测绘学报
測繪學報
측회학보
ACTA GEODAETICA ET CARTOGRAPHICA SINICA
2015年
4期
431-437
,共7页
姚吉利%马宁%贾象阳%徐广鹏%谢建春
姚吉利%馬寧%賈象暘%徐廣鵬%謝建春
요길리%마저%가상양%서엄붕%사건춘
大点云%球形标靶%扫描坐标%工程测量坐标%坐标转换%地形测绘
大點雲%毬形標靶%掃描坐標%工程測量坐標%坐標轉換%地形測繪
대점운%구형표파%소묘좌표%공정측량좌표%좌표전환%지형측회
big point clouds%spherical targets%SOCS%engineering coordinate system%coordinate conver-ting%topographic survey
根据目前地面激光扫描数据获取速度快、数据量大、测量距离远、专用特殊材料制作的标靶识别距离近、点云定向数据处理相对滞后、自动化程度低、不能适应远距离地形测量的现状,提出了从大点云中(每站1亿点以上)自动探测远距离标靶的点云定向方法.该方法首先根据标靶控制点的工程测量坐标信息,搜索到标靶所在点云环,然后对各点云环进行扇形分区,快速探测标靶,获取标靶中心扫描坐标,最后平差计算扫描仪位置参数和姿态参数,实现点云坐标到工程测量坐标的转换.该方法在普通配置的计算机上得到实现,并成功用于远距离山区地形测量,其中定向标靶半径0.162 m,标靶到扫描站距离在180~700 m 之间.
根據目前地麵激光掃描數據穫取速度快、數據量大、測量距離遠、專用特殊材料製作的標靶識彆距離近、點雲定嚮數據處理相對滯後、自動化程度低、不能適應遠距離地形測量的現狀,提齣瞭從大點雲中(每站1億點以上)自動探測遠距離標靶的點雲定嚮方法.該方法首先根據標靶控製點的工程測量坐標信息,搜索到標靶所在點雲環,然後對各點雲環進行扇形分區,快速探測標靶,穫取標靶中心掃描坐標,最後平差計算掃描儀位置參數和姿態參數,實現點雲坐標到工程測量坐標的轉換.該方法在普通配置的計算機上得到實現,併成功用于遠距離山區地形測量,其中定嚮標靶半徑0.162 m,標靶到掃描站距離在180~700 m 之間.
근거목전지면격광소묘수거획취속도쾌、수거량대、측량거리원、전용특수재료제작적표파식별거리근、점운정향수거처리상대체후、자동화정도저、불능괄응원거리지형측량적현상,제출료종대점운중(매참1억점이상)자동탐측원거리표파적점운정향방법.해방법수선근거표파공제점적공정측량좌표신식,수색도표파소재점운배,연후대각점운배진행선형분구,쾌속탐측표파,획취표파중심소묘좌표,최후평차계산소묘의위치삼수화자태삼수,실현점운좌표도공정측량좌표적전환.해방법재보통배치적계산궤상득도실현,병성공용우원거리산구지형측량,기중정향표파반경0.162 m,표파도소묘참거리재180~700 m 지간.
Terrestrial laser scanning (TLS)technology has high speed of data acquisition,large amount of point cloud,long distance of measuring.However,there are some disadvantages such as distance limita‐tion in target detecting,hysteresis in point clouds processing,low automation and weaknesses of adapting long‐distance topographic survey.In this case,we put forward a method on long‐range targets detecting in big point clouds orientation.The method firstly searches point cloud rings that contain targets according to their engineering coordinate system.Then the detected rings are divided into sectors to detect targets in a very short time so as to obtain central coordinates of these targets.Finally,the position and orientation parameters of scanner are calculated and point clouds in scanner's own coordinate system(SOCS)are converted into engineering coordinate system.The method is able to be applied in ordinary computers for long distance topographic(the distance between scanner and targets ranges from 180 to 700 m)survey in mountainous areas with targets radius of 0.162 m.