测绘与空间地理信息
測繪與空間地理信息
측회여공간지리신식
GEOMATICS & SPATIAL INFORMATION TECHNOLOGY
2012年
9期
215-217
,共3页
地物%直角纠正%条件方程
地物%直角糾正%條件方程
지물%직각규정%조건방정
surface features%rectangular correction%condition equation
由于测量存在观测误差,故根据测得的矩形地物特征点坐标数据,绘制的地物图形都不能严格是矩形,即地物直角条件不能严格成立。虽然目前的数字测图软件(如南方CASS 7.0)已提供了直角纠正功能,但它是一种简单机械的直角化方法,而不是进行平差纠正。为此,研究了一种以实际测量的地物特征点坐标为观测值进行地物直角平差纠正的算法,并以C#语言实现了该系统。实验证明,该系统能够更方便、更合理地实现对地物的直角纠正处理。
由于測量存在觀測誤差,故根據測得的矩形地物特徵點坐標數據,繪製的地物圖形都不能嚴格是矩形,即地物直角條件不能嚴格成立。雖然目前的數字測圖軟件(如南方CASS 7.0)已提供瞭直角糾正功能,但它是一種簡單機械的直角化方法,而不是進行平差糾正。為此,研究瞭一種以實際測量的地物特徵點坐標為觀測值進行地物直角平差糾正的算法,併以C#語言實現瞭該繫統。實驗證明,該繫統能夠更方便、更閤理地實現對地物的直角糾正處理。
유우측량존재관측오차,고근거측득적구형지물특정점좌표수거,회제적지물도형도불능엄격시구형,즉지물직각조건불능엄격성립。수연목전적수자측도연건(여남방CASS 7.0)이제공료직각규정공능,단타시일충간단궤계적직각화방법,이불시진행평차규정。위차,연구료일충이실제측량적지물특정점좌표위관측치진행지물직각평차규정적산법,병이C#어언실현료해계통。실험증명,해계통능구경방편、경합리지실현대지물적직각규정처리。
Due to the existing measuring observation error and thus the feature point coordinate of rectangular features, graphics arc not strictly the rectangular, which is that the fight conditions cannot be established. Although the current digital mapping software (such as the south CASS 7.0) has provided the fight angle correcting function, it is a kind of simple method and adjustment is not correct. Therefore a practical measurement of the feature point coordinates for ground observations is studied to correct the ground fea- ture fight angle adjustment, which is realized through the system C #. Experiments show that the system can achieve the right angle correction more easily and reasonably.