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毕业论文-- RTK及全站仪在道路测量中的应用

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0461601.6032872851.62416.551k2+440461583.2592872843.66316.278k2+420461565.0452872835.37816.146k2+400461547.112872826.54316.121k2+360461512.1792872807.05916.305k2+320461478.6492872785.28916.182k2+300461462.4212872773.61916.256k2+280461446.4642872761.5616.364k2+240461414.6932872737.23616.595k2+200461382.162872713.98117.82k2+180461365.3672872703.15517.919k2+160461348.2032872692.85418.04k2+140461330.7382872683.15419.414K2+120461312.7812872674.15317.318K2+100461294.8352872665.64917.307K2+060461257.8032872650.43417.508K2+020461219.882872637.74117.208K2461200.5972872632.26917.2983.接着,利用全站仪,野外采集数据,测量纵断面及横断面,下图是部分全站仪野外采集的数据。图7-2全站仪野外采集电子记录手簿图上数据表示含义:在DH01控制点摆上全站仪,DH03控制点作为定向点,仪器高为1.594米。盘左水平角0°00′00″,盘右水平角179°59′58″。盘左竖直角90°14′00″,盘右竖直角269°46′07″。检核角度要求:水平角相减等于180度,垂直角相加等于360度。一般水平角不超过2秒,垂直角不超过15秒。

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