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ITS » Undergraduate Theses » Teknik Geodesi / Teknik Geomatika
Posted by aprill@is.its.ac.id at 21/09/2015 22:59:14  •  1221 Views


COMPARISON VOLUME DETERMINATION OF AN OBJECT USING CLOSE RANGE PHOTOGRAMMETRY-TERM OF COLLINEAR AND TERESTRIAL MAPPING

Author :
HIDAYAT, ARIF NOR ( 3510100035 )




ABSTRAK

Perhitungan volume merupakan hal yang penting pada banyak pekerjaan teknik. Misalnya untuk keperluan studi erosi estimasi pembuatan suatu material estimasi pengambilan bahan tambang dan penilaian lahan untuk konstruksi. Akan tetapi perhitungan volume tersebut mayoritas menggunakan metode teristris yang biayanya mahal dan alat yang digunakan juga sangat mahal. Pemetaan terisitris menggunakan alat ukur yang bernama Total Station. Teknik ini menggunakan metode tachymetri untuk mengetahui koordinat suatu titik di permukaan bumi. Pada penelitian ini dilakukan penerapan metode fotogrametri yakni Close Range Photogrammetry-syarat kesegarisan dengan menggunakan kamera non-metrik untuk mengetahui volume suatu obyek. Kondisi kesegarisan Collinearity adalah kondisi dimana titik obyek pada dunia nyata titik pusat proyeksi dan titik obyek di foto terletak dalam satu garis lurus. Metode Close Range Photogrammetry-syarat kesegarisan bisa digunakan untuk melakukan pengamatan dan evaluasi seluruh titik yang tersebar pada obyek yang diteliti. Sehingga koordinat dari setiap titik dapat diketahui menggunakan metode Close Range Photogrammetry-syarat kesegarisan karena dengan metode ini seluruh titik yang ada di obyek penelitian diukur secara teliti. Dari hasil penelitian diperoleh volume Close Range Photogrammetry yang memiliki selisih sebesar 1x10-6 m3 dengan volume dari metode pemetaan teristris. Kemiripan volume antara metode Close Range Photogrammetry-syarat kesegarisan dengan metode pemetaan teristris mencapai 99 dengan volume yang didapat menggunakan Close Range Photogrammetry memiliki nilai 29.450 meter3 dengan jarak pemotretan 12m sedangkan hasil volume menggunakan metode pemetaan teristris memiliki nilai 29.450 meter3 dengan jarak pengambilan data 9m dan masing-masing tingkat ketelitian sebesar 0.749 meter3.


ABSTRACT

Volume measurements are important in many engineering work. For example for the purposes of erosion studies estimating of the manufacture of a material the estimation of mineral collection and assessment of land for construction. However the majority of the volume calculation using terestrial method is expensive and the tools used are also very expensive. Terestrial mapping using a measuring instrument si called the Total Station. This technique uses tachymetri method to determine the coordinates of a point on the earths surface. In this research the application of photogrammetric methods Close Range Photogrammetry Conditions collinear with the use of non-metric cameras si to determine the volume of an object. Collinear condition collinearity is a condition where the point of the object in the real world the central point of the projection and the point of the object in the photo located in one straight line. Method of Close Range Photogrammetry-collinear terms can be used to observe and evaluate the whole point spread on the object under study. So that the coordinates of each point can be determined using the method of Close Range Photogrammetry-collinear condition because the whole point of object in research are measured carefully. Based on the research the volume of Close Range Photogrammetry is obtained which has a difference of 1x10-6 m3 with the volume of teristris mapping method. Similarities between the volume of Close Range Photogrammetry methodcollinear terms with mapping method teristris reach 99 by volume were obtained using Close Range Photogrammetry has a value of 29 450 Meters3 with a distance 12m while the volume using the results of the mapping method has a value of 29 450 Meters3 teristrial with distance 9m and each accuracy level of 0749 Meters3.



KeywordsClose Range Photogrammetry; Syarat Kesegarisan; Pemetaan Teristris; Volume
 
Subject:  fotogrametri
Contributor
  1. Dr. Ing. Ir. Teguh Hariyanto, M.Sc
Date Create: 21/09/2015
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-Undergraduate-35001150007713
Collection ID: 35001150007713
Call Number: RSG 526.982 Hid p


Source
Undergraduate Theses of Geomatics Engineering, RSG 526.982 Hid p, 2015

Coverage
ITS Community

Rights
Copyright @2015 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library




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  1.  ITS-Undergraduate-38914-3510100035-abstract_id.pdf - 354 KB
  2.  ITS-Undergraduate-38914-3510100035-abstract_en.pdf - 356 KB
  3.  ITS-Undergraduate-38914-3510100035-conclusion.pdf - 442 KB




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