[自然科學(xué)]大地測(cè)量實(shí)習(xí)報(bào)告(參考版)
2025-04-17 02:14本頁(yè)面
【正文】 操作步驟和方法都知道，就是測(cè)量過(guò)程中經(jīng)常超限。經(jīng)過(guò)大家辛勤的努力，終于完成了這108站的水準(zhǔn)測(cè)量和9站的導(dǎo)線測(cè)量，雖然工作量不是很大，但是在我們第一次做這么大的工程的時(shí)候，剛開始還是遇到了很多問(wèn)題的，導(dǎo)線測(cè)量的第一站花了快3小時(shí)的時(shí)間。整份成果的評(píng)價(jià)：整個(gè)成果都在要求的限差之內(nèi)，精度評(píng)定的時(shí)候也比較高。成果中存在的問(wèn)題： 在導(dǎo)線網(wǎng)中，測(cè)量存在的問(wèn)題是，開始有兩站不清楚第二測(cè)回該置多少，所以第二測(cè)回都置了90度，而沒有置90度30分。測(cè)量和記錄都達(dá)到任務(wù)的要求。由于擔(dān)任隊(duì)中的隊(duì)長(zhǎng)和GS組的副負(fù)責(zé)人，完成了，GPS網(wǎng)形設(shè)計(jì)，對(duì)各人員進(jìn)行調(diào)度，完成了從泉山到SOO得返測(cè)34站數(shù)據(jù)。符合精度要求。7月10日完成水準(zhǔn)測(cè)量。由于占點(diǎn)原因，沒測(cè)完往返測(cè)52站。7月8日，和A8組換儀器。完成11站，其中差一站到間歇點(diǎn)，但由于雨下的太大了，被迫回去。數(shù)據(jù)合格。7月2日完成導(dǎo)線測(cè)量8站。 水準(zhǔn)網(wǎng)內(nèi)業(yè)計(jì)算從S00往I24引點(diǎn)往測(cè)數(shù)據(jù)處理引點(diǎn)S00 水準(zhǔn)往測(cè)數(shù)據(jù)處理測(cè)站序號(hào)點(diǎn)號(hào)后尺前尺高差高差均值1SOO20020259228140974M015017283607751409532M0120873077781130949M025102793793151309643M02239057107738131319131316M035406254093121313134M0314895612751221444M04450482429053214295M041420611360376024M0544360343759260116M0514038114038100M0644193844193807M0618475013828846462M07486305439382469238M071386401362392401M0844018843780023889M081245271394161488914891M094260824409751489310M0913019112858916021597M10431732430140159211M101397921260891370313708M114413554276421371312M1125226722735229532M1255379832429922949913M1227849413161265333M1358003431470026533414M1314155411811123443I244431204196482347215I2411811914159423475M134196454431432349816M1318225283585265360265367M1231975958513226537317M1231877261378229501229502M1133341956292222950318M1113639315120114808M104379694527721480319M10144067144583516M0944560644615354720M091538211389761484514835M084553714405461482521M081288741312952421M07430438432828239022M0713958518611146526M064411454876344648923M06150356149832524512M0545189245139250024M051276861341556469M04429229435701647225M041173451386992135421368M034188694402512138226M03100830232212131382131374M0240239153375713136627M0265074195901130827130840M0136660849746013085228M0157492198480140988140988S00359062500050140988高差閉合差（）從S00往I24引點(diǎn)返測(cè)數(shù)據(jù)處理引點(diǎn)S00 水準(zhǔn)返測(cè)數(shù)據(jù)處理測(cè)站序號(hào)點(diǎn)號(hào)后尺前尺高差高差均值1SOO21344672436141010141015M015149903739701410202M0121159680693130903130898M025131443822511308933M02251010119699131311131326M035526014212601313414M031483011268552144621444M04449833428391214425M0414524613925059965989M0544677444079259826M051494191494190M0645095445095317M061864431400494639446403M07487996441584464128M071411691387002469M0844272044026824529M0813448614937014884M094360384509171487910M0914273214084118911893M10444280442385189511M101391451256851346013467M114407124272381347412M1124742117884229537M1254894931942922952013M1228339518052265343M1358492531958326534214M1314632812280023528I244478804243452353515I2412281914633023511M134243644478802351616M1312839278176265337265342M1231438357972926534617M1232943262481229538229535M1133450056403222953218M1113108214585314771M104326214474211480019M10133212133762550M0943473543528254720M0914717713226414913M0844872143
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