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AS INOVAÇÕES DO LASER AEROTRANSPORTADO: SUAS VANTAGENS PARA MAPEAMENTO DE DUTOS
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inovacoes_laser_2007.pdf - 845 KB
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POR SILAS SALLEM FILHO
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Esta pesquisa tem por objeto apresentar os resultados dos sistemas de perfilamento a LASER aerotransportado em
experiências práticas para mapeamento de dutos. Para embasar as reflexões pretendidas, o trabalho desenvolve-se em
dois momentos que se relacionam – o conceitual e o empírico. Num primeiro momento é feita uma revisão do
referencial conceitual que compreende a criação dos primeiros equipamentos LASER comerciais até às vantagens
advindas das inovações tecnológicas, para mapeamento de dutos. Num segundo momento, apresenta-se um panorama
de experiências técnicas no mapeamento de dutos, que constatam inovações advindas das novas tecnologias dos
sistemas a LASER, tais como: as melhorias no delineamento do terreno, através da grande quantidade de pontos
emitidos pelo sistema; o aumento significativo da largura das faixas de vôo LASER em função dos equipamentos
permitirem maior altura de vôo; o ganho de qualidade horizontal, na medição das coordenadas planimétricas e o
ganho de qualidade das imagens obtidas a partir dos pontos do levantamento LASER. Por fim, constata-se a agilidade
apresentada pelo mercado de LASER aerotransportado.
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http://www.lidarcomm.com/id29.html
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BY KUMAR NAVULUR, V.P. BUSINESS DEVELOPMENT, PIXXURES INC.
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Ordering the imagery with right parameters is crucial for getting the best value for your investment. Multi-spectral Imagery contains rich spectral content that can be exploited for variety
of applications in upstream as well as down stream applications in the Oil & Gas industry, for encroachment monitoring for pipelines, extracting impervious surfaces for storm water billing
and watershed modeling, change detection for environmental studies, vegetation analysis for agriculture and forestry, and others. When ordering imagery, users are often presented with
myriad of options or not enough parameters to select the right imagery for their application. The three order parameters that will ensure you order the right imagery are:
1. Number of spectral bands 2. Radiometric Resolution (i.e. 8 bit or 16 bits) and 3. File format and tile size
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ALL LIDAR DATA IS NOT CREATED EQUAL: A DISCUSSION ABOUT THE LIDAR PRODUCTION PROCESS.
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http://www.lidarcomm.com/id28.html
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BY ROLAND MANGOLD AND JAN VAN SICKLE, PLS
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Aerial LiDAR is accepted as the most efficient and cost-effective means to create accurate digital elevation and terrain data. It has become the standard for flood mapping and
many other applications requiring fast, accurate, inexpensive Digital Terrain Models (DTMs), Digital Elevation Models (DEMs) and other geospatial features. But exactly how those final
deliverables such as DTMs, DEMs and topographic features are derived has been a mystery to many LiDAR customers and data users.
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DIRETÓRIO COM RESUMO DE TRABALHOS NA ÁREA DE LIDAR SEPARADOS POR AUTOR E POR PALAVRA-CHAVE.
http://www.geo.unizh.ch/rsl/services/bibliographies/lidar/index.html
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IMPACT OF LIDAR NOMINAL POST-SPACING ON DEM ACCURACY AND FLOOD ZONE DELINEATION
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impact_of_lidar_nominal_post-spacing_on_dem_accuracy_and_flood_zone_delineation.pdf - 6.655 KB
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GEORGE T. RABER JOHN R. JENSEN MICHAEL E. HODGSON JASON A. TULLIS BRUCE A. DAVIS JUDITH BERGLUND
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Lidar data have become a major source of digital terrain information for use in many applications including hydraulic modeling and flood plane mapping.
Based on established relationships between sampling intensity and error, nominal post-spacing likely contributes significantly to the error budget.
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BUILDING BOUNDARY TRACING AND REGULARIZATION FROM AIRBORNE LIDAR POINT CLOUDS
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building_boundary_tracing_and_regularization_from_airborne_lidar_point_clouds.pdf - 4.490 KB
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APARAJITHAN SAMPATH JIE SHAN
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Building boundary is necessary for the real estate industry, flood management, and homeland security applications. The extraction of building boundary is also a crucial and difficult step towards generating city models.
This study presents an approach to the tracing and regularization of building boundary from raw lidar point clouds.
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AN EVALUATION OF LIDAR-DERIVED ELEVATION AND TERRAIN SLOPE IN LEAF-OFF CONDITIONS
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An_Evaluation_of_Lidar-derived_Elevations.pdf - 7.080 KB
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MICHAEL E. HODGSON JOHN JENSEN GEORGE RABER JASON TULLIS BRUCE A. DAVIS GARY THOMPSON KAREN SCHUCKMAN
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The effects of land cover and surface slope on lidar-derived elevation data were examined for a watershed in the piedmont of North Carolina. Lidar data were
collected over the study area in a winter (leaf-off) overflight. Survey-grade elevation points (1,225) for six different land cover classes were used as reference
points. Root mean squared error (RMSE) for land cover classes ranged from 14.5 cm to 36.1. Land cover with taller canopy vegetation exhibited the largest errors.
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ASPRS RELEASES UPDATE TO LAS LIDAR DATA EXCHANGE FORMAT STANDARD
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asprs.pdf - 788 KB
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ASPRS released version 1.1 of the ASPRS Lidar Data Exchange Format Standard (LAS) at its 71ST Annual ASPRS Conference and Exhibition held
in Baltimore, Maryland in March. This binary data exchange format is an industry standard for the exchange of lidar data between various hardware manufacturers,
software developers, data providers and end users.
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DEM GENERATION AND BUILDING DETECTION FROM LIDAR DATA
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DEM_Generation_and_Building_Detection_from_Lidar_Data.pdf - 7.185 KB
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RUIJIN MA
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Object reconstruction has attracted great attention from both computer vision and photogrammetry communities, and new technologies are being introduced into this research society. Lidar
(Light Detection And Ranging) has become well recognized in the geomatics community since the late 1990s. Compared with traditional photogrammetry, lidar has advantages in measuring
surface in terms of accuracy and density, automatic, and fast delivery time.
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EFFECTS OF TERRAIN MORPHOLOGY, SAMPLING DENSITY, AND INTERPOLATION METHODS ON GRID DEM ACCURACY
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Effects_of_Terrais_Morphology.pdf - 14.270 KB
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FERNANDO J. AGUILAR FRANCISCO AGÜERA MANUEL A. AGUILAR FERNANDO CARVAJAL
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This paper explores the effects of terrain morphology, sampling density, and interpolation methods for scattered sample data on the accuracy of interpolated
heights in grid Digital Elevation Models (DEM). Sampled data were collected with a 2 by 2 meters sampling interval from seven different morphologies, applying
digital photogrammetric methods to large scale aerial stereo imagery (1:5000).
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FILLING IN THE GAPS WITH COMPLEMENTARY TECHNOLOGIES
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Filling_in_the_Gaps_with_Complementary_Technologies.pdf - 4.645 KB
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RON ROTH
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The use of airborne laser profiling has increased in a varlety of surveying and mapping applications. Concurrently with this increase in usage, the performance
of airborne laser profiling systems has increased dramatically over the past several years. Nonetheless, users of these systems have recognized that there are
still applications in which airborne surveys provide inadequate results (compared to ground-based systems) despite current high performance levels. In this article
we will review the history and convergence of airborne - and ground-based lidar technologies. We will also demonstrate how the two technologies can be employed
either 1) separately ot 2) jointly in a complementary fashion.
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THE LAS I.I STANDART
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The_LAS_I-I_Standard.pdf - 3.708 KB
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LEWIS GRAHAM, ASPRS LIDAR COMMITTEE
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The introduction of a standart file format (LAS 1.0) for lidar data in 2002 has been very successful as evidenced by the fact that all major software vendors have
adopted the standart and customers are routinely requiring that lidar data be delivered according to this standard. As with any standard, usage has made it apparent
that changes need to be made both due to omissions in the original design as well as continuing maturity of the lidar industry.
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RECENT U.S. GEOLOGICAL SURVEY APLLICATIONS OF LIDAR
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Recent_US_Geological_Survey_Applications_of_Lidar.pdf - 1.240 KB
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VIVIAN R. QUEIJA, JASON M. STOKER, AND JOHN J. KOSOVICH
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As lidar (light detection and ranging) techonology matures, more applications are being explored by U.S. Geological Survey (USGS) scientists throughout the
Nation, both in collaboration with other Federal agencies and alone in support of USGS natural-hazards research (Crane et al., 2004). As the techonology
continues to improve and evolve, USGS scientists are finding new and unique methods to use and represent high-resolution lidar data, and new ways to make
these data and derived information publicly available. Different lidar sensors and configurations have offered opportunities to use high-resolution elevation data
for a variety of projects across all disciplines of the USGS. The following examples are just a few of the diverse projects in the USGS where lidar data is being used.
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CONFIGURING AN AIRBORNE LASER SCANNER FOR DETECTING AIRPORT OBSTRUCTIONS
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Configuring_an_Airborne_Laser_Scanner_for_Detecting_Airport_Obstructions.pdf - 2.614 KB
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CHRISTOPHER E. PARRISH, GRADY H. TUELL, WILLIAM E. CARTER, AND RAMESH L. SHRESTHA
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To ensure the safety of the national airspace system, the Federal Aviation Administration (FAA) oversees surveying programs with the good of geolocating
vertical features that penetrate 3D Obstruction Identification Surfaces (OIS) around airfileds. These OIS are defined mathematically and are based on the layout
of the runways, the types of eletronic navigation equipment used for each runway, and other factors. Under a series of interagency agreements, the National
Geodetic Survey (NGS) is tasked with supplying obstruction survey data to the FAA.
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PERSPECTIVAS DE UTILIZAÇÃO DE SISTEMAS MICROELETROMECÂNICOS (MEMS) VISANDO A INTEGRAÇÃO GPS/INS DE BAIXO CUSTO
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IntegrGPS-INS.pdf - 196 KB
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SANDRO REGINATO SOARES DE LIMA SÍLVIO ROGÉRIO CORREIA DE FREITAS CLÁUDIA PEREIRA KRUEGER
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Em levantamentos geodésicos, a integração GPS/INS enfrenta desafios em relação a
questões de alto custo dos instrumentos e ausência de recursos computacionais específicos. A utilização
de dispositivos de baixo custo, baseados em tecnologia MEMS (MicroElectroMechanical Systems),
procura a redução do custo instrumental. Desta forma, utilizou-se um dispositivo de baixo custo contendo
acelerômetros baseados em MEMS. Entretanto, os sensores inerciais foram observados apenas em modo
estático, em laboratório. Neste caso, as observações representam ruído que pode ser utilizado como
parâmetro no processo de integração GPS/INS. O monitoramento de vibrações e da inclinação de
estruturas são exemplos de aplicações que podem utilizar sensores operando desta forma. Conclui-se que
os dispositivos MEMS são uma realidade viável para a pesquisa de baixo custo. Além disso, é esperado o
desenvolvimento de novos sensores inerciais baseados em NEMS (NanoElectroMechanical Systems)
considerando-se os atuais investimentos em Nanotecnologia.
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REPORT: ISPRS COMPARISON OF FILTERS
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LiDARFilterComparisons.pdf - 1,29 MB
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GEORGE SITHOLE,
GEORGE VOSSELMAN
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As one of the tools for rapid topographic feature extraction, the commercial use of airborne laser scanning (ALS) has gained wider
acceptance in the last few years as more reliable and accurate systems are developed. While airborne laser scanning systems have
come a long way, the choice of appropriate data processing techniques for particular applications is still being researched. The tasks
in data processing include the “modeling of systematic errors”, “filtering”, “feature detection” and “thinning”. Of these tasks manual
classification (filtering) and quality control pose the greatest challenges, consuming an estimated 60 to 80% of processing time and
thus underlining the necessity for research in this are
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ESTADO ATUAL DOS SISTEMAS ALS NO BRASIL E NO MUNDO
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estado.pdf - 42 KB
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PROFa. Ms. MARIA CECÍLIA BONATO BRANDALIZE
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A técnica ALS (Airborne Laser Scanning), ou VLA (Varredura Laser Aerotransportada),
permite a coleta de nuvens de pontos semi-aleatoriamente distribuídos sobre a superfície do
terreno e, a partir do processamento off-line destas nuvens, a obtenção das coordenadas 3D
georreferenciadas dos pontos coletados e a conseqüente geração de modelos digitais 3D
(DEMs, DTMs e DSMs) da superfície varrida.
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PADRÕES DE CLASSIFICAÇÃO DE EQUIPAMENTOS LASER UTILIZADOS EM LEVANTAMENTOS TERRESTRES E AÉREOS
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PadroesSegurancaLaser.pdf - 158 KB
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PROFa. Ms. MARIA CECÍLIA BONATO BRANDALIZE
PROF. Dr.-ING. JÜRGEN PHILIPS
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O presente trabalho é resultado de uma pesquisa bibliográfica elaborada como parte do desenvolvimento da tese de
doutorado da autora sobre equipamento laser aerotransportado. A pesquisa estendeu-se também aos equipamentos laser
terrestres dada a importância de conhecer os padrões utilizados para sua classificação, em função do tipo de laser
utilizado e dos riscos potenciais que representam à saúde humana.
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PERFILAMENTO A LASER: COMPARAÇÃO COM MÉTODOS FOTOGRAMÉTRICOS
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brandalizeperf.pdf - 1.065 KB
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AMAURI ALFREDO BRANDALIZE
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Uma das atividades que mais consomem tempo na Fotogrametria é a obtenção de Modelos Digitais de
Elevação ou do Terreno (MDE ou MDT). Este subproduto cartográfico normalmente é utilizado para a retificação
diferencial de ortofotos ou para obtenção automática de curvas de nível. O Perfilamento a LASER é uma tecnologia que
está revolucionando esta metodologia, permitindo a obtenção do MDE de maneira mais direta, evitando processos
fotogramétricos ou levantamentos com outras técnicas como o GPS. Este trabalho apresenta uma comparação de
resultados na obtenção de MDT derivados de Correlação de Imagem, Curvas de Nível e Perfilamento a LASER.
Também são enfocados os aspectos de remoção automática de camada vegetal no MDT, uma das características
principais deste sistema.
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LIDAR PROCESSING: IT'S NOT BLACK MAGIC
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LIDARProcessing.pdf - 59 KB
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ROBERT A. FOWLER
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This is an oblique view of a point cloud of LIDAR points. The red portion of the image shows ground points,
and the green portion of the image shows the vegetation (tree canopy) points. Software can usually define the
difference through nearest-neighbor comparisons.
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PRODUCT DEFINITIONS AND GUIDELINES FOR USE IN SPECIFYING DELIVERABLES
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ProductDefinitionAndGuidelines.pdf - 214 KB
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MARTIN FLOOD
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Since the mid-1990s the science of laser altimetry has been actively adopted by the remote sensing community as a
tool for the rapid generation of accurate, high-resolution, digital terrain models. The fundamental science behind
laser altimetry has been studied for decades, going back to the 1960s, but it is only with the increased availability
of off-the-shelf sensors and the emergence of commercial data providers that this tool has seen wider deployment and
acceptance by geospatial data users. The advantages of laser altimetry include rapid turn-around times, generation
of relatively high-accuracy, high-density data sets and the ability to map in areas of low contrast, low relief or
relatively dense vegetation cover. The disadvantages include relatively high cost on a project basis, a lack of direct
object-oriented information (imagery, spectral information), data processing issues related to robust, efficient
feature extraction (bare earth, break lines) and a lack of common standards and professional practices. As a result
laser altimetry, or lidar mapping as it is more commonly referred to in the mapping community, is increasingly used
in conjunction with other sensors ranging from traditional film imagery to integrated digital cameras, synthetic
aperture radar or hyperspectral scanners.
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SENSOR INTEGRATION AIDS MAPPING AT GROUND ZERO
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sensor.pdf - 465 KB
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MARY E. HIATT, USA
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Hours after the September 11.2001. attack on the Word Trade Center, the New York Office for Technology (NYSOFT)
was tasked with gathering and managing the airborne data collection over Ground Zero. On September 14, they enlisted
the help of Earthdata, an airborne mapping and remote sensing company headquartered in Washington, D.C.
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METHODS FOR MEASURING HEIGHT AND PLANIMETRY DISCREPANCIES IN AIRBORNE LASERSCANNER DATA
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methods.pdf - 2.495 KB
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HANS-GERD MAAS
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Airborne laserscanning (or lidar) has become a very important technique for the acquisition of digital terrain
model data. Beyond this, the technique is increasingly being used for the acquisition of point clouds for 3D modeling
of a wide range of objects, such as buildings, vegetation, or electrical power lines. As an active technique
is often specified to be on the order of one to two decimeters. By reason of its primary use in digital terrain
madeling, examinations of the precision potential of airborne laserscanning have so for been concentrated on the
height precision. With the use of the technique for general 3D reconstruction tasks and the increasing resolution
of laserscanner systems, the planimetric precision of laserscanner point clouds becomes an important issue.
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AIRBORNE LASER MAPPING FOR HIGHWAY ENGINEERING APPLICATIONS
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highway.pdf - 195 KB
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RON BERG, M.A.Sc., O.L.S. JAMES FERGUSON, B.Sc., O.L.S.
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Airborne laser mapping integrates three technologies into a single system to produce accurate digital terrain
models (DTM) of the earth’s surface. The three technologies, Light Detection and Ranging (LIDAR) using laser,
Global Positioning System (GPS) satellites, and Inertial Navigation Systems (INS), have all been available for
several years. Developments in all three technologies have allowed the integrated system to be utilized in an
airborne environment with increasing levels of accuracy.
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QUALITY CONTROL OF LIDAR ELEVATION DATA IN NORTH CAROLINA
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ip05_nc_lidar_qc.pdf - 82 KB
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NORTH CAROLINA COOPERATING TECHNICAL STATE MAPPING PROGRAM
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The requirements for digital elevation data for flood insurance studies should be determined
early in the process. Typically, for hydraulic modeling, elevation data equivalent to 4' contours
(RMSE = 37 cm) are appropriate for rolling to hilly terrain, and elevation data equivalent to 2'
contours (RMSE = 18.5 cm) are appropriate for flat terrain. North Carolina specified a RMSE of
20 cm for coastal counties and RMSE of 25 cm for inland counties.
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AIRBORNE LASER SCANNING AND DERIVATION OF DIGITAL TERRAIN MODELS
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Airbornels_DEM.pdf - 570 KB
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CHRISTIAN BRIESE, NORBERT PFEIFER
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Airborne laser scanning is widely used for the derivation of terrain information in
wooded or open areas but also for the production of building models in cities. For this, the
generation of a digital terrain model (DTM) is also required. In this paper laser scanning, and
the filtering and classification of laser scanner data with a specific algorithm are described.
The results for test data sets are presented.
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DUNWICH IRRIGATION AREA – COMPARING AIRBORNE LASER SCANNING WITH PHOTOGRAMMETRY
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ALSwithPhotom.pdf - 1.412 KB
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©AAM GEOSCAN PTY LTD
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Report on Airborne Laser Scanning (ALS) trials conducted over the Dunwich Irrigation
Area on North Stradbroke Island.A digital terrain model was required under dense vegetation.
Our client, Redland Shire
Council, considered two options. One approach was to use existing 1:10,000 aerial
photography, exposed just after a fire had reduced the vegetation on the site. The
second approach was to use Airborne Laser Scanning.
The existence of aerial photography exposed with little vegetation over the site, plus
ALS data captured through dense vegetation offered an interesting comparison of the
two survey methods.
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A COMPARISON BETWEEN PHOTOGRAMMETRY AND LASER SCANNING
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ComparisonLaserPhotog.pdf - 102 KB
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EMMANUEL P. BALTSAVIAS
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A comparison between data acquisition and processing from passive optical sensors and airborne laser scanning is
presented. A short overview and the major differences between the two technologies are outlined. Advantages and
disadvantages with respect to various aspects are discussed, like sensors, platforms, flight planning, data acquisition
conditions, imaging, object reflectance, automation, accuracy, flexibility and maturity, production time and costs. A more
detailed comparison is presented with respect to DTM and DSM generation. Strengths of laser scanning with respect to
certain applications are outlined. Although airborne laser scanning competes to a certain extent with photogrammetry and
will replace it in certain cases, the two technologies are fairly complementary and their integration can lead to more accurate
and complete products, and open up new areas of application. q1999 Elsevier Science B.V. All rights reserved.
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DERIVATION OF DIGITAL TERRAIN MODELS IN THE SCOP++ ENVIRONMENT
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DEM-SCOP-laser.pdf - 1.931 KB
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NORBERT PFEIFER, PHILIPP STADLER AND CHRISTIAN BRIESE
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Airborne laser scanning is widely used for the derivation of terrain information in wooded or open areas but also for the
production of building models in cities. For this, the generation of a digital terrain model (DTM) is also required. In this
paper the filtering and classification of laser scanner data with iterative robust linear prediction in a hierarchical fashion
using data pyramids is described. The coarse-to-fine approach is advantageous because it strengthens the robustness of
the method and makes it faster. The results for test data sets of the OEEPE are presented.
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AIRBORNE LASER SCANNING – A TOOL FOR MONITORING AND ASSESSING THE FORESTS AND WOODLANDS OF AUSTRALIA LASER ALTIMETRY REPORT 1
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DNR_Laser_Altimetry_Report_1.pdf - 1.591 KB
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CHRISTIAN WITTE, PHIL NORMAN, ROBERT DENHAM, DAVE TURTON, DAVE JONAS, PHIL TICKLE
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A methodology for forest inventory in south-east Queensland utilising airborne laser scanning was
assessed. Trials were conducted in open dry sclerophyll forest in St Marys State Forest near
Maryborough and dense wet sclerophyll and complex notophyll vine forest near Springbrook in the
Gold Coast hinterland. Use of a laser scanner for the production of digital terrain models (DTM’s) of
the ground and derivation of canopy height and foliage density was evaluated.
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ON THE MATCHING ACCURACY OF RASTERISED SCANNING LASER ALTIMETER DATA
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LaserAccuracy.pdf - 165 KB
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AVRIL BEHAN
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For certain applications irregularly distributed scanning laser altimeter data need to be rasterised - such as for use in GIS
systems and for creating DEMs. Also, least squares matching on a raster grid can enable the measurement of
planimetric and height shifts between overlapping strips of laser data. The shifts are a manifestation of errors in the
laser altimeter, most of which are caused by the positioning elements of the system (GPS and/or INS). These
translations form the input into a block adjustment to correct for relative and absolute errors. Here a discussion of the
issues related to deriving a regular grid of 2.5D points from the original data is presented, with particular reference to
the interpolation method, grid size, and quantisation level. An interpolation method based on a TIN of the original
points with a grid size that relates as closely as possible to the point density at acquisition is found to give the best
results. 8-bit quantisation is found to be sufficient for height differences of up to 100m.
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THE LOW DOWN ON LIDAR
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lidar.pdf - 18 KB
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ROBERT A. FOWLER
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Every once in a while a technology suddenly seems to catch peoples’ imagination and
you start hearing about it all the time. That’s been happening with LIDAR recently.
What is LIDAR? Well, like radar, it’s an acronym, except in this case it stands for LIght
Detection And Ranging. What does that mean? It is the technology, which uses light,
specifically a laser light, to measure distance.
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