测绘通报 ›› 2020, Vol. 0 ›› Issue (11): 158-162.doi: 10.13474/j.cnki.11-2246.2020.0377

• 测绘地理信息技术应用案例 • 上一篇    下一篇

地理信息系统工程坐标系统研究

刘枭华   

  1. 甘肃省科学院地质自然灾害防治研究所, 甘肃 兰州 730000
  • 收稿日期:2020-09-20 出版日期:2020-11-25 发布日期:2020-11-30
  • 作者简介:刘枭华(1974-),男,高级工程师,主要从事工程测量及地质灾害防治方面的研究工作。E-mail:813308921@qq.com

Research on GIS engineering coordinate system

LIU Xiaohua   

  1. Geological Hazards Prevention Institute, Gansu Academy of Sciences, Lanzhou 730000, China
  • Received:2020-09-20 Online:2020-11-25 Published:2020-11-30

摘要: 涉及如何建立平面坐标系统的论著较多,但多数都在较小的区域实施,相对情况比较简单,利用抵偿高程面或平移中央子午线,或者二者结合使用即可建立符合精度要求的平面坐标系统。但在较大(将近上万平方公里)的区域如何建立平面坐标系统的研究论著较少,本文对该问题进行了分析和探讨,归纳的方法和过程可对类似问题起到启发和参考的作用。

关键词: 长度变形, 椭球面, 高程归化, 高斯平面, 高斯投影

Abstract: So far, there are many papers on how to establish a planar coordinate system. However, most of them have studied the establishment of a planar coordinate system in a small area. It's relatively simple. A planar coordinate system that meets the required precision can be established by using height compensation plane, translating central meridian or both. There are few researches on how to establish a planar coordinate system in a large area (nearly ten thousand square kilometers). This paper makes a detailed study on analysis and discussion this complicated problem, and obtains reasonable results. The method and process of induction can enlighten similar problems and can be taken as a reference.

Key words: length distortion, ellipsoid, elevation naturalization, Gauss plane, Gauss projection

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