1) coordinate cadastre
坐标地籍
2) geodetic coordinate
大地坐标
1.
The simple formula to compute geodetic coordinate from rectangular space coordinate;
由空间直角坐标计算大地坐标的简便公式
2.
Deducing from geodetic coordinate differential formula;
椭球参数对大地坐标转换的影响——大地坐标微分公式再推导
3.
Road curve geodetic coordinate calculation based on branch traverse survey
基于支导线测量的道路曲线大地坐标计算
3) geographic coordinates
地理坐标
1.
By analyzing shortcomings of the simplified model of Gauss-Kruger projection of the conversion from geographic coordinates to rectangular coordinates,a new reversible algorithm which is based on global model and is compensated by correct function using curve fitting is provided.
分析了由地理坐标向地面直角坐标转换的高斯-克吕格投影简化模型的不足之处,提出了一种新的基于圆球模型的可逆的相互转换算法,且由采用最小二乘法实现的曲线拟合修正函数对圆球模型误差进行补偿。
2.
By analyzing the theory of geographic coordinates and rectangular coordinates interconversion, algorithmic researches and completion of coordinate conversion programming has been discussed.
通过对地理坐标与地面直角坐标相互转换原理的分析 ,论述了坐标转换和算法研究及实现方法。
4) geographic coordinate
地理坐标
1.
To construct a digital map based on geographic coordinates is a better method to bring digital maps in different coordinate systems or projection zones into one system or joint them.
将不同坐标系或投影带地图纳入同一个系统或拼接的较好方法是构建基于地理坐标的数字地图,在基于地理坐标的数字地图的量算中,由于参考椭球面与地球自然表面之间有一定的距离,导致椭球面上的计算值与地球自然表面的实测值有一定的差异。
5) geographical coordinates
地理坐标
1.
This paper proposes a new automatic SAR images coarse registration method based on the geographical coordinates(latitude and longitude) parameter.
提出了一种新的基于地理坐标参数的SAR(Synthetic Aperture Radar)图像自动概略配准方法。
6) geodesic coordinate
测地坐标
1.
The formula for area of triangle on ellipsoid by means of geodesic coordinate is derived in this paper.
推导出用三顶点的测地坐标计算地球椭球面上三角形面积的公式。
2.
This digital terrain model (DTM) based on the ellipsoidal surface is essentially different from DTM based on projected plane because the Delaunay triangulation net is built based on geodesic coordinate system on regional ellipsoidal surface.
作为其中之一,首先来定义椭球面三角形的外接大地圆,然后推导出在测地坐标系中确定外接大地圆圆心的公式和算法。
3.
Another type of geodesic coordinate system with length quantity as coordinate parameter is present for the first time in our last paper .
从数学上论证以长度量为坐标参数的测地坐标系与大地坐标系能够成为表述 3维欧氏空间中点位的正则坐标系的条件及限定区域 ,然后着重阐述了测地坐标系与大地坐标系相互转换的基本原理和方法 ,并用算例验证了其正确性 ,从而为进一步实现测地坐标系应用于DEM和 3DGIS建模提供了可能 ,这就为最终解决在统一的真 3维坐标系统中建立DEM和 3DGIS奠定了基
补充资料:大地坐标系
以参考椭球面为基准面,用以表示地面点位置的参考系。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条