Study on Ellipsoid Surface Area Calculation Method Using Grid Correction Technology

doi:10.13474/j.cnki.11-2246.2016.0274

Abstract

CLC Number:

P226

RU Shigao, ZHU Ziyang, OU Yonghong, SHI Yimin. Study on Ellipsoid Surface Area Calculation Method Using Grid Correction Technology[J]. 测绘通报, 2016, 0(8): 124-127.

[1] 薛树强,党亚民,秘金钟,等. 顾及非线性地形因子的地表面积计算[J]. 测绘学报,2015,44(3):330-337.
[2] 顾孝烈,鲍峰,程效军. 测量学[M]. 4版.上海:同济大学出版社,2011.
[3] 中华人民共和国国土资源部.第二次全国土地调查技术规程:TD/T 1014-2007[S].北京:[s.n.],2007.
[4] 第一次全国地理国情普查领导小组办公室.地理国情普查基本统计分析技术规定:GDPJ 02-2013[S].北京:[s.n.],2013.
[5] 王解先,俞振武. 高斯投影引起的面积误差[J]. 测绘通报,2003(4):5-6.
[6] 施凤翔. 基于椭球面的城镇地籍宗地面积量算方法研究[C]//地理信息与物联网论坛暨江苏省测绘学会2010年学术年会论文集. 无锡:江苏省测绘学会,2010.
[7] 吕长广,张先为,李淑青. 土地调查中城乡土地面积计算的差别及其处理方法[J]. 地矿测绘,2008,24(3):9-11.
[8] 李玉宝,曹智翔. 顾及地球曲率的面积计算问题[J]. 重庆交通学院学报,2007,26(1):152-154.
[9] 刘洋,高井祥,王坚,等. 基于抛物线拟合的椭球面区域面积计算方法[J]. 大地测量与地球动力学, 2015, 35(2):228-231.
[10] 施一民,朱紫阳. 测地坐标计算椭球面上凸多边形面积的算法[J]. 同济大学学报(自然科学版),2006,34(4):504-507.
[11] 郭充,吕志平,李岩,等. 基于格网的坐标转换方法[J]. 信息工程大学学报,2010,11(2):166-169.
[12] 吕志平,魏子卿,李军,等.CGCS2000高精度坐标转换格网模型的建立[J]. 测绘学报,2013,42(6):791-797.
[13] 刘文建,施闯. 基于格网改正的CORS实时三维坐标服务系统[J]. 测绘通报,2013(10):70-72.
[14] 施一民. 现代大地控制测量[M]. 2版.北京:测绘出版社,2007.
[15] 孔祥元,郭际明,刘宗泉. 大地测量学基础[M]. 2版.武汉:武汉大学出版社,2010.

Study on Ellipsoid Surface Area Calculation Method Using Grid Correction Technology

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