分析了陆量图和城市总体计划的组合方法

E. Utomo, Wahyu Hidayat, Y. Chandra
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引用次数: 1

摘要

测绘工作基本上可以通过各种方法来完成。与地球、摄影测量和地外方法一样,它们的目标一般都是将地球表面投影成一定比例尺的地形图。在本研究中,对陆地方法与摄影测量在地形图绘制中的协同作用进行了探索,以期提供更具代表性的结果。本次研究的对象是塔拉干市PCNU的土地,该土地将被建设为学校,该土地具有相当陡峭的地表起伏。本文还提供了两种测量方法在极端土地上的应用对比结果。通过分析,得到以下几个研究结果:两种方法的X、Y、Z坐标的平均百分比为12.71%,其中海拔高度或Z分量的差异为38.12%,而坐标分量X、Y的差异值为0.00%。土浮雕的形状描绘产生了接近真实情况的图像,这可以从遵循沙崖上土浮雕形状的轮廓形状看出,并且趋于随机。对于本研究对象来说,适合使用的方法是摄影测量法,因为地形陡峭,土壤起伏不规则,地面测量法很难应用,而且地面测量法应用采样点坐标产生地表情况的起伏实际上并不准确。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analisis Kombinasi Metode Pengukuran Terestrial Dan Fotogramteri Pada Penyusunan Master Plan Sekolah NU Kota Tarakan
Survey and mapping work can basically be done by various methods. Like terrestrial, photogrammetric and extraterrestrial methods, which generally have the same goal of projecting the earth surface into a topographic map at a certain scale. In this study, an exploration was carried out regarding the collaboration between the terrestrial method and photogrammetry in the depiction of topographic maps, which would provide more representative results. The object of this research is the land belonging to the PCNU of Tarakan City, which will be built as a school, where this land has a fairly steep surface relief. This study also provides comparison results from the application of the two measurement methods, which are applied to extreme land. Based on the analysis carried out, several research results were obtained, namely: The average percentage of the X,Y and Z coordinate of the two methods was 12,71% where a significant difference occurred in the altitude or Z component, which was 38,12% while the coordinate component X and Y have a difference value of 0,00%. The shape of the depiction of the soil relief produces an image that is close to the real condition, this can be seen from the contour shape that follows the shape of the soil relief on the sand cliff and tends to be random. The method that is suitable for use in the case of the object of this research is the photogrammetric method, because the steep terrain and irregular soil relief make it difficult to apply the terrestrial method, besides that the terrestrial method with the application of sampling point coordinates is not accurate to produce relief of the ground surface conditions actually.
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