The application of stereo geometry close range photogrammetry for topographic profiling

Ratri Widyastuti, Angga T. Yuherdha, Arnadi D. Murtiyoso, Andri Hernandi, [No Value] Mochtar, Muhammad Mukhlisin

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Topographic profiling is a cross-section drawing of a topographical feature, drawn between two points or within the same axis defined from one particular point. It is widely used for many purposes, including but not limited to, civil engineering, construction, and geology. Conventionally, it is measured by using a level or Electronic Total Station (ETS), by measuring the height and distance of every height interval, depending on the scale of the resulting drawing required. This method essentially models the real world into a set of points, and while this may be enough for most applications, sometimes a more detailed profile is required. For instance, a more detailed profile can be useful in the calculation of earth volume to be digged and/or filled in construction or mining works. Close range photogrammetry can be used to generate a dense point cloud which may be used to create a large scale DEM, which can then be cross-sectioned between two points to create a profile similar to the one drawn by conventional means, but with more details. This method employs an image matching algorithm which determines thousands of tie points between overlapping photos. The positions of these points are then calculated using the bundle adjustment method, resulting in a point cloud. In this paper, close range photogrammetry will be performed following the stereo geometry commonly used in aerial photogrammetry. Data acquisition with this method only requires the photographing of the terrain, and measurement of a few control points previously determined. The software used is Agisoft Photoscan for the point cloud and DEM generation and GlobalMapper for the profile drawing and further analysis. A study case was performed on a strip of sidewalk in Bandung city which has greatly deteriorated, and therefore is expected to demonstrate the use of this method more dramatically. The results from this research may be used for sidewalk reparation and/or planning and design.

Original languageEnglish
Title of host publication34th Asian Conference on Remote Sensing 2013, ACRS 2013
PublisherAsian Association on Remote Sensing
Pages4593-4597
Number of pages5
Volume5
ISBN (Print)9781629939100
Publication statusPublished - 2013
Externally publishedYes
Event34th Asian Conference on Remote Sensing 2013, ACRS 2013 - Bali
Duration: 20 Oct 201324 Oct 2013

Other

Other34th Asian Conference on Remote Sensing 2013, ACRS 2013
CityBali
Period20/10/1324/10/13

Fingerprint

Photogrammetry
Geometry
Image matching
Geology
Civil engineering
Data acquisition
Earth (planet)
Antennas
Planning

Keywords

  • Close range photogrammetry
  • Cut and fill
  • Topographic profiling

ASJC Scopus subject areas

  • Computer Networks and Communications

Cite this

Widyastuti, R., Yuherdha, A. T., Murtiyoso, A. D., Hernandi, A., Mochtar, N. V., & Mukhlisin, M. (2013). The application of stereo geometry close range photogrammetry for topographic profiling. In 34th Asian Conference on Remote Sensing 2013, ACRS 2013 (Vol. 5, pp. 4593-4597). Asian Association on Remote Sensing.

The application of stereo geometry close range photogrammetry for topographic profiling. / Widyastuti, Ratri; Yuherdha, Angga T.; Murtiyoso, Arnadi D.; Hernandi, Andri; Mochtar, [No Value]; Mukhlisin, Muhammad.

34th Asian Conference on Remote Sensing 2013, ACRS 2013. Vol. 5 Asian Association on Remote Sensing, 2013. p. 4593-4597.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Widyastuti, R, Yuherdha, AT, Murtiyoso, AD, Hernandi, A, Mochtar, NV & Mukhlisin, M 2013, The application of stereo geometry close range photogrammetry for topographic profiling. in 34th Asian Conference on Remote Sensing 2013, ACRS 2013. vol. 5, Asian Association on Remote Sensing, pp. 4593-4597, 34th Asian Conference on Remote Sensing 2013, ACRS 2013, Bali, 20/10/13.
Widyastuti R, Yuherdha AT, Murtiyoso AD, Hernandi A, Mochtar NV, Mukhlisin M. The application of stereo geometry close range photogrammetry for topographic profiling. In 34th Asian Conference on Remote Sensing 2013, ACRS 2013. Vol. 5. Asian Association on Remote Sensing. 2013. p. 4593-4597
Widyastuti, Ratri ; Yuherdha, Angga T. ; Murtiyoso, Arnadi D. ; Hernandi, Andri ; Mochtar, [No Value] ; Mukhlisin, Muhammad. / The application of stereo geometry close range photogrammetry for topographic profiling. 34th Asian Conference on Remote Sensing 2013, ACRS 2013. Vol. 5 Asian Association on Remote Sensing, 2013. pp. 4593-4597
@inproceedings{05ad000a3c694a079d95dea639378649,
title = "The application of stereo geometry close range photogrammetry for topographic profiling",
abstract = "Topographic profiling is a cross-section drawing of a topographical feature, drawn between two points or within the same axis defined from one particular point. It is widely used for many purposes, including but not limited to, civil engineering, construction, and geology. Conventionally, it is measured by using a level or Electronic Total Station (ETS), by measuring the height and distance of every height interval, depending on the scale of the resulting drawing required. This method essentially models the real world into a set of points, and while this may be enough for most applications, sometimes a more detailed profile is required. For instance, a more detailed profile can be useful in the calculation of earth volume to be digged and/or filled in construction or mining works. Close range photogrammetry can be used to generate a dense point cloud which may be used to create a large scale DEM, which can then be cross-sectioned between two points to create a profile similar to the one drawn by conventional means, but with more details. This method employs an image matching algorithm which determines thousands of tie points between overlapping photos. The positions of these points are then calculated using the bundle adjustment method, resulting in a point cloud. In this paper, close range photogrammetry will be performed following the stereo geometry commonly used in aerial photogrammetry. Data acquisition with this method only requires the photographing of the terrain, and measurement of a few control points previously determined. The software used is Agisoft Photoscan for the point cloud and DEM generation and GlobalMapper for the profile drawing and further analysis. A study case was performed on a strip of sidewalk in Bandung city which has greatly deteriorated, and therefore is expected to demonstrate the use of this method more dramatically. The results from this research may be used for sidewalk reparation and/or planning and design.",
keywords = "Close range photogrammetry, Cut and fill, Topographic profiling",
author = "Ratri Widyastuti and Yuherdha, {Angga T.} and Murtiyoso, {Arnadi D.} and Andri Hernandi and Mochtar, {[No Value]} and Muhammad Mukhlisin",
year = "2013",
language = "English",
isbn = "9781629939100",
volume = "5",
pages = "4593--4597",
booktitle = "34th Asian Conference on Remote Sensing 2013, ACRS 2013",
publisher = "Asian Association on Remote Sensing",

}

TY - GEN

T1 - The application of stereo geometry close range photogrammetry for topographic profiling

AU - Widyastuti, Ratri

AU - Yuherdha, Angga T.

AU - Murtiyoso, Arnadi D.

AU - Hernandi, Andri

AU - Mochtar, [No Value]

AU - Mukhlisin, Muhammad

PY - 2013

Y1 - 2013

N2 - Topographic profiling is a cross-section drawing of a topographical feature, drawn between two points or within the same axis defined from one particular point. It is widely used for many purposes, including but not limited to, civil engineering, construction, and geology. Conventionally, it is measured by using a level or Electronic Total Station (ETS), by measuring the height and distance of every height interval, depending on the scale of the resulting drawing required. This method essentially models the real world into a set of points, and while this may be enough for most applications, sometimes a more detailed profile is required. For instance, a more detailed profile can be useful in the calculation of earth volume to be digged and/or filled in construction or mining works. Close range photogrammetry can be used to generate a dense point cloud which may be used to create a large scale DEM, which can then be cross-sectioned between two points to create a profile similar to the one drawn by conventional means, but with more details. This method employs an image matching algorithm which determines thousands of tie points between overlapping photos. The positions of these points are then calculated using the bundle adjustment method, resulting in a point cloud. In this paper, close range photogrammetry will be performed following the stereo geometry commonly used in aerial photogrammetry. Data acquisition with this method only requires the photographing of the terrain, and measurement of a few control points previously determined. The software used is Agisoft Photoscan for the point cloud and DEM generation and GlobalMapper for the profile drawing and further analysis. A study case was performed on a strip of sidewalk in Bandung city which has greatly deteriorated, and therefore is expected to demonstrate the use of this method more dramatically. The results from this research may be used for sidewalk reparation and/or planning and design.

AB - Topographic profiling is a cross-section drawing of a topographical feature, drawn between two points or within the same axis defined from one particular point. It is widely used for many purposes, including but not limited to, civil engineering, construction, and geology. Conventionally, it is measured by using a level or Electronic Total Station (ETS), by measuring the height and distance of every height interval, depending on the scale of the resulting drawing required. This method essentially models the real world into a set of points, and while this may be enough for most applications, sometimes a more detailed profile is required. For instance, a more detailed profile can be useful in the calculation of earth volume to be digged and/or filled in construction or mining works. Close range photogrammetry can be used to generate a dense point cloud which may be used to create a large scale DEM, which can then be cross-sectioned between two points to create a profile similar to the one drawn by conventional means, but with more details. This method employs an image matching algorithm which determines thousands of tie points between overlapping photos. The positions of these points are then calculated using the bundle adjustment method, resulting in a point cloud. In this paper, close range photogrammetry will be performed following the stereo geometry commonly used in aerial photogrammetry. Data acquisition with this method only requires the photographing of the terrain, and measurement of a few control points previously determined. The software used is Agisoft Photoscan for the point cloud and DEM generation and GlobalMapper for the profile drawing and further analysis. A study case was performed on a strip of sidewalk in Bandung city which has greatly deteriorated, and therefore is expected to demonstrate the use of this method more dramatically. The results from this research may be used for sidewalk reparation and/or planning and design.

KW - Close range photogrammetry

KW - Cut and fill

KW - Topographic profiling

UR - http://www.scopus.com/inward/record.url?scp=84903483352&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84903483352&partnerID=8YFLogxK

M3 - Conference contribution

SN - 9781629939100

VL - 5

SP - 4593

EP - 4597

BT - 34th Asian Conference on Remote Sensing 2013, ACRS 2013

PB - Asian Association on Remote Sensing

ER -