53H°4V15.5054"D00127351_D001.zsd-HCSD27351_HCSD.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三姓解-446.2827-240.5145116.9092520.27235.1073°34'02.8598”L1浮動解-446.2648-240.6554116.8672520.31276.9073。33,51.9184*L1固定解51.7-446.2223-240.6458116.8620520.27067.30.30.7073°33'47.9728MD00127239_D001.zsd-WX0227239_WX02.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-476.3922991.0343-1854.55822156.03455.7176°04,42.4239"L1浮動解-476.1947990.9014-1854.65622156.01417.2176°04'56.04orL1固定解3.4-476.2044990.8842-1854.64982156.00289.00.71.2176°04'54.5615"D00227239_D002.zsd-G01927239_G019.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度基線方位角(dms)GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程

GPS靜態(tài)數(shù)據(jù)處理(mm)L1三差解-356.13311055.5604-1864.77262172.19145.6179°39'34.6512"L1浮動解-356.08841055.5840-1864.77852172.20067.2179°39'39.3945*L1固定解3.1-356.10581055.5834-1864.77252172.19808.30.20.4179°39/37.8204"D00227351_D002.zsd-GD4027351_GD40.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解462.668524.8465204.3450506.39555.5297°51z08.2157"L1浮動解462.710124.8168204.3444506.43187.4297°51,10.0917"L1固定解5.1462.675524.8153204.3420506.39917.70.20.5297°51,13.9512"D00227351_D002.zsd-HCSD27351_HCSD.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-196.8336-186.4928176.3610323.45975.1049°13'01.3550"L1浮動解-196.8680-186.5405176,3311323.49196.2049。1324.952VL1固定解99.0-196.8406-186.5408176.3296323.47467.20.30.60499*12.5978”D00227239_D002.zsd-WX0227239_WX02.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-226.72051045.3295-1795.14942089.65965.4182°55,59.0317"L1浮動解-226.79101045.0335-1795.19262089.55646.9182°55'43.5483"L1固定解51.1-226.82891044.9957-1795.18272089.53308.60.50.8182°55,38.9199”嗯葉巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理G0192713G_G019.zsd-WX012713G_WXOl.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解142.741259.0784-59.4119165.51465.5249°39,54.8375*L1浮動解142.726059.0237-59.4334165.48978.1249°39'48.3500"L1固定解2.2142.720359.0217-59.4316165.483419.70.40.4249°39,47.6101*G0192713G_G019.zsd-WX022713G_WXO2.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解129,1275-10.261069.6757147.08475.6305°31'48.8754"L1浮動解129.2833-10.535269.5937147.20208.3305。32,45.5752"L1固定解2.8129.2817-10.580269.5868147.200612.90.30.5305°33,17.1472"G01927239_G019.zsd-WX0227239_WXO2.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解129.0956-10.246569.8014147.11526.3305°33'57.1750”L1浮動解129.2667-10.591369.5967147.19297.9305°33,44.8058"L1固定解2.2129.2798-10.584569.5888147.20028.00.50.9305°33'23.7884*GD162711K_GD16.zsd-WX012711K_WXOl.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-1511.4634-303.343981.53751543.75765.2090°53'43.6611*

巫溪縣縣道X002巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理L1浮動解-1511.3835-303.398181.52181543.68927.7090°53'40.2025"L1固定解99.0-1511.3763-303.395181.52801543.68187.80.51.1090°53'39.5537”GD162711K_GD16.zsd-WX032711K_WXO3.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-269.689134.6471-96.2995288.45495.5120°14z54.0014*L1浮動解-269.543534.6911-96.4170288.36349.0120°16'51.2718"L1固定解3.4-269.574234.6732-96.4290288.39397.50.30.8120°16z42.4368"GD4027351_GD40.zsd-HCSD27351_HCSD.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三姓解-659.4538-211.3951-28.0527693.07595.5092°05,41.8419"L1浮動解-659.5756-211.3469-28.0027693.17508.0092°05,41.0931*L1固定解8.9-659.5162-211.3544-28.0133693.12129.00.30.6092°05,40.3988"WX012713G_WX01.zsd-WX022713G_WX02.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度(mm)基線方位角(dms)L1三差解-13.8342-69.1881129.2320147.23896.2013°33'10.3993”L1浮動解-13.4293-69.5347129.0294147.187010.5013°26'38.2800”L1固定解2.1-13.4370-69.6007129.0152147.206418.10.91.7013°27'11.0810”WX012711K_WX01.zsd-WX032711K_WX03.zsdRati0DX(m)DY(m)DZ(m)長度(m)RMS(mm)平面精度高程精度基線方位角(dms)GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理(mm)L1三差解1241.5628338.1329-177.76611299.00456.026404V54.1527HL1浮動解1241.8247338.1267-177.89441299.270811.5264°41,47.5873-L1固定解4.51241.8055338.0708-177.95751299.246616.01.23.8264°4V42.4148"3.2重復基線檢查

名稱質量檢青dX(mm)dY(mm)dZ(mm)長度較差(mm)平均邊長(m)長度較差限差(mm)相對誤差基戰(zhàn)RatioRMS(m)DX(m)DY(m)DZ(m)長度(m)0018-WX01合格0.64.1-6.07.3312.141728.31:4278700182711K_0018.zsd-WX012711K_WX01.zsd2.90.0075-310.260425.0339-23.3318312.141900182713H_0018.zsd-WX012713G.WX01.zsd50.20.0071-310.259825.0298-23.3378312.1414D001-D002合格-2.61.7-3.24.5262.019628.31:58681D00127239_D001.zsd-D00227239_D002.zsd6.60.0061-249.3786-54.1095-59.4641262.0182D00127351_D001.zsd-D00227351_D002.zsd13.60.0058-249.3812-54.1078-59.4673262.021G019-WX02(最差)合格1.9-4.2-2.15.1147.200428.31:28900G0192713G_G019.zsd-WX022713G_WX02.zsd2.80.0129129.2817-10.580269.5868147.2006G01927239_G019.zs2.20.008129.279-10.58469.5888147.200GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理d-WX0227239_WX02.zsd8523.3同步環(huán)檢查

名稱質量檢斑WX(mm)WY(mm)WZ(mm)WS(mm)環(huán)總長(m)分量限差(mm)總限差(mm)環(huán)總長相對希度(ppm)基線RatioRMS(m)DX(m)DY(m)DZ(m)長度(m)0018-G019-WX01-1合格-0.7-0.91.01.5933.313.56.01.6200182713H.0018.Zsd-G0192713G_G019.zsd3.70.0074-452.9808-33.992836.0948455.686200182713H_0018.zsd-WX012713G_WXOl.zsd50.20.0071-310.259825.0298-23.3378312.1414G0192713G_G019.zsd-WX012713G_WXOl.zsd2.20.0197142.720359.0217-59.4316165.48340018-G019-WX02-1合格-3.11.23.04.5946.303.56.04.7400182713H_0018.zsd-G0192713G_G019.zsd3.70.0074-452.9808-33.992836.0948455.686200182713H_0018.zsd-WX022713G_WX02.zsd5.60.009-323.696-44.5742105.6786343.4151G0192713G_G019.zsd-WX022713G_WX02.zsd2.80.0129129.2817-10.580269.5868147,2006巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理0018-GD16-WX01-1合格0.6-2.1-2.83.53105.443.56.01.1400182711K_0018.zsd-GD162711K_GD16.zsd2.90.00941201.1164328.4269-104.86261249.616400182711K_0018.zsd-WX012711K_WXOl.zsd2.90.0075-310.260425.0339-23.3318312.1419GD162711K_GD16.zsd-WX012711K_WXOl.zsd990.0078-1511.3763-303.395181.5281543.68180018-GD16-WX03-1合格0.4-1.1-1.72.12557.883.56.00.8000182711K_0018.zsd-GD162711K_GD16.zsd2.90.00941201.1164328.4269-104.86261249.616400182711K_0018.zsd-WX032711K_WX03.zsd2.20.0109931.5418363.1012-201.291019.8678GD162711K_GD16.zsd-WX032711K_WX03.zsd3.40.0075-269.574234.6732-96.429288.39390018-WX01-WX02-1合格-0.83.2-1.23.5802.763.56.04.4200182713H_0018.zsd-WX012713G_WXOl.zsd50.20.0071-310.259825.0298-23.3378312.141400182713H_0018.zsd-WX022713G_WX02.zsd5.60.009-323.696-44.5742105.6786343.4151WX012713G_WX01.zsd-WX022713G_WX02.zsd2.10.0181-13.437-69.6007129.0152147.20640018-WX01-WX03-1合格3.33.50.74.82631.263.56.01.8300182711K_0018.z2.90.0075-310.2625.0339-23.331312.141GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程

GPS靜態(tài)數(shù)據(jù)處理sd-WX012711K_WXOl.zsd048900182711K_0018.zsd-WX032711K_WX03.zsd2.20.0109931.5418363.1012-201.291019.8678WX012711K_WX01.zsd-WX032711K_WX03.zsd4.50.0161241.8055338.0708-177.95751299.2466D001-D002-G019-1合格-2.42.82.84.64686.383.56.10.98D00127239_D001.zsd-D00227239_D002.zsd6.60.0061-249.3786-54.1095-59.4641262.0182D00127239_D001.zsd-G01927239_G019.zsd20.50.0096-605.48191001.4712-1924.23942252.1656D00227239_D002.zsd-G01927239_G019.zsd3.10.0083-356.10581055.5834-1864.77252172.198D001-D002-GD40-1合格0.7-0.9-0.21.21027.923.56.01.17sd-D00227351_D002.zsd13.60.0058-249.3812-54.1078-59.4673262.021D00127351_D001.zsd-GD4027351_GD4O.zsd60.0064213.2935-29.2915144.8748259.5011D00227351_D002.zsd-GD4027351_GD4O.zsd5.10.0077462.675524.8153204.342506.3991D001-D002-HCSD-1合格0.5-2.80.32.81105.773.56.02.56D00127351_D001.zsd-D00227351_D002.zsd13.60.0058-249.3812-54.1078-59.4673262,021D00127351.D001.Zsd-HCSD27351_HCSD.zsd51.70.0073-446.2223-240.6458116.862520.2706GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理D00227351_D002.zsd-HCSD27351_HCSD.zsd990.0072-196.8406-186.5408176.3296323.4746D001-D002-WX02-1合格-3.22.03.14.84507.553.56.11.08D00127239_D001.zsd-D00227239_D002.zsd6.60.0061-249.3786-54.1095-59.4641262.0182D00127239_D001.zsd-WX0227239_WXO2.zsd3.40.009-476.2044990.8842-1854.64982156.0028D00227239_D002.zsd-WX0227239_WXO2.zsd51.10.0086-226.82891044.9957-1795.18272089.533D001-G019-WX02-1合格2.22.5-0.73.44555.373.56.10.74D00127239_D001.zsd-G01927239_G019.zsd20.50.0096-605.48191001.4712-1924.23942252.1656D00127239_D001.zsd-WX0227239_WXO2.zsd3.40.009-476.2044990.8842-1854.64982156.0028G01927239_G019.zsd-WX0227239_WXO2.zsd2.20.008129.2798-10.584569.5888147,2002D001-GD40-HCSD-1合格-0.3-0.1-0.50.61472.893.56.00.40D00127351_D001.zsd-GD4027351_GD4O.zsd60.0064213.2935-29.2915144.8748259.5011D00127351_D001.zsd-HCSD27351_HCSD.zsd51.70.0073-446.2223-240.6458116.862520.2706GD4027351_GD40.zsd-HCSD27351_HCSD.zsd8.90.009-659.5162-211.3544-28.0133693.1212D002-G01合格2.93.3-1.04.54408.933.56.11.02GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程

巫溪縣縣道GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理9-WX02-1D00227239_D002.zsd-G01927239_G019.zsd3.10.0083-356.10581055.5834-1864.77252172.198D00227239_D002.zsd-WX0227239_WXO2.zsd51.10.0086-226.82891044.9957-1795.18272089.533G01927239_G019.zsd-WX0227239_WXO2.zsd2.20.008129.2798-10.584569.5888147,2002D002-GD40-HCSD-1合格-0.11.7-1.02.01522.993.56.01.29D00227351_D002.zsd-GD4027351_GD4O.zsd5.10.0077462.675524.8153204.342506.3991D00227351.D002.Zsd-HCSD27351_HCSD.zsd990.0072-196.8406-186.5408176.3296323.4746GD4027351_GD40.zsd-HCSD27351_HCSD.zsd8.90.009-659.5162-211.3544-28.0133693.1212G019-WX01-WX02-1（最差）合格1.61.2-3.23.8459.893.56.08.22G0192713G_G019.zsd-WX012713G_WXOl.zsd2.20.0197142.720359.0217-59.4316165.4834G0192713G_G019.zsd-WX022713G_WX02.zsd2.80.0129129.2817-10.580269.5868147,2006WX012713G_WX01,zsd-WX022713G_WX02.zsd2.10.0181-13.437-69.6007129.0152147.2064GD16-WX01-WX03-1合格3.42.5-0.44.33131.323.56.01.37GD162711K_GD16.zsd-WX012711K_W990.0078-1511.3763-303.395181.5281543.6818GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理XOl.zsdGD162711K_GD16.zsd-WX032711K_WX03.zsd3.40.0075-269.574234.6732-96.429288.3939WX012711K_WX01,zsd-WX032711K_WX03.zsd4.50.0161241.8055338.0708-177.95751299.24663.4異步環(huán)檢查

名稱質■檢查WX(mm)WY(mm)WZ(mm)WS(mm)環(huán)總長(m)分?限差(mm)息限差(mm)環(huán)總長相對情度(PPm)基線RatioRMS(m)DX(m)DY(m)DZ(m)長度(m)0018-G019-WX01-1合格-0.1-5.0-5.07.1933.3152.090.07.5700182713H_0018.zsd-G0192713G_G019.zsd3.70.0074-452.9808-33.992836.0948455.686200182711K_0018.zsd-WX012711K_WXOl.zsd2.90.0075-310.260425.0339-23.3318312.1419G0192713G_G019.zsd-WX012713G_WXOl.zsd2.20.0197142.720359.0217-59.4316165.48340018-G019-WXO2-1合格-5.0-3.15.17.8946.3052.090.08.2200182713H_0018.zsd-G0192713G_G019.zsd3.70.0074-452.9808-33.992836.0948455.686200182713H_0018.z5.60.009-323.69-44.574105.678343.415GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程

GPS靜態(tài)數(shù)據(jù)處理sd-WX022713G_WX02.zsd6261G01927239_G019.zsd-WX0227239_WXO2.zsd2.20.008129.2798-10.584569.5888147.20020018-GD16-WX01-1合格0.02.03.23.83105.4452.290.51.2200182711K_0018.zsd-GD162711K_GD16.zsd2.90.00941201.1164328.4269-104.86261249.616400182713H_0018.zsd-WX012713G_WXOl.zsd50.20.0071-310.259825.0298-23.3378312.1414GD162711K_GD16.zsd-WX012711K_WXOl.zsd990.0078-1511.3763-303.395181.5281543.68180018-WX01-WX02-1合格-1.47.34.88.9802.7652.090.011.0600182711K_0018.zsd-WX012711K_WXOl.zsd2.90.0075-310.260425.0339-23.3318312.141900182713H_0018.zsd-WX022713G_WX02.zsd5.60.009-323.696-44.5742105.6786343.4151WX012713G_WX01,zsd-WX022713G_WX02.zsd2.10.0181-13.437-69.6007129.0152147.20640018-WX01-WX03-1合格3.9-0.6-5.36.62631.2652.290.32.5000182713H_0018.zsd-WX012713G_WXOl.zsd50.20.0071-310.259825.0298-23.3378312.141400182711K_0018.zsd-WX032711K_WX03.zsd2.20.0109931.5418363.1012-201.291019.8678WX012711K_WX01.zsd-WX032711K_WX03.zsd4.50.0161241.8055338.0708-177.95751299.2466巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理D001-D002-G019-1合格-5.04.5-0.46.74686.3852.691.11.44D00127351_D001.zsd-D00227351_D002.zsd13.60.0058-249.3812-54.1078-59.4673262.021D00127239_D001.zsd-G01927239_G019.zsd20.50.0096■605.48191001.4712-1924.23942252.1656D00227239_D002.zsd-G01927239_G019.zsd3.10.0083-356.10581055.5834-1864.77252172.198D001-D002-GD40-1合格3.3-2.63.15.21027.9252.090.15.09D00127239_D001.zsd-D00227239_D002.zsd6.60.0061-249.3786-54.1095-59.4641262.0182D00127351_D001.zsd-GD4027351_GD4O.zsd60.0064213.2935-29.2915144.8748259.5011D00227351_D002.zsd-GD4027351_GD4O.zsd5.10.0077462.675524.8153204.342506.3991D001-D002-HCSD-1合格3.1-4.53.56.51105.7652.090.15.86D00127239_D001.zsd-D00227239_D002.zsd6.60.0061-249.3786-54.1095-59.4641262.0182D00127351_D001.zsd-HCSD27351_HCSD.zsd51.70.0073-446.2223-240.6458116.862520.2706D00227351_D002.zsd-HCSD27351_HCSD.zsd990.0072-196.8406-186.5408176.3296323.4746D001-D002-WX02-1合格-5.83.7-0.26.94507.5652.591.01.52D00127351_D001.z13.60.0058-249.38-54.107-59.467262.021GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程

GPS靜態(tài)數(shù)據(jù)處理sd-D00227351_D002.zsd1283D00127239_D001.zsd-WX0227239_WXO2.zsd3.40.009-476.2044990.8842-1854.64982156.0028D00227239_D002.zsd-WX0227239_WXO2.zsd51.10.0086-226.82891044.9957-1795.18272089.533D001-G019-WX02-1合格4.16.7-2.88.44555.3752.691.01.84D00127239_D001.zsd-G01927239_G019.zsd20.50.0096-605.48191001.4712-1924.23942252.1656D00127239_D001.zsd-WX0227239_WXO2.zsd3.40.009-476.2044990.8842-1854.64982156.0028G0192713G_G019.zsd-WX022713G_WX02.zsd2.80.0129129.2817-10.580269.5868147.2006D002-G019-WX02-1合格4.97.5-3.19.54408.9352.591.02.14D00227239_D002.zsd-G01927239_G019.zsd3.10.0083-356.10581055.5834-1864.77252172.198D00227239_D002.zsd-WX0227239_WXO2.zsd51.10.0086-226.82891044.9957-1795.18272089.533G0192713G_G019.zsd-WXO22713G_WX02.zsd2.80.0129129.2817-10.580269.5868147.2006G019-WX01-WX02-1（最差）合格3.65.4-5.38.4459.8952.090.018.16G0192713G_G019.zsd-WX012713G_WXOl.zsd2.20.0197142.720359.0217-59.4316165.4834G01927239_G019.zsd-WX0227239_WX2.20.008129.2798-10.584569.5888147,2002GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理O2.zsdWX012713G_WX01,zsd-WX022713G_WX02.zsd2.10.0181-13.437-69.6007129.0152147.20644平差結果4.1WGS84自由網平差結果24241014.9001.00%0.271212.205524.3110-73.1661False2410241014.9001.00%0.271212.205524.3110-73.1661False平差點數(shù)：基線標準差置信度(松弛因子):Tau檢驗顯著水平：單位權中誤差比：x2檢驗值：x2理論范圍：x2檢蛇結果：平差后的基線及標準差

墓線名TauDX(m)DY(m)DZ(m)中誤It(mm)長度(m)相對誤差00182713H_0018.zsd-G0192713G_G019.zsd是-452.9818-33.994336.09483.5455.68741:12876800182711K_0018.zsd-GD162711K_GD16.zsd是1201.1163328.4275-104.86246.51249.61641:19298400182711K_0018.zsd-WX012711K_WX01.zsd是-310.261025.0372-23.32783.7312.14251:84135GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程

GPS靜態(tài)數(shù)據(jù)處理00182713H_0018.zsd-WX012713G_WX01.zsd是-310.259725.0290-23.33983.7312.14151:8413400182713H_0018.zsd-WX022713GWX02.zsd是-323.6923-44.5766105.67434.4343.41061:7892100182711K_0018.zsd-WX032711K_WX03.zsd是931.5410363.1028-201.28847.91019.86731:129143D00127239D001.zsd-D00227239_D002.zsd是-249.3776-54.1101-59.46211.5262.01681:171037D00127351_D001.zsd-D00227351_D002.zsd是-249.3828-54.1067-59.46851.5262.02251:171041D00127239_D001.zsd-G01927239_G019.zsd是-605.47841001.4695-1924.24072.62252.16511:868817D0012735kD001.zsd-GD4027351_GD40.zsd是213.2923-29.2903144.87422.9259.49961:90578D00127351_D001.zsd-HCSD27351_HCSD.zsd是-446.2235-240.6443116.86153.3520.27071:158789D00127239_D001.zsd-WX0227239_WX02.zsd是-476.2033990.8761-1854.64973.52155.99871:623548D00227239_D002.zsd-G01927239_G019.zsd是-356.10571055.5851-1864.77312.52172.19931:876052D00227351_D002.zsd-GD4027351_GD40.zsd是462.676524.8144204.34242.8506.40021:178628D00227351_D002.zsd-HCSD27351_HCSD.zsd是-196.8396-186.5432176.33063.2323.47591:99639D00227239_D002.zsd-WX0227239_WX02.zsd是-226.83211044.9901-1795.18153.42089.52951:620514G0192713G_G019.zsd-WX012713G_WX01.zsd是142.720759.0216-59.43263.3165.48411:50483G0192713G_G019.zsd-WX022713G_WX02.zsd是129.2833-10.580069.58552.9147.20131:51096G01927239_G019.zsd-WX0227239_WX02.zsd是129.2794-10.588469.58962.9147.20051:51096GD162711K_GD16.zsd-WX012711K_WX01.zsd是-1511.3761-303.394581.52906.41543.68161:240563GD162711K_GD16.zsd-WX032711K_WX03.zsd是-269.574534.6730-96.42935.8288.39431:49697GD4027351_GD40.zsd-HCSD27351_HCSD.zsd是-659.5163-211.3542-28.01373.5693.12131:195733WX012713G.WX01.zsd-WX022713G_WX02.zsd是-13.4342-69.5991129.01174.2147.20231:35247WX012711K_WX01.zsd-WX032711K_WX03.zsd是1241.8085338.0726-177.95917.91299.25011:163561巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理墓線名TauTau限差(mm)VDX(mm)VDY(mm)VDZ(mm)中誤差_VDX(mm)中誤差_VDY(mm)中誤差_VDZ(mm)中誤差(mm)00182713H_0018.zsd-G0192713G_G019.zsd是30.0-1.0-1.50.00.92.51.53.000182711K_0018.zsd-GD162711K_GD16.zsd是30.2-0.10.70.21.97.94.49.200182711K_0018.zsd-WX012711K_WXOl.zsd是30.0-0.63.44.02.38.85.510.600182713H_0018.zsd-WX012713G_WXOl.zsd是30.00.0-0.7-2.02.04.53.66.100182713H_0018.zsd-WX022713G_WX02.zsd是30.03.7-2.4-4.32.89.85.511.600182711K_0018.zsd-WX032711K_WX03.zsd是30.2-0.91.61.63.311.56.513.6D00127239_D001.zsd-D00227239_D002.zsd是30.01.1-0.62.00.81.40.91.9D00127351_D001.zsd-D00227351_D002.zsd是30.0-1.51.1-1.20.91.61.12.1D00127239_D001.zsd-G01927239_G019.zsd是30.83.6-1.7-1.31.42.71.43.4D00127351_D001.zsd-GD4027351_GD4O.zsd是30.0-1.21.2-0.61.42.71.53.4D00127351.D001.Zsd-HCSD27351_HCSD.zsd是30.0-1.11.5-0.51.63.52.34.5D00127239_D001.z品30.71.1-8.20.14.19.02.410.2

GPS靜態(tài)數(shù)據(jù)處理巫溪縣縣道X002改建工程工程

GPS靜態(tài)數(shù)據(jù)處理sd-WX0227239_WX02.zsdD00227239_D002.zsd-G01927239_G019.zsd是30.70.11.6-0.60.92.01.02.4D00227351_D002.zsd-GD4027351_GD4O.zsd是30.01.0-0.80.41.22.41.43.0D00227351.D002.Zsd-HCSD27351_HCSD.zsd是30.01.0-2.41.01.23.31.94.0D00227239_D002.zsd-WX0227239_WX02.zsd品30.6-3.2-5.61.22.06.31.66.8G0192713G_G019.zsd-WX012713G_WXOl.zsd是30.00.4-0.1-1.01.52.01.32.8G0192713G_G019.zsd-WX022713G_WX02.zsd是30.01.60.3-1.31.12.81.23.3G01927239_G019.zsd-WX0227239_WX02.zsd是30.0-0.3-4.00.82.16.91.27.3GD162711K_GD16.zsd-WX012711K_WXOl.zsd是30.40.10.61.01.84.64.16.5GD162711K_GD16.zsd-WX032711K_WX03.zsd是30.0-0.3-0.2-0.20.82.40.92.7GD4027351_GD40.zsd-HCSD27351_HCSD.zsd是30.1-0.20.2-0.41.63.01.83.9WX012713G_WX01,zsd-WX022713G_WX02.zsd是30.02.81.6-3.56.411.26.214.3WX012711K.WX01,zsd-WX032711K_WX03.zsd足30.33.01.7-1.76.825.214.029.6GPS靜態(tài)數(shù)據(jù)處理"7才巫溪縣縣道X002改建工程工程.」自由網平差坐標GPS靜態(tài)數(shù)據(jù)處理站點名BLH(m)中誤差中誤差_L(mm)中誤差中誤差(mm)0018031:31:39.50793N108:59:40,99744E1831.59490.00.00.00.0D001031:32:51.20359N108:59:48.30565E1980.19101.31.63.84.3D002031:32:49.04890N108:59:57.91019E1974.66211.21.63.84.3G019031:31:38.54938N108:59:57,64692E1948.76131.01.33.23.5GD16031:31:37.96880N108:58:53.90915E1708.35211.31.16.26.5GD40031:32:56.86032N108:59:41.02307E1973.22291.41.84.55.1HCSD031:32:55.83315N109:00:07.26615E1971.22781.51.84.75.3WX01031:31:36.74650N108:59:51.80530E1925.65061.21.13.33.7WX02031:31:41.35878N108:59:53.14543E1940.74811.31.53.94.4WX03031:31:33.25600N108:59:03.14149E1760.62401.51.57.67.9基線名基線名基線名中誤差_DY(mm)中誤差_DZ(mm)誤差(mm)相對誤差基線名中誤差_DY(mm)中誤差_DZ(mm)誤差(mm)相對誤差WX012713GWX01.zsd-WX022713GWX02.zsd1.53.44.2站點名中誤差中誤差點位中誤1:352484.2站點名中誤差中誤差點位中誤巫溪縣縣道X002改建工程工程巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理.任務情況根據(jù)任務要求，本次GPS控制測量任務是以紅池壩隧道為整改測區(qū)，對其進行控制點復測與加密。根據(jù)點信息平差計算出在測區(qū)范圍內建立等級為E級的GPS控制網。.測區(qū)概況紅池壩隧道位于巫溪縣X002中崗至紅池壩段升級改造工程（茶山村至紅池壩段）K48+870?K50+940。實測區(qū)域高程1963nl?2389.2m,相對高差426.2m,最高點位于隧道K49+440東側坡頂，最低點位于隧道進洞口南東側。測區(qū)覆蓋整條隧道，測區(qū)控制點稀疏，點與點之間距離較大，且都在山林中，接收信號有困難，測量比擬復雜。.測量技術設計依據(jù)1）《全球定位系統(tǒng)（GPS）測量規(guī)范》2009版；2）工程設計要求；.測區(qū)已有資料成果情況原設計測區(qū)共四個二級導線點（四等水準），其設計采用的坐標系統(tǒng)為西安80坐標系，中央子午線經度為109°,后因投影長度變形的因素，在平面控制系統(tǒng)出現(xiàn)距離偏差，上報設計單位，將控制點在原設計圖紙上進行平移變更，原設計與變更數(shù)據(jù)成果如下：點號原設計控制點設計院變更控制點XYHXYHG163489839.461593117.6551741.2283490516.734498255.2901712.739G193489872.559594799.1291981.5463490534.461499937.3171953.197G183489898.077594359.5851864.3753490564.009499497.9471835.973G403492280.685594338.6252005.6993492947.461499498.7371977.613表1設計控制點變更比照二、靜態(tài)控制網設計方案1.布設網設計遵循原那么：差(mm)巫溪縣縣道X002改建工程工程GPS靜態(tài)數(shù)據(jù)處理WX031.51.57.64.2二維約束平差結果基線條數(shù):24平差點數(shù):10基線標準差置信度（松弛因子）:14.90aTau檢驗顯著水平:1.00%單位權中誤差比:0.9520x2檢驗值:34.2709x2理論范圍:17.886761.5812x2檢