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Technical Commission VII (B7)

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CC BY: Attribution 4.0 International. You can find more information here.

Bibliographic data

fullscreen: Technical Commission VII (B7)

Multivolume work

Persistent identifier:
1663813779
Title:
XXII ISPRS Congress 2012
Sub title:
Melbourne, Australia, 25 August-1 September 2012
Year of publication:
2013
Place of publication:
Red Hook, NY
Publisher of the original:
Curran Associates, Inc.
Identifier (digital):
1663813779
Language:
English
Additional Notes:
Kongress-Thema: Imaging a sustainable future
Corporations:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Adapter:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Founder of work:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Other corporate:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Document type:
Multivolume work

Volume

Persistent identifier:
1663821976
Title:
Technical Commission VII
Scope:
546 Seiten
Year of publication:
2013
Place of publication:
Red Hook, NY
Publisher of the original:
Curran Associates, Inc.
Identifier (digital):
1663821976
Illustration:
Illustrationen, Diagramme
Signature of the source:
ZS 312(39,B7)
Language:
English
Additional Notes:
Erscheinungsdatum des Originals ist ermittelt.
Literaturangaben
Usage licence:
Attribution 4.0 International (CC BY 4.0)
Corporations:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Adapter:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Founder of work:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Other corporate:
International Society for Photogrammetry and Remote Sensing, Congress, 22., 2012, Melbourne
International Society for Photogrammetry and Remote Sensing
Publisher of the digital copy:
Technische Informationsbibliothek Hannover
Place of publication of the digital copy:
Hannover
Year of publication of the original:
2019
Document type:
Volume
Collection:
Earth sciences

Chapter

Title:
[VII/5: METHODS FOR CHANGE DETECTION AND PROCESS MODELLING]
Document type:
Multivolume work
Structure type:
Chapter

Chapter

Title:
UPDATING BUILDING MAPS BASED ON OBJECT EXTRACTION AND BUILDING HEIGHT ESTIMATION L. Zhu, H. Shimamura, K. Tachibana
Document type:
Multivolume work
Structure type:
Chapter

Contents

Table of contents

  • XXII ISPRS Congress 2012
  • Technical Commission VII (B7)
  • Cover
  • Title page
  • TABLE OF CONTENTS
  • International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences Volume XXXIX, Part B7, Commission VII - elSSN 2194-9034
  • [VII/1: PHYSICAL MODELLING AND SIGNATURES IN REMOTE SENSING]
  • [VII/2: SAR INTERFEROMETRY]
  • [VII/3: INFORMATION EXTRACTION FROM HYPERSPECTRAL DATA]
  • [VII/4: METHODS FOR LAND COVER CLASSIFICATION]
  • [VII/5: METHODS FOR CHANGE DETECTION AND PROCESS MODELLING]
  • FOREST RESOURCES STUDY IN MONGOLIA USING ADVANCED SPATIAL TECHNOLOGIES D. Amarsaikhan, M. Saandar, V. Battsengel, Sh. Amarjargal
  • A SEMIAUTOMATIC ANOMALOUS CHANGE DETECTION METHOD FOR MONITORING AIMS G. Artese, V. Achilli, M. Fabris, M. Perrelli
  • SEASONAL DIFFERENCES IN SPATIAL SCALES OF CHLOROPHYLL-A CONCENTRATION IN LAKE TAIHU, CHINA Ying Bao, Qingjiu Tian, Shaojie Sun, Hongwei Wei, Jia Tian
  • DETERMINATION OF MAGNITUDE AND DIRECTION OF LAND USE/ LAND COVER CHANGES IN TERKOS WATER BASIN, ISTANBUL F. Bektas Balcik, C. Goksel
  • KERNEL-COMPOSITION FOR CHANGE DETECTION IN MEDIUM RESOLUTION REMOTE SENSING DATA Andreas Ch. Braun, Uwe Weidner, Stefan Hinz
  • METHODS FOR MULTITEMPORAL ANALYSIS OF SATELLITE DATA AIMED AT ENVIRONMENTAL RISK MONITORING M. Caprioli, A. Scognamiglio
  • MULTI-TEMPORAL SAR CHANGE DETECTION AND MONITORING S. Hachicha, F. Chaabane
  • 3D BUILDING CHANGE DETECTION USING HIGH RESOLUTION STEREO IMAGES AND A GIS DATABASE G. R. Dini, K. Jacobsen, F. Rottensteiner, M. Al Rajhi, C Heipke
  • IDENTIFYING BUILDING CHANGE USING HIGH RESOLUTION POINT CLOUDS - AN OBJECT-BASED APPROACH Steve du Plessis
  • AN INVESTIGATION OF AUTOMATIC CHANGE DETECTION FOR TOPOGRAPHIC MAP UPDATING Patricia Duncan & Julian Smit
  • CEST ANALYSIS: AUTOMATED CHANGE DETECTION FROM VERY-HIGH-RESOLUTION REMOTE SENSING IMAGES Manfred Ehlers, Sascha Klonus, Thomas Jarmer, Natalia Sofina, Ulrich Michel, Peter Reinartz, Beril Sirmacek
  • AUTOMATIC MOVING VEHICLE'S INFORMATION EXTRACTION FROM ONE-PASS WORLDVIEW-2 SATELLITE IMAGERY Rakesh Kumar Mishra
  • ENVIRONMENTAL CHANGES ANALYSIS IN BUCHAREST CITY USING CORONA, SPOT HRV AND IKONOS IMAGES Ioan Noaje, Ion Gr. Sion
  • SEMI-AUTOMATED CLOUD/SHADOW REMOVAL AND LAND COVER CHANGE DETECTION USING SATELLITE IMAGERY A. K. Sah, B. P. Sah, K. Honji, N. Kubo, S. Senthil
  • ON THE USE OF DUAL-CO-POLARIZED TERRASAR-X DATA FOR WETLAND MONITORING A. Schmitt, T. Leichtle, M. Huber, A. Roth
  • OBJECT-BASED CHANGE DETECTION USING HIGH-RESOLUTION REMOTELY SENSED DATA AND GIS N. Sofina, M. Ehlers
  • EVALUATION OF TERRESTRIAL LASER SCANNING FOR RICE GROWTH MONITORING N. Tilly, D. Hoffmeister, H. Liang, Q. Cao, Y. Liu, V. Lenz-Wiedemann, Y. Miao, G. Bareth
  • ACCURACY IMPROVEMENT OF CHANGE DETECTION BASED ON COLOR ANALYSIS J. Wang, H. Koizumi, T. Kamiya
  • QUANTITATIVE ANALYSIS OF URBAN EXPANSION IN CENTRAL CHINA Y. Zeng, Y. Xu, S. Li, L. He, F. Yu, Z. Zhen, C. Cai
  • EVALUATING THE CONSISTENCY OF REMOTE SENSING BASED SNOW DEPTH PRODUCTS IN ARID ZONE OF WESTERN CHINA Qiming Zhou & Bo Sun
  • UPDATING BUILDING MAPS BASED ON OBJECT EXTRACTION AND BUILDING HEIGHT ESTIMATION L. Zhu, H. Shimamura, K. Tachibana
  • [VII/6: REMOTE SENSING DATA FUSION]
  • [VII/7: THEORY AND EXPERIMENTS IN RADAR AND LIDAR]
  • [VII/3, VII/6, III/2, V/3: INTEGRATION OF HYPERSPECTRAL AND LIDAR DATA]
  • [VII/7, III/2, V/1, V/3, ICWG V/I: LOW-COST UAVS (UVSS) AND MOBILE MAPPING SYSTEMS]
  • [VII/7, III/2, V/3: WAVEFORM LIDAR FOR REMOTE SENSING]
  • [ADDITIONAL PAPERS]
  • AUTHOR INDEX
  • Cover

Full text

    
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peaks of the 2D histogram within a watershed region. The ones 
with grids greater than a certain value are regarded as a building. 
2.1.3 Building extraction using MCWS method 
Since some small buildings with very small areas, low heights 
and plane roofs are easily misdetected, the MCWS method, 
which is an improved method based on general watershed 
segmentation, is applied. 
Watershed segmentation to gray level images is suitable to 
separate different objects from each others. But it will not give 
the actual boundaries of each object. The boundary between 
two objects by watershed segmentation just locates somewhere 
between them, not exactly the object contour. 
Watershed segmentation to gradient image can solve this 
problem and give a real contour of the object. If we apply 
watershed segmentation to a gradient image, the catchment 
basins will be the dark regions of the gradient image, which 
should theoretically correspond to the homogeneous grey level 
regions. The watershed segmentation will stop at the contours 
of the dark objects in the gray level image. 
However, in practice, this transform produces an important 
over-segmentation due to noise or local irregularities in the 
gradient image. To avoid the over-segmentation, a marker 
controlled watershed is introduced (Gao et al., 2001, Salembier 
et al., 1994). Here, the watershed segmentation is implemented 
to the gradient of NDSM (GNDSM). A marker is an area which 
is the initial of a catchment basin. By giving each object and the 
background a marker, and making them the catchment bases, 
the desired objects can be segmented from the background. 
Buildings, trees, and other off-terrain objects are taken as the 
foreground objects and are assigned the foreground markers. A 
foreground marker is a spot. If it is the catchment basin for the 
gradient then the marker will grow to an object. There will be 
as many objects as foreground markers. 
The foreground marker is detected by local maxima. The local 
maximum of an object may be a spot with certain area as a 
marker. For the buildings with flat roofs, all the pixels in the 
roofs will be detected as the local maximums in the ideal case. 
In practice, most pixels of the roof, especially in the center, will 
be detected as the marker spot. For some objects, because they 
have more than one obstruction in the roof, there will be several 
markers detected and consequently they will be segmented as 
several objects. This disadvantage can be avoided by merging 
the large regions with the foreground markers. 
The ground of NDSM is taken as the background and is 
assigned the background marker. Because the watershed of the 
segmentation of the NDSM generally locates between objects, 
it is initially taken as the marker of the background. Sometimes 
the background marker crosses large regions so that these 
objects will grow to the background. A refined procedure is 
implemented to maintain these foreground markers. 
2.1.4 Extraction of newly-built buildings 
The final result of building object extraction can be acquired by 
merging the results derived by the MCWS method with that of 
the LSNAT method. Then, newly-built buildings can be 
detected by overlying the results of extracted buildings on 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXIX-B7, 2012 
XXII ISPRS Congress, 25 August — 01 September 2012, Melbourne, Australia 
building map. Newly-built buildings can be detected as 
extracted building objects where there is no building in the 
building map. 
2.2 Detection of demolished and reconstructed buildings 
Height information is one of the most important characteristics 
of the objects on the ground, and shows the status of ground 
surface. It is also very effective information in order to handle 
building change, and should be utilized for building change 
detection. In this study, detection of demolished and 
reconstructed buildings is performed based on estimating the 
height of each building using existing building maps and newly- 
acquired DSMs. Figure 2 shows the illustration of building 
height estimation. The proposed approach is explained in a step 
wise procedure below. 
  
   
    
Inner polygonal 
buffer 
> 
Building 
height 
  
le 
Outskirt buffer 
  
Figure 2. Illustration of building height estimation 
2.2.1 Estimation of local ground altitude 
The first step for building height estimation is to acquire the 
local ground altitude surrounding each building. Based on the 
building map data, an outskirt buffer around a building polygon 
is generated. Then, the minimum height inside the outskirt 
buffer is explored to acquire the altitude of the local ground 
area around the building. 
2.2.2 Estimation of building altitude 
The altitude of each building also needs to be acquired. 
Considering the uncertainty involving the gap between a 
building polygon and DSM, and the quality of DSM data at the 
border of a building, etc., an inner polygonal buffer is created 
inside the building polygon. Then, the altitude of inner 
polygonal buffer is acquired by exploring the minimum height 
of the inner polygonal buffer. This altitude corresponds to the 
altitude of the building polygon. 
2.2.3 Building height estimation 
Next, the height of the building can be estimated directly by 
subtracting the altitude of the building polygon from the ground 
altitude surrounding the building. 
2.2.4 Extraction of demolished and reconstructed buildings 
Finally, by comparing the building height with a pre-defined 
threshold, the status of the building, i.e. unchanged, demolished 
or reconstructed can be detected. If a building is demolished or 
reconstructed, the obtained building height should be very low 
hence can be simply detected. 
  
	        

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