碎部点

根据大比例尺地形图特点，利用已测坐标点（控制点或碎部点）进行分块局部纠正的数字化方法，以提高数字化后地图精度，并消除地形图要素间的相互位置的矛盾。

According to characteristic of Large-Scale map , a digitizing method of partial correc-tion with coordinated point ( control point or detail point ) is discussed to raise the accu-racy of digitizing results and remove the contradictory of site in map element .

对不同比例尺的经纬仪测图方法进行碎部点的点位与高程精度分析，并给出了分析结果。

This paper analyzes the accuracy of the point position and altitude on detail point for different scale of theodolite mapping method and shows the result .

同时，针对GPS的缺陷性，为了解决GPS无法测量部分地籍碎部点这一问题，提出了GPS与全站仪、GPS与CCD相机、GPS与手持式激光测距仪集成等测量技术措施。

In order to make up the shortcomings of GPS , some integrating measures such as GPS + Total Position Station , GPS + CCD , GPS + Portable Laser Distance Measuring Instrument and etc are given .

本文提出了改进解析测图法的二点措施：1.利用fx－3600P型计算器编制程序训计算碎部点的坐标和高程；

This paper presents two measures to improve the method of analytic mapping . One is to use fx-3600P electronical calculator to calculate the coordinate and the height through programming .

经纬仪测图碎部点展绘法的改进

Improvement on Detail Point Plotting Method of Theodolite Map Survey

碎部点解析测定法及其精度分析

Analytic detail surveying methods and their accuracy analyses

本文详细介绍了经纬仪测绘法中碎部点三维坐标的计算器求算方法及其展刺技巧。

This paper expounds the calculating ways with calculators for3-Dimension coordinates of unknown points .

一步测量中图根点观测的自动平差与碎部点数据的自动改正

Automatic Adjustment of the Points of Minor Control Observations and Automatic Correction of Detail Points Data in One Step Surveying

对采用坐标展点器展绘碎部点坐标所测绘的大比例尺地形图的精度进行了系统地分析，并定量地给出了采用不同测距方式展点测图的点位中误差。

The precision of a large scale topographic map is systematically analyzed , which is measured and drawn with the help of coordinate point distributor for the distribution of the detailed points .