A COMPARISON OF STANDARD FIXED-WING VS MULTIROTOR DRONE PHOTOGRAMMETRY SURVEYS

Similar documents
UAV s in Surveying: Integration/processes/deliverables A-Z. 3Dsurvey.si

2-4 April 2019 Taets Art and Event Park, Amsterdam CLICK TO KNOW MORE

UAS for Surveyors. An emerging technology for the Geospatial Industry. Ian Murgatroyd : Technical Sales Rep. Trimble

Airborne Laser Survey Systems: Technology and Applications

Reality Modeling Drone Capture Guide

a Geo-Odyssey of UAS LiDAR Mapping Henno Morkel UAS Segment Specialist DroneCon 17 May 2018

Harnessing GIS and Imagery for Power Transmission Inspection. ESRI European Users Conference October 15, 2015

Surveying like never before

THE VANGUARD LONG RANGE SURVEILLANCE DRONE BEST USED FOR SURVEILLANCE & SECURITY INSPECTION & DETECTION WILDLIFE & GAME

Trends in Digital Aerial Acquisition Systems

Geometry of Aerial photogrammetry. Panu Srestasathiern, PhD. Researcher Geo-Informatics and Space Technology Development Agency (Public Organization)

Open Pit Mines. Terrestrial LiDAR and UAV Aerial Triangulation for. Figure 1: ILRIS at work

trimble unmanned aircraft systems

LiDAR & Orthophoto Data Report

UAS to GIS Utilizing a low-cost Unmanned Aerial System (UAS) for Coastal Erosion Monitoring

Sasanka Madawalagama Geoinformatics Center Asian Institute of Technology Thailand

Unmanned Aerial Systems: A Look Into UAS at ODOT

Leica Geosystems UAS Airborne Sensors. MAPPS Summer Conference July 2014 Alistair Stuart

Commercial suas The Right Tool for the Right Job

TRAINING MATERIAL HOW TO OPTIMIZE ACCURACY WITH CORRELATOR3D

Quality Accuracy Professionalism

2/9/2016. Session Agenda: Implementing new Geospatial Technologies for more efficient data capture

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

Case Study for Long- Range Beyond Visual Line of Sight Project. March 15, 2018 RMEL Transmission and Planning Conference

REMOTE SENSING LiDAR & PHOTOGRAMMETRY 19 May 2017

Drones for research - Observing the world in 3D from a LiDAR-UAV

TopoDrone Photogrammetric Mapping Reliable, Accurate, Safe

Practical Considerations of UAS Operations on Data Quality

EVOLUTION OF POINT CLOUD

The YellowScan Surveyor: 5cm Accuracy Demonstrated

Trimble GeoSpatial Products

UAV Flight Operations for Mapping. Precision. Accuracy. Reliability

Feel4U TerrEye. Tactical decision-support solutions for land management (for a better and cost-efficiency & environmental friendly land stewardship)

Dot-to-dot recent progress in UAS LiDAR: calibration, accuracy assessment, and application

Aerial Visual Intelligence for GIS

Accuracy Assessment of an ebee UAS Survey

Efficient Processing of UAV Projects

USE OF DRONE TECHNOLOGY AND PHOTOGRAMMETRY FOR BEACH MORPHODYNAMICS AND BREAKWATER MONITORING.

Over the years, they have been used several tools to perform aerial surveys of analyzed to archaeological sites and monuments. From the plane to the

Overview of the Trimble TX5 Laser Scanner

STARTING WITH DRONES. Data Collection and Remote Sensing with UAVs, etc. Dr. Bill Hazelton LS

UAS Campus Survey Project

ISPRS Hannover Workshop 2013, May 2013, Hannover, Germany

UAV Surveying II. Precision. Accuracy. Reliability

Drone2Map for ArcGIS: Bring Drone Imagery into ArcGIS. Will

Aerial and Mobile LiDAR Data Fusion

Terrestrial GPS setup Fundamentals of Airborne LiDAR Systems, Collection and Calibration. JAMIE YOUNG Senior Manager LiDAR Solutions

LIDAR MAPPING FACT SHEET

COMBINING UAV AND FAST DATA ANALYSIS TO IDENTIFY VEGETATION THREATS TO POWER LINES

Aerial Mapping using UAS. Jeff Campbell

Coastal Survey of archaeological sites using drones

An Introduction to Lidar & Forestry May 2013

UAS based laser scanning for forest inventory and precision farming

THE RANGER-UAV FEATURES

Drone2Map: an Introduction. October 2017

Generating highly accurate 3D data using a sensefly exom drone

Merging Geospatial Technologies to Improve the Bottom Line. John Whitehead Trimble Navigation Limited

High resolution survey and orthophoto project of the Dosso-Gaya region in the Republic of Niger. by Tim Leary, Woolpert Inc.

THREE DIMENSIONAL CURVE HALL RECONSTRUCTION USING SEMI-AUTOMATIC UAV

Third Rock from the Sun

Equipment. Remote Systems & Sensors. Altitude Imaging uses professional drones and sensors operated by highly skilled remote pilots

2. POINT CLOUD DATA PROCESSING

Technical Considerations and Best Practices in Imagery and LiDAR Project Procurement

The Use of UAS in modern field work

Accuracy Assessment of POS AVX 210 integrated with the Phase One ixu150

ixu-rs1900 Aerial Solutions

Multiray Photogrammetry and Dense Image. Photogrammetric Week Matching. Dense Image Matching - Application of SGM

Photogrammetric Performance of an Ultra Light Weight Swinglet UAV

TRIMBLE BUSINESS CENTER PHOTOGRAMMETRY MODULE

Photogrammetry for forest inventory.

Airborne Laser Scanning: Remote Sensing with LiDAR

Light Detection and Ranging (LiDAR)

Hamilton County Enhances GIS Base Mapping with 1-foot Contours

DRONE MOUNTED NATURAL GAS PIPELINE LEAK DETECTION AND ASSET SAFETY MONITORING

The Use and Applications of Unmanned- Aerial Systems (UAS) In Agriculture

Assessing the Accuracy of Stockpile Volumes Obtained Through Aerial Surveying

LiDAR data overview. Dr. Keiko Saito Global Facility for Disaster Reduction and Recovery (GFDRR)

SPAR, ELMF 2013, Amsterdam. Laser Scanning on the UK Highways Agency Network. Hamish Grierson Blom Uk

2017 PROGRAM OVERVIEW. Geospatial Intelligence for Better Outcomes

3D recording of archaeological excavation

Comparing workflow and point cloud outputs of the Trimble SX10 TLS and sensefly ebee Plus drone

Todd King, PLS, LEED AP Business Developer

2010 LiDAR Project. GIS User Group Meeting June 30, 2010

Low-Cost Orthophoto Production Using OrthoMapper Software

Applications of Mobile LiDAR and UAV Sourced Photogrammetry

PhotoScan. Fully automated professional photogrammetric kit

Lidar Sensors, Today & Tomorrow. Christian Sevcik RIEGL Laser Measurement Systems

Iowa Department of Transportation Office of Design. Photogrammetric Mapping Specifications

INTRODUCTION TO Accelerating Data Collection with Unmanned Aircraft Systems

Smart Systems for Aerial Survey & Mobile Mapping

USING UNMANNED AERIAL VEHICLE (DRONE/FLYCAM) TECHNOLOGY IN SURVEY WORK OF PORTCOAST

Photo based Terrain Data Acquisition & 3D Modeling

3D Stereo Data for the Estimation of Pavement Construction Quantities and Costs

Our Experiences with UAVs in Coastal Monitoring at Gator Lake. Capt. Joe Morrow MRD Associates, Inc. Destin, Florida

3D Modelling for surveying projects using Unmanned Arial Vehicles (UAVs) and Laser Scanning

Introduction Photogrammetry Photos light Gramma drawing Metron measure Basic Definition The art and science of obtaining reliable measurements by mean

Merging LiDAR Data with Softcopy Photogrammetry Data

Development of Geospatial Smart Cities and Management

Trimble UAS Portfolio Update. August 25 th 2015

Leica - Airborne Digital Sensors (ADS80, ALS60) Update / News in the context of Remote Sensing applications

Transcription:

A COMPARISON OF STANDARD FIXED-WING VS MULTIROTOR DRONE PHOTOGRAMMETRY SURVEYS Dr Steve Harwin, UAV Operations, Tas

KEY QUESTIONS What detail, scale and accuracy are needed? For change analysis the data capture must be repeatable/comparable/coregistered How often? (Some sites will need more frequent/fine scale data capture than others) What are the budget constraints? Safety can you take off & land safely? What are the dependencies? Ground Control (existing and additional) Resources (Aircraft (planes and drones), pilots, experts (spatial scientists, surveyors, geomorphologists, engineers ) Time constraints/expectations/commitments

KEY FACTORS Coverage How large is the project area? Rule of thumb: multirotor: <200 ha (perhaps 500 ha), fixed-wing: <3000ha, manned aircraft: >3000ha(every project is different!) Resolution Spatial and Temporal (flying height, camera quality, flight planning) Accuracy (ground control density and distribution, Total Station vs Differential GNSS survey or direct georeferencing) Outputs (orthos, digital surface models (DSMs) (vs digital elevation models (DEMs)) Post processing (calibration? accuracy assessment? artefacts resulting from shadows, water, blurry images and vegetation?)

HYBRIDS

EAGLE BAIT?

FLIGHT PLANNING MULTIROTOR VLOS range is 300-500 m (perhaps more with a large drone) Perhaps 10-20ha per flight (@120 m) Flying time is usually <25 min (some claim 45 min) Max payload is around 6-7 kg but most can carry <1 kg Can fly slowly (2.5-6 m/s ideal) or stop for image capture Can do oblique (aim for max 20 between consecutive photos, ideally 15, ensure sufficient overlap by taking more images than you need) FIXED-WING VLOS range is 1 km (perhaps more on a perfect day) Perhaps 100-150 ha per flight (@120 m) Flying time is usually <45 min upto to 90 min Max payload is around 10 kg but hand launch drones usually require <1 kg Fly faster so use a fast shutter speed to avoid blur (<=1/1000th of a second) Oblique only possible with a gimbal or banking shot

multirotor (30 m) fixed-wing(120 m) Standard Aerial (LISTMap Tas Gov) Satellite(GoogleEarth- Digital Globe)

DRONE SURVEY OPTIONS Map Scale Flying Height Resolution Accuracy* Aircraft Type Fine (<1:100) 20-50 m 1-2 cm XY: 1-2 cm Z: 1.5-3 cm Multirotor drone Medium (~1:200) 50-100 m 2-3.5 cm XY: 2-3 cm Z: 3-4 cm Fixed-wing (or multi-rotor) drone Large (~1:500) 100-120 m 3-5 cm XY: 3-6 cm Z: 4-9 cm Fixed-wing drone Standard (>1:500) 600+ m >5 cm XY: >5 cm Z: >5 cm Manned aircraft * Accuracy is indicative and is dependant on target area, survey control quality, density and distribution

CHANGE - CAPTURE FREQUENCY Some sites will need more frequent/fine scale data capture than others The frequency of data capture is dictated by the range of applications for which the data will be used Event-based monitoring provides insight into the impact of storm events, high tides, etc Flying at regular intervals enables change monitoring, however it is difficult to ascertain the cause of changes Change detected may be an accumulation of multiple large scale eventbased changes or it may be a gradual change that is only detectable over time (i.e. detectable once the change exceeds the threshold of the change detection possible for that data resolution)

CHANGE DECIDING ON SCALE Key question: what scale of change are you expecting to monitor? Ultra-fine scale monitoring (2-5 cm): expensive but allows for more detailed change analysis requires costly intensive mapping missions to produce detailed (and accurate) snap shots of the terrain (and vegetation surface) in areas where small changes can have large long term impacts fine scale monitoring can provide critical insight into the cause and impact of changes such as erosion Courser scale monitoring: is suitable where changes greater than 5-10 cm are anticipated more cost effective and provide valuable insight into changes across larger areas Combining the two approaches can allow ongoing monitoring of the entire area (e.g. coastline) supplemented by fine scale mapping of focus sites to give insight into changes elsewhere that portray similar characteristics

Dr Steve Harwin UAV Operations (Tas) and Spatial Scientist - Australian UAV 0415 183 424 Stephen.Harwin@auav.com.au 1300 738 521 contact@auav.com.au Melbourne Sydney Brisbane Perth Ballarat Bairnsdale Hobart