Accuracy Characteristics of ALOS World 3D 30m DSM

Similar documents
PROBLEMS AND LIMITATIONS OF SATELLITE IMAGE ORIENTATION FOR DETERMINATION OF HEIGHT MODELS

DIGITAL HEIGHT MODELS BY CARTOSAT-1

CHARACTERISTICS OF WORLDWIDE AND NEARLY WORLDWIDE HEIGHT MODELS

DIGITAL SURFACE MODELS IN BUILD UP AREAS BASED ON VERY HIGH RESOLUTION SPACE IMAGES

DEM GENERATION WITH SHORT BASE LENGTH PLEIADES TRIPLET

DIGITAL SURFACE MODELS OF CITY AREAS BY VERY HIGH RESOLUTION SPACE IMAGERY

Geometric Accuracy Evaluation, DEM Generation and Validation for SPOT-5 Level 1B Stereo Scene

Improving wide-area DEMs through data fusion - chances and limits

GEOMETRIC AND MAPPING POTENTIAL OF WORLDVIEW-1 IMAGES

FILTERING OF DIGITAL ELEVATION MODELS

NEXTMap World 10 Digital Elevation Model

VALIDATION OF A NEW 30 METER GROUND SAMPLED GLOBAL DEM USING ICESAT LIDARA ELEVATION REFERENCE DATA

PERFORMANCE OF LARGE-FORMAT DIGITAL CAMERAS

TOPOGRAPHIC ESTIMATION BY TERRASAR-X

NEXTMap World 30 Digital Surface Model

BUNDLE BLOCK ADJUSTMENT WITH HIGH RESOLUTION ULTRACAMD IMAGES

Lecture 4: Digital Elevation Models

Digital Elevation Models

DETECTION OF CHANGES IN ISTANBUL AREA WITH MEDIUM AND HIGH RESOLUTION SPACE IMAGES

PERFORMANCE VALIDATION OF HIGH RESOLUTION DIGITAL SURFACE MODELS GENERATED BY DENSE IMAGE MATCHING WITH THE AERIAL IMAGES

DEVELOPMENT OF ORIENTATION AND DEM/ORTHOIMAGE GENERATION PROGRAM FOR ALOS PRISM

Comparison of Image Orientation by IKONOS, QuickBird and OrbView-3

Files Used in this Tutorial

EVALUATION OF ZY-3 FOR DSM AND ORTHO IMAGE GENERATION

GEOMETRY AND INFORMATION CONTENTS OF LARGE SIZE DIGITAL FRAME CAMERAS

Alberta-wide ALOS DSM "ALOS_DSM15.tif", "ALOS_DSM15_c6.tif"

GEOMETRIC CONDITIONS OF SPACE IMAGERY FOR MAPPING

EVALUATION OF DIFFERENT DIGITAL ELEVATION MODELS

Mountain mapping and DSM generation using high resolution satellite image data

UP TO DATE DSM GENERATION USING HIGH RESOLUTION SATELLITE IMAGE DATA

Automatic generation of digital surface models from IKONOS stereo imagery and related application

DSM GENERATION FROM EARLY ALOS/PRISM DATA USING SAT-PP

The TanDEM-X Mission: Data Collection and Deliverables

UPDATING OBJECT FOR GIS DATABASE INFORMATION USING HIGH RESOLUTION SATELLITE IMAGES: A CASE STUDY ZONGULDAK

New Requirements for the Relief in the Topographic Databases of the Institut Cartogràfic de Catalunya

SimActive and PhaseOne Workflow case study. By François Riendeau and Dr. Yuri Raizman Revision 1.0

Automated Extraction of Buildings from Aerial LiDAR Point Cloud and Digital Imaging Datasets for 3D Cadastre - Preliminary Results

LIDAR MAPPING FACT SHEET

SPOT-1 stereo images taken from different orbits with one month difference

Improvement of the Edge-based Morphological (EM) method for lidar data filtering

Digital Elevation Models (DEM)

InSAR DEM; why it is better?

GEOMETRY OF DIGITAL FRAME CAMERAS INTRODUCTION

Accuracy Enhancement of ASTER Global Digital Elevation Models Using ICESat Data

LiDAR data pre-processing for Ghanaian forests biomass estimation. Arbonaut, REDD+ Unit, Joensuu, Finland

Calibration of IRS-1C PAN-camera

A TEST OF AUTOMATIC BUILDING CHANGE DETECTION APPROACHES

REMOTE SENSING LiDAR & PHOTOGRAMMETRY 19 May 2017

ACCURACY COMPARISON OF VHR SYSTEMATIC-ORTHO SATELLITE IMAGERIES AGAINST VHR ORTHORECTIFIED IMAGERIES USING GCP

High Resolution Digital Elevation Model (HRDEM) CanElevation Series Product Specifications. Edition

PRISM geometric Cal/Val and DSM performance

Overview. 1. Aerial LiDAR in Wisconsin (20 minutes) 2. Demonstration of data in CAD (30 minutes) 3. High Density LiDAR (20 minutes)

MODEL DEFORMATION ACCURACY OF DIGITAL FRAME CAMERAS

Small-footprint full-waveform airborne LiDAR for habitat assessment in the ChangeHabitats2 project

EXAMINING THE ADVANTAGES OF AIRBORNE LIDAR INTEGRATED WITH GIS IN HYDROLOGIC MODELLING

BUILDING DETECTION AND STRUCTURE LINE EXTRACTION FROM AIRBORNE LIDAR DATA

Automated Feature Extraction from Aerial Imagery for Forestry Projects

Point Cloud Classification

BUILDING HEIGHT ESTIMATION IN URBAN AREAS FROM VERY HIGH RESOLUTION SATELLITE STEREO IMAGES

Digital Elevation Models (DEMs)

Presented at the FIG Congress 2018, May 6-11, 2018 in Istanbul, Turkey

ACCURACY ASSESSMENT OF RADARGRAMMETRIC DEMS DERIVED FROM RADARSAT-2 ULTRAFINE MODE

EVALUATION OF INSAR DEM FROM HIGH-RESOLUTION SPACEBORNE SAR DATA

Comeback of Digital Image Matching

Analysis of SRTM DTM - Methodology and practical results *

LIDAR and Terrain Models: In 3D!

ACCURACY OF DIGITAL ORTHOPHOTOS FROM HIGH RESOLUTION SPACE IMAGERY

ELIMINATION OF THE OUTLIERS FROM ASTER GDEM DATA

Digital photogrammetry project with very high-resolution stereo pairs acquired by DigitalGlobe, Inc. satellite Worldview-2

DSM generation with the Leica/Helava DPW 770 and VirtuoZo digital photogrammetric systems

Remote sensing techniques applied to seismic vulnerability assessment

WORLDDEM A NOVEL GLOBAL FOUNDATION LAYER

Chapters 1 7: Overview

The Use of UAV s for Gathering Spatial Information. James Van Rens CEO MAPPS Winter Conference January, 2015

Contents of Lecture. Surface (Terrain) Data Models. Terrain Surface Representation. Sampling in Surface Model DEM

Revision History. Applicable Documents

REGISTRATION OF AIRBORNE LASER DATA TO SURFACES GENERATED BY PHOTOGRAMMETRIC MEANS. Y. Postolov, A. Krupnik, K. McIntosh

Surface and Terrain Models

DETERMINATION OF IMAGE ORIENTATION SUPPORTED BY IMU AND GPS

3D CITY MODELLING WITH CYBERCITY-MODELER

Section 5 Orthoimage generation

EXTRACTING ORTHOGONAL BUILDING OBJECTS IN URBAN AREAS FROM HIGH RESOLUTION STEREO SATELLITE IMAGE PAIRS

ACCURACY AND RADIOMETRIC STUDY ON LATEST GENERATION LARGE FORMAT DIGITAL FRAME CAMERAS

Assessing the Performance of Different Direct-Georeferencing with Large Format Digital Cameras

MODELLING FOREST CANOPY USING AIRBORNE LIDAR DATA

ENY-C2005 Geoinformation in Environmental Modeling Lecture 4b: Laser scanning

EXTRACTING ORTHOGONAL BUILDING OBJECTS IN URBAN AREAS FROM HIGH RESOLUTION STEREO SATELLITE IMAGE PAIRS

Image Services for Elevation Data

INSAR DEMS; ACHIEVEMENTS AND BENEFITS

Accuracy Assessment of an ebee UAS Survey

ANALYSIS OF DEM COMBINATION METHODS USING HIGH RESOLUTION OPTICAL STEREO IMAGERY AND INTERFEROMETRIC SAR DATA

EVALUATION OF WORLDVIEW-1 STEREO SCENES AND RELATED 3D PRODUCTS

AUTOMATIC BUILDING DETECTION FROM LIDAR POINT CLOUD DATA

2. POINT CLOUD DATA PROCESSING

THE EFFECT OF TOPOGRAPHIC FACTOR IN ATMOSPHERIC CORRECTION FOR HYPERSPECTRAL DATA

Light Detection and Ranging (LiDAR)

THE EUROSDR PROJECT AUTOMATED CHECKING AND IMPROVING OF DIGITAL TERRAIN MODELS

IMAGE MATCHING AND OUTLIER REMOVAL FOR LARGE SCALE DSM GENERATION

Terrain Modeling and Mapping for Telecom Network Installation Using Scanning Technology. Maziana Muhamad

CEOS-WGCV38 Terrain Mapping Sub-group: Current Status and GEO IN-02-C2.1 report

Transcription:

Accuracy Characteristics of ALOS World 3D 30m DSM Karsten Jacobsen Leibniz University Hannover, Germany Institute of Photogrammetry and Geoinformation jacobsen@ipi.uni-hannover.de 1

Introduction Japanese space agency JAXA generated with all usable ALOS PRISM images height model ALOS World 3D (AW3D) covering landmass from 82 southern to 82 northern latitude with point spacing 0.15 arcsec (~5m) as commercial version - nominal SZ = 5m ALOS PRISM active from January 2006 May 2011, 2.5m GSD, tri-stereo, max b:h=1:1 Reduced version with 1 arcsec (~30m) is available as AW3D30 free of charge limit of SRTM available AW3D30 gaps due to clouds Possible replacement of SRTM DSM (limited to -56 +60 latitude) 1 x1 Bogota, 28% gaps 2

Large area covering free of charge height models DSM from Shuttle Radar Topography Mission (SRTM) imaging 11 days in February 2000 since September 2014 with exception of Near East available with 1 arcsec point spacing (~30m) SRTM DSM currently standard for several applications ASTER GDEM2 based on all usable ASTER PRISM Images, point spacing 1 arcsec, similar range as AW3D Bright area: SRTM only 3 arcsec point spacing (~90m) 60-56 82-82 ICESat only satellite laser profiler, footprint 70m, SZ=0.2m but satisfying flat part required No height model, but usable for orientation of height models 3

Quality Information of AW3D30 Square mean AW3D30 against SRTM, ASTER GDEM2 and ICESat within 1 x 1 unit 5 used test areas Sainte-Maxime: France at Mediterranean Sea, small part not dense urban area, agriculture, mountains, mostly covered by forest Zonguldak: Turkey at Black Sea, rough mountains, partly forest + dense urban area Karaburun: Turkey at Black Sea, mountains, partly forest, quarries, gravel pits, dumps Jordan: Dead Sea up to Amman, soft mountains, nearly no vegetation Mausanne: France, larger parts of flat agriculture, mountains covered by forest Characteristics of test areas explaining the varying root mean square differences 4

Quality Information of AW3D30 Test area marked in 1 x 1 distribution unit Mask of available data no data: Black Sea + reservoir - only test area Frequency distribution of correlation coefficients Number of images/object point Percentage including sea 5

Images/point Test area Sainte-Maxime, France 15 Reference DSM from digital aerial images (IGN) SZ as number of images/point) SZ = 4.29m 0.14m x images/point number Images/point Frequency distribution of DZ with overlaid normal distribution as F(SZ) and F(NMAD) Kurtosis = 1.03, skewness = 0,50 DZ NMAD = normalized median absolute deviation - in case of normal distribution NMAD = SZ Normal distribution based as F(NMAD) usually fits better to frequency distribution as F(SZ) NMAD is characterizing the frequency distribution of DZ better as SZ 6

Test area Saintes-Maxime, France whole area slope<10% slope>10% DZ Color coded height differences AW3D30 against reference-dsm Influence of vegetation visible reference-dsm imaging ~July 2014 ALOS-PRISM 2006-2011 Google AW3D30 ~ 25% more accurate as SRTM DSM As usual flat areas (<10% slope) more accurate as whole area including areas with slope > 10% 7

Test area Zonguldak, Turkey Google mountainous, partially harshly, partially forest, partially mountainous city area Color coded number of images/point in average: 6.7 images/point images/point SZ as F(images/point) SZ=9.20m 0.90m x images/point 8

Test area Zonguldak, Turkey Google DZ Whole area slope<10% relative DZ AW3D30 against reference DTM But only points on ground determined directly in aerial model Comparison of AW3D30 with other free available DSM; AWD3D30 clearly better as other, SRTM C (3 arcsec) and SRTM X (1 arcsec) similar, ASTER GDEM2 not as good, only relative accuracy < as for SRTM 9

DZ Test area Karaburun, Turkey DZ AW3D30 against LiDAR DSM without quarries, gravel pits and dumps whole area slope < 10% slope > 10% Difference LiDAR 2014 to phogrammetric survey 2005 Comparison of AW3D30 with LiDAR DSM; AWD3D30 clearly better as SRTM DSM AW3D30 only based on 3 stacks 10

number of images/point Test area Jordan SZ as F(images/point) SZ = 4.08m 0.18m x images/point In average 5.3 images/point DZ AW3D30 against reference DSM DZ Images/point Whole area slope<10% relative SZ and NMAD of AW3D30 ~ 60% von SRTM DSM ASTER DGEM2 not as good, only relative accuracy better as for SRTM Jordan results better as for Zonguldak nearly no vegetation, surface not as rough 11

number of images/point Test area Mausanne SZ as F(images/point) SZ = 5.02m 0.14m x images/point average 12.7 images/point DZ Bilder/Punkt Whole area slope<10% slope>10% SRTM and AW3D30 filtered to DTM due to reference DTM DZ AW3D30 against reference DTM 12

conclusion Accuracy varying from test area to test area vegetation different, different urban areas, different terrain slope, different roughness, different number of images/point AW3D30 quality file includes accuracy trend NMAD should be preferred as accuracy figure instead of SZ Accuracy depends upon terrain slope Accuracy depends upon number of images/point in average: SZ = 4.46m 0.15 x images/point ASTER GDEM2 not as good as AW3D30 and SRTM, only relative accuracy of GDEM2 better as for SRTM Up to now GDEM2 used for area -56 up to -82 southern latitude and for 60 up to 82 northern latitude as standard reference DSM 13

conclusion Average of 5 test areas Accuracy relation ~ 1.5 (SRTM) : 1 (AW3D30) SRTM: NM=4.51 + 3.68 x tan(slope) AW3D: NM=2.83 + 3.67 x tan(slope) SZ= 5.63m 0.34m x images/point without Zonguldak: SZ = 4.35m 0.15m x images/point Advantage of AW3D30 against SRTM: more accurate, coverage +/-82 latitude, point spacing in general1 arcsec (~ 30m); nevertheless there are some areas with gaps due to cloud coverage Of course there are commercial DSM / DTM more precise and with smaller point spacing as AW3D30 - e.g. World DEM (TanDEM X) and AW3D 14