gps控制測(cè)量技術(shù)報(bào)告(參考版)
2025-05-16 18:49本頁面
【正文】 壓力不是有人比你努力，而是那些比你牛幾倍的人依然比你努力。最值得欣賞的風(fēng)景，是自己奮斗的足跡。不要做金錢、權(quán)利的奴隸；應(yīng)學(xué)會(huì)做“金錢、權(quán)利”的主人。贈(zèng)語； 如果我們做與不做都會(huì)有人笑，如果做不好與做得好還會(huì)有人笑，那么我們索性就做得更好，來給人笑吧！ 現(xiàn)在你不玩命的學(xué)，以后命玩你。（詳細(xì)見平差計(jì)算報(bào)告） 以LN03LN03LN036和LN017為平面起算點(diǎn)，以LA03LA03LA03LA0LN03LN01LA04LA04LA03LN017為高程起算點(diǎn)經(jīng)平差得到結(jié)果如下: 邊長(zhǎng)的相對(duì)精度最低為1/103662（最弱邊為L(zhǎng)N018LN0183），遠(yuǎn)高于三等網(wǎng)規(guī)定1/70000的精度。 基線處理成功后，即可進(jìn)入軟件的網(wǎng)平差界面，進(jìn)行WGS84坐標(biāo)系下的自由網(wǎng)平差及三維約束網(wǎng)平差。重復(fù)基線測(cè)量的差值如下表：ID從到基線長(zhǎng)度比率參考變量RMS基線差值B163LN035LA0421 .006mB165LN035LA0421 .007m B188LN018LN0183 .007mB189LN018LN0183 .008m B57LN033LN0321 8.009mB61LN0321LN033 .011m B17LA030LN0322 .010mB26LA030LN0322 .005m B151LA0311LA031 .006mB148LA0311LA031 .006m B209LN0183LN017 .009mB208LN0183LN017 .008m B169LA032LA031 30.006mB167LA031LA032 .006m B101LA0361LA0362 .006mB97LA0361LA0362 .006m B201LN018LN017 .008mB200LN018LN017 .008m B13LN033LN032 .009mB59LN032LN033 .011m B65LN0321LA030 .013mB105LN0321LA030 .007m B46LN0312LA0311 .005mB50LN0312LA0311 .006m B73LA037LA0362 .006mB77LA037LA0362 49.005m B152LA0311LA032 .006mB149LA0311LA032 .005m B124LA0351LA032 .006mB128LA032LA0351 .005m B176LN032LN0321 .017mB133LN0321LN032 .010m B174LN032LN0321 .011m B145LN035LN036 6.008mB142LN035LN036 .007m B171LA031LN0322 .007mB79LN0322LA031 .007m B58LN0323LN033 .010mB54LN033LN0323 .005m B116LA043LA0421 .007mB38LA042LN036 .007mB22LA037LA0361 .007mB24LA037LA0361 48.004m B14LN0322LN033 .012mB56LN033LN0322 .005m B146LA0421LN036 .008mB143LA0421LN036 .006m B170LN0321LA031 .006mB172LN0321LA031
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