城市勘测
城市勘測
성시감측
Urban Geotechnical Investigation & Surveying
2015年
5期
103-105
,共3页
圆弧段拟合%精度%地块面积
圓弧段擬閤%精度%地塊麵積
원호단의합%정도%지괴면적
arc fitting%precision%land area
地块面积在转换前后经常出现面积偏差,经分析可知当前国内地块面积出现误差多由圆弧段的拟合造成,通过将圆弧段模型泰勒展开,经过反算,得到满足一定精度条件下拟合线段的数量,保证地块面积在转换前后达到一定精度需求. 该方法原理简单,既保证了数据入库后面积满足精度需求,又不会增加数据的复杂程度.
地塊麵積在轉換前後經常齣現麵積偏差,經分析可知噹前國內地塊麵積齣現誤差多由圓弧段的擬閤造成,通過將圓弧段模型泰勒展開,經過反算,得到滿足一定精度條件下擬閤線段的數量,保證地塊麵積在轉換前後達到一定精度需求. 該方法原理簡單,既保證瞭數據入庫後麵積滿足精度需求,又不會增加數據的複雜程度.
지괴면적재전환전후경상출현면적편차,경분석가지당전국내지괴면적출현오차다유원호단적의합조성,통과장원호단모형태륵전개,경과반산,득도만족일정정도조건하의합선단적수량,보증지괴면적재전환전후체도일정정도수구. 해방법원리간단,기보증료수거입고후면적만족정도수구,우불회증가수거적복잡정도.
There is always area deviation during the conversion of different data. It is the curve fitting that causes the de-viation of land area nowadays. By analyzing the Taylor expansion of curve model,the number of poly-lines is calculated which satisfies the demands of the precision control during the land area identification. The new method is very simple,which not on-ly ensures the land area's precision but also does not increase the complexity of the ownership conversion.