數(shù)據(jù)處理流程

1、數(shù)據(jù)處理流程1.1作業(yè)管理建立作業(yè)：作業(yè)官理說明：在作業(yè)上鼠標(biāo)右鍵可刪除作業(yè)。說明：雙擊作業(yè)可置為當(dāng)前備注作業(yè)名稱：iiSii創(chuàng)建日期：2012-作業(yè)管理水椎設(shè)置-晶越切一二聶復(fù)制粘貼崗全選插入對象II剪貼板II1插入II觀測數(shù)據(jù)創(chuàng)建者：ZHANG選中作業(yè)：JlJ埸&作業(yè)管理-TSDI_HsrProc刪豐.L-J復(fù)制粘貼電全選插入對象r養(yǎng)吐查找下一個豐51聖貼複11插入11視圖1查找/替換占窗口葩梁體袁形靈工具霊斷鏈表作業(yè)名稱：創(chuàng)建日期：_說明：在作業(yè)上鼠標(biāo)右鍵可刪除作業(yè)。說明：雙擊作業(yè)可置為當(dāng)前作業(yè)管理水準(zhǔn)設(shè)置觀測數(shù)據(jù)創(chuàng)建者：zhang備注：test5備拄：TEST創(chuàng)建者：ZHANG聖貼板插

2、入虛占且孕&作業(yè)管理-TSDX_血rProc【當(dāng)前作業(yè)為：TEST|窗格2數(shù)耳處理起貽匹/廠作業(yè)管理可作業(yè)管理逼|數(shù)據(jù)處理|過渡段腐征斷面睡|梁尊孌老適工具團斷璉表TEST2012-5-16水準(zhǔn)設(shè)置觀測數(shù)據(jù)整理數(shù)據(jù)計算鼠標(biāo)雙擊說明：在作業(yè)上鼠標(biāo)右鍵可刪除作業(yè)。說明：孜擊作業(yè)可置為當(dāng)前ZHANGTEST作業(yè)名稱I期:2012-5-16插入對象查找/替換窗口薊直查找下一個5.*晶剪切電復(fù)制粘貼鬆全選視圖1.2水準(zhǔn)設(shè)置當(dāng)前作業(yè)為：TEST匚鑿.JI1.3觀測數(shù)據(jù)說明：往測為一條水準(zhǔn)線路，返測為另一條水準(zhǔn)線路，兩條線路保存在同一個文件中。（強烈推薦）說明：如果往返測分別為兩個不同的文件，則分多次導(dǎo)入，

3、每次選中兩個文件（往返測文件）。（不推薦，麻煩）1.4整理數(shù)據(jù)水準(zhǔn)設(shè)置EMCBM404811.531911.1326026.82025.9140.9060.399311.531860.051.13263-0.0326.82025.9140.9060.399230.080.399271120.941641.9983441.84742.098-0.251-1.056700.94171-0.071.99835-0.0168.66768.0120.655-1.05664-0.06-1.0566731.079742.1571345.80446.474-0.670-1.077391.07975-0.012

4、.15740-0.27114.471114.486-0.015-1.077650.26-1.0775241.440771.T573946.36445.7910.573-0.31662WHA05821.440740.031.T5746-0.07160.836160.2770.559-0.316720.10-0.3166750.621812.3449334.22934.596-0.368-1.72312WHA06020.621780.032.34501-0.08195.064194.8730.191-1.723230.11-1.7231761.131421.53594,33.47533.2360.

5、238-0.40452V/HA06221.131380.041.53580.08228.539228.1100.429-0.40448-0.04-0.4045070.835040.81128.77328.7480.025-0.00707mo6420.83509-0.0502090.02257.311256.8570.454-0.00700-0.07-0.0070480.82843A1.8275233.55133.1740.377-0.99909V/HA06620.82849-0.06/1.82755-0.03290.862290.0310.831-0.99906-0.03-0.9990890.

6、9991371.3254933.42933.3850.044-0.32636WWAnfiR?U.99911yL021.32555-0.06324.292323.4170.875-0.326440.08-0.32640此操作必須做I.62598/2.0455932.71832.5970.122-1.41961.6250.022.04564-0.05357.010356.0130.997-1.419680.07-1.41965.3961.5059533.75133.4050.346-0.11009lyOT5840.021.505920.03390.761389.4181.343-0.11008-0

7、.01-0.11008AF-ar.monoonnnrioan需工具闊斷鏈表觀測數(shù)據(jù)整理數(shù)據(jù)沒有文本彈出，證明外業(yè)數(shù)據(jù)合格，當(dāng)有類似以下數(shù)據(jù)彈出時，證明有外業(yè)數(shù)據(jù)超限：m誕站檢查報吉址-記事本rnri直I文件舊精E)梧式Q)童看(V)幫助(H)測站檢查報告艮限剖超差差NggggWWBW1112mnTKHTKm纟蚩幺嚴(yán)纟一.-i一二i一二i一一i一匚二，二，二f二某些情況下，需要導(dǎo)出平差文件：平差文件格式1.5計算首先檢核往返測數(shù)據(jù)是否合格。血、IL）時H色&計算TSDI_Hsr505315505316-0.01426o.01415505316505317-0.048080.01350531750

8、53180.02475-00464505318505319-0.368230#6822505319505320-0.01464X01475505320505321-0.206550.206425053215053220.00062/-0.00051505322505323-0.42775/0.427565063055063040.3729/-0.37365506304506303-0.1192?0.119435063035063020.37727-0.37751導(dǎo)出平差成果閉合差平差計算往返高差比較0.360.049120.049110.89-0.200.053870.040820.870.0

9、50.049140.049150.89-0.300.049230.050570.89往返髙差比較報告till5VJJ*7丄W|JU.Ju-10.130.051160.051170.90-0.130.045890.044720.850.380.051090.051090.900.070.010820.010800.420.000.044860.047020.860.010.048160.048120.880.240.048050.043490.860.050.047040.047050.870.110.041040.054760.88-0.010.053910.053890.930.110.05

10、5090.054050.93-0.120.056080.056110.950.110.053910.055630.94-0.190.061750.061790.99-0.730.065870.066061.030.130.066520.065831.03-0.240.066060.066091.03o顯示平差報告O顯示閉合差報告G)顯示往返高差報告離離離離離離離離離離離離離離離離離離離離離離離離離巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨巨nfnfnfnfnfnfnTnfnfnfnfnTnfnfnfnfnTnfnfnfnfnTnfnfnf合合合合合合合合合合合合合合合合合合合合合合合合合

11、返返返返返返返返返返返返返返返返返返返返返返返返返V-i鬥A剪切匚二1電復(fù)制粘貼母全選插入對象狀態(tài)欄螢赴查找下一個JJ3b譽埼查駄3B5窗口I剪貼板|1插入II1視圉1查找/替換當(dāng)前作業(yè)為：TE5T1|窗格2往返測數(shù)據(jù)合格后，與設(shè)計高差進行對比，判斷點位穩(wěn)定情況。CPIII點的高程選用設(shè)計院第四期的成果。U.I!IJB.IIB|%J|1.|疋I1VI1JI1.起點終點復(fù)測平均距離(km)亙則平均高差(ITL)原息差(m)高差較差(JTJTL)限差(JTJTL)備注0842313163.68850842315163.70470.070.016510.016190.321.03合格08423151

12、63.70470842317163.64220.08-0.06315-0.06253-0.62rl.69合格0842317163.64220842319163.76160.050.118880.11942-0.540.90舍格0842319163.76160842321163.80280.050.041020.04117-0.150.91合格0842321163.80280842323163.67670.05-0.12589-0.126060.170.90合格0842323163.67670842325163.78950.050.113080.112770.310.92舍格0842325163

13、.78950842327163.81040.050.020270.02098-0.720.91舍格0842327163.81040842329163.81820.050.007840.007740.090.91合格0842329163.81820842331163.75790.05-0.06058-0.06029-0.280.91舍格0842331163.75790842333163.80910.050.051260.051180.080.90舍格0842333163.80910842335163.83330.050.024240.02425-0.010.90合格0842335163.8333

14、0843301163.77660.05-0.05670-0.056740.040.91舍格0843301163.77660843303163.76620.05-0.01080-0.01043-0.370.91舍格0843303163.76620843305163.76770.050.001570.001500.070.91合格0843305163.76770843307163.75400.05-0.01348-0.013630.160.89舍格0843307163.75400843309163.72480.05-0.02948-0.02918-0.300.92舍格0843309163.7248

15、0843311163.84650.050.121670.12169-0.030.90合格0843311163.84650843313163.83730.05-0.00915-0.009190.040.91舍格0843313163.83730843315163.78880.05-0.04881-0.04858-0.220.90舍格0843315163.78880843317163.92570.050.136780.13693-0.150.91合格0843317163.92570843319164.04550.050.119690.11985-0.160.90舍格0843319164.045508

16、43321164.05020.050.005000.004700.290.90舍格高差檢核全部合格后，證明點位穩(wěn)定，選擇全部CPIII點進行約束平差。53打開（Q）數(shù)齬處理窗格2聖貼板插入視圖查找/替換岡打開必l）id堺&計算當(dāng)前作業(yè)為：TEST霊過渡段腐征斷面查找范圍（X）：我靈近的文檔巴數(shù)據(jù)處理1原始規(guī)涮立件文件類型）:讀入起算.點高程（*.txt）v取消工具霊斷璉表桌面我的文檔我的電腦網(wǎng)上鄒居文件名型）：起算點壁kt數(shù)耳處理作業(yè)管理水準(zhǔn)設(shè)置觀測數(shù)據(jù)整理數(shù)據(jù)插入對象益邑查找下一個豐-I窗口鬥晶剪切一二電復(fù)制牯貼舄全選往返高差比較導(dǎo)出平差成果G）顯示平差報告O顯示閉合差報告O顯示往返高差報告

17、平差計算I閉合差這時提出輸入已知點，已知點格式如下：3-記雪本劃牛舊擬輯E）梧式Q查看幫助（H）|0842313,163.68850842315,163.70470842317,163.64220842319,163.76160842321,163.80280842323,163.67670842325,163.78950842327,163.81040842329,163.81820842331,163.75790842333,163.80910842335,163.83330843301,163.77660843303,163.76620843305,163.76770843307,163

18、.75400843309,163.72480843311,163.84650843313,163.83730843315,163.78880843317,163.9257平差后的格式如下：鬥矗剪切一二電復(fù)制粘貼鳳全選插入對象&狀態(tài)欄查找B5窗口1翦貼板1II插入II1視團1查找/替換數(shù)齬牡理/起始理/廠計算|作業(yè)管理水淮設(shè)置觀測數(shù)據(jù)整理數(shù)據(jù)編號點名高程(in)1BM404810.00002CPII40691.3040觀測量權(quán)重編號從點到點高差(in)距離血權(quán)重己知高程計算壘數(shù)齬址理鬣過渡段丿特征斷面鬣梁體吏形讎工具鬣斷璉表BM4048WHxM：i582WHx0582WHA瓦-2.051590-

19、1.7231750.321110.068823.11414.5303WHA0E02WWH522-u.14.9904WWJ622WWH542-o.平差報告17.3855WHA0642WHA0662-0.14.987160662068214.9677WHx0682WHA0F02-1.4196450.0653215.3108WHAE：電WHA0722-0.1100850.0671614.8919WHA0722WHA07420.0035150.0653715.29710WHA0742WHA0762-0.2774550.0677114.76811WHA0762WHA07820.2429550.06746

20、14.82412WHA0782WHA0802-0.0321800.0678014.74913WHA0802WHA0822-0.8617800.0677414.76214WHA0822WHA08420.1196400.0669214.94415WHA0842CPII4069-0.8512200.232784.29616CPII4069WW8410.7520700.0851611.74317WHAi屈1WHA08210.1003300.0654815.27218WHx0821WHA08010.7314100.0654015.290G)顯示平差報告O顯示閉合差報告0顯示往返高差報告當(dāng)前作業(yè)為：TE5

21、T|窗格2下拉平差報告，找到中視點平差報告，中視點平差報告應(yīng)注意以下兩點：、是否入庫應(yīng)為：是，若為否，則證明此中視點僅有一次觀測，則證明在測量過程中往測或返測漏斷面或點號編制不一致，漏測時應(yīng)現(xiàn)場補測，點號不一致時，應(yīng)修改為一致點號。、Ah應(yīng)小于2mm,若不滿足小于2mm,則證明測量過程可能存在粗差。需要補測或核實是否有點號錯誤。因此再次強調(diào),測量過程中點號是個極為重要的問題。魁眇據(jù)作業(yè)理/計耳xp由心軍占煮自中總總知1，未位路驗水后33.156201.2881.118(km)23中視點平差報告點號高程平均高程Mmin）計算類型高程值序號是否入庫8424751842475284247538424

22、7548424801842480284248038424804162.70794162.70808163.13970163.13962163.14523163.14513162.64892162.64896162.66297162.66302163.13763163.13788163.14018163.14033162.65842162.70801163.13966163.14518162.64894162.66299163.13775163.14025162.65844中視點報告檢查無誤后，-0.070.070.04-0.040.05-0.05-0.020.02-0.030.02-0.130

23、.12-0.080.07-0.03輸出成果算算算算算算算算算算算算算算蔓第2次高惠逖咼第2次髙惠逖咼第2次髙萋逖咼第2次高第戈次高霾1邇咼第戈次高第1次咼第瑚咼呈呈呈呈呈呈呈呈呈呈呈呈呈呈呈X-、-I1.!_-Il-.!-Il-.!-I1.!_-、.II-、.II-Z-Z-LI-LI-I-/-/-*是是是是是是是是計算結(jié)束。顯示平差報告顯示閉合差報告顯示往返高差報告觀測數(shù)據(jù)q站剪切一=命復(fù)制插入對象III剪貼板|1插入III作業(yè)管理水準(zhǔn)設(shè)置整理數(shù)據(jù)文件編輯（1）視圖電）插入a）格式工具a）數(shù)據(jù)窗口幫助D13矗ABcDE1高程成果表2外業(yè)點號高程Gn）平差婁型備注1備注E3WKA05817.95

24、48T中視平差4WKA06016.23393中視平差5WKA06215.80961中視平差6WKA06415.78506中視平差7WKA06614.818T3中視平差8WHALI681150074中視平差9WKAOT013.|f650中視平差10WHA0T212.773中視平差11WHA07413.c|212中視平差12muTBi3.2“82中觀平差13WKA0T812.9(24中視平差14mrisui2.8870中視平差15WKA08212.15掃中視平差16WHALiSAl2.055(9匯人尸視平甲TFT17WKA08422.154*,z|護視平羞18WKA08222.034*中視平差WHAi：i8022.8966、中視平年H（n）程成果表/CFTTWWWHA0：如WHAXI821WHAUblWHx08