Cadastral Mapping Accuracy Assessment Using Various Surveying Techniques and High-Resolution Satellites Images

N. D. Hassan, A. Noori, S. F. Hasan, M. A. Shareef, Q. Ajaj
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引用次数: 1

Abstract

Cadastral mapping using GPS technologies and high-resolution satellite imagery increasingly renowned in many developing countries, substituting the traditional graphical surveying methods. However, cadastral residential boundaries in most sectors in Iraqi cities have not corrected due to many reasons such as: (1) not relying on global coordinates, (2) not using high-precision surveying equipment, (3) and also, the neglecting of setting- outhouses. These errors may lead to several problems conserving the constructing of the sectors or block, overflow houses on the streets that causes defects in the dimensions of the sidewalks, and also the overflowing of spaces on neighboring houses. For these reasons, the first objective of this study is to examine the accuracy of using of using High-Resolution Satellite Imagery (HRSI) for boundary detecting cadastral mapping of AL-Wasity quarter (Kirkuk city). The other objective is focused on finding the accuracy of the boundary using different techniques such as Total Station and HRSI. Thus, the obtained result shows that there was an average shifting in Easting and Northing coordinate system between the total station and cadastral map techniques ranging from 0.971 –to 1.708) respectively. On the other hand, the average shifting in Easting and Northing coordinate between total station and satellite image is ranging between 1.385 and -1.354 respectively. While the average shifting in Easting and Northing between satellite image and cadastral is -0.307 and 1.075 respectively.
利用各种测量技术和高分辨率卫星图像评估地籍测绘精度
利用GPS技术和高分辨率卫星图像的地籍测绘在许多发展中国家越来越出名,取代了传统的图形测量方法。然而,由于许多原因,伊拉克城市大部分地区的地籍住宅边界没有得到修正,例如:(1)不依赖全球坐标,(2)没有使用高精度测量设备,(3)以及忽略了设置外屋。这些错误可能会导致一些问题,包括保护区域或街区的建筑,街道上溢出的房屋导致人行道尺寸的缺陷,以及邻近房屋的空间溢出。基于这些原因,本研究的第一个目标是检验使用高分辨率卫星图像(HRSI)进行AL-Wasity区(基尔库克市)地籍测绘边界检测的准确性。另一个目标是使用全站仪和HRSI等不同的技术来寻找边界的准确性。结果表明,全站仪与地籍图在东、北坐标系上的平均偏移量分别在0.971 ~ 1.708之间。另一方面,全站站与卫星影像的东、北坐标平均位移分别在1.385 ~ -1.354之间。而东、北卫星影像与地籍地的平均位移分别为-0.307和1.075。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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