Positional Accuracy Assessment for Effective Shoreline Change Analyses

C. B. Boye
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引用次数: 1

Abstract

The usefulness of any geographic data depends on its fitness for a particular purpose.  The critical measure of that fitness is referred to as data quality. Data quality may be expressed in terms of several indicators such as attributes, temporal or positional accuracies. In this research, positional accuracy assessment was carried out on two datasets using Root Mean Square Error (RMSE) technique. Coordinates of nineteen ground controls points were measured in the field using Differential Global Positioning System technique which served as a reference base. The coordinates of these points were compared with their corresponding positions extracted from the two datasets, Town Sheet (1: 2500) and orthophoto (1: 5000).  The Town Sheet was scanned, rescaled (1:5000) and georeferenced in Ghana Meter Grid coordinate system to conform to the orthophoto. The digitised Town Sheet and the reference base were superimposed with the orthophoto serving as backdrop in GIS environment.  Positional error of 1.23 m was obtained for points extracted from the Town Sheet, while an error of 2.79 m was registered for points from the orthophoto. Shoreline features extracted from these two datasets and appended for shoreline change analysis recorded a total positional error of 3.98 m. The study has shown that the original scale (large) of the Town Sheet may have contributed significantly to the quality of data extracted. In the orthophoto, though geometrically rectified, the scale representation of a unit measure on the photo explains the uncertainties in the dataset. The integrated dataset obviously bore the cumulative effect of the input datasets. It is concluded that for the purpose of shoreline change analysis, such as shoreline change trends, large scale data sources should be used where possible for accurate decision-making. It is recommended that the positional accuracy of any spatial data be ascertained before using it to support decision. Keywords : Positional Accuracy, Shoreline Change, Differential GPS, Root Mean Squared Error, Orthophoto
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有效岸线变化分析的定位精度评估
任何地理数据的有用性取决于它对特定目的的适用性。这种适应度的关键度量被称为数据质量。数据质量可以用若干指标来表示,例如属性、时间或位置准确性。在本研究中,使用均方根误差(RMSE)技术对两个数据集进行了位置精度评估。利用差分全球定位系统技术在野外测量了19个地面控制点的坐标,作为参考基准。将这些点的坐标与从城镇表(1:25 00)和正射影像(1:50 00)两个数据集中提取的相应位置进行比较。扫描城镇图,重新缩放(1:5000),并在加纳米格坐标系中进行地理参考,以符合正射影像仪。在GIS环境下,将数字化的城镇单和参考基与正射影像相叠加,作为背景。从Town Sheet中提取的点的位置误差为1.23 m,而从正射影像中提取的点的位置误差为2.79 m。从这两个数据集提取岸线特征并附加用于岸线变化分析,总位置误差为3.98 m。研究表明,城市单张的原始尺度(较大)可能对提取的数据质量有重大影响。在正射影像中,虽然经过几何校正,但照片上单位度量的比例表示解释了数据集中的不确定性。整合后的数据集明显具有输入数据集的累积效应。结果表明,在岸线变化趋势等岸线变化分析中,应尽可能使用大规模的数据源,以便做出准确的决策。建议在使用任何空间数据来支持决策之前,确定其位置精度。关键词:定位精度,海岸线变化,差分GPS,均方根误差,正射影像
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