3D Scanners help Grovely Wood speed up their production time

Similar documents
3D Scanners help Grovely Wood

Company overview. PolyWorks 3D metrology software helps oil field equipment manufacturer cut motor component inspection time in half

USE THE 3D LASER SCANNING FOR DOCUMENTATION THE RIGA CATHEDRAL IN LATVIA

VISUALIZATION OF FRESCOS BY MEANS OF PHOTOGRAMMETRY AND LASER SCANNING

Data Integration in Building Virtual Models

With InnovMetric and Exact Metrology, Lockheed Meets Tight Deadline on Scanning 1950s Fighter Jet Company overview

The Processing of Laser Scan Data for the Analysis of Historic Structures in Ireland

Drones and Supercalculators : A New Field of Investigation in Photogrammetry.

3D LANDMARKS ON THE INTERNET

Digital Preservation of the Aurelius Church and the Hirsau Museum Complex by Means of HDS and Photogrammetric Texture Mapping

GRAPHICS TOOLS FOR THE GENERATION OF LARGE SCALE URBAN SCENES

VSMM September 2002 Hilton Hotel, Gyeongju, Korea. Institute for Information Technology, National Research Council Canada, Canada (2)

This page will show you how to view and clean the data in Polyworks PIFEdit. Hint: You can click on any image to see a larger version.

DIGITAL 3D RECONSTRUCTION OF SCROVEGNI CHAPEL WITH MULTIPLE TECHNIQUES

The Devil is in the Detail

3D SCANNING SERVICES FOR PUBLIC & PRIVATE CLIENTS

Structured light 3D reconstruction

Processing to Create a 3D Model

Developing a Method Using Field Surveying Techniques and Instruments to Create 3D Terrain Models. Faheem Muhammad

What s New In SA CHAPTER

Mixed-Reality for Intuitive Photo-Realistic 3D-Model Generation

CHAPTER. SAToolkit. Clouds. Mesh Vertices

Streamline your office to field processes. Peter Madsen

Rapid generation of 3D GIS content from reality capture data sources. Keir Keightley, HDR

Laser scanning and CAD conversion accuracy correction of a highly curved engineering component using a precision tactile measuring system

MODELING CITY HALL S FAÇADE USING LASER SCANNING TECHNOLOGY

Comparing Aerial Photogrammetry and 3D Laser Scanning Methods for Creating 3D Models of Complex Objects

Comparing Aerial Photogrammetry and 3D Laser Scanning Methods for Creating 3D Models of Complex Objects

Large Scale Reverse Engineering

Notes and Observations of the South Napa Earthquake August 24, 2014

VIRTUAL RECOMPOSITION AND ANALYSIS OF A SURVEYED MODEL OF THE WOODEN CRUCIFIX OF ST. PETER S BASILICA

1.1. FireCR Calibration

Real World to Virtual World. With Geomagic Design X

TERRESTRIAL LASER SCANNER DATA PROCESSING

3D Terrestrial Laser Scanner Innovative Applications for 3D Documentation

Virtual Bosnia and Herzegovina National Museum

Laser Scanning Versus Photogrammetry Combined with Manual Post-modeling in Stecak Digitization

LASER SCANNING AND PHOTOGRAMMETRY: A HYBRID APPROACH FOR HERITAGE DOCUMENTATION

Automatic reconstruction of old globes by photogrammetry and its accuracy

3D CAD Systems: 3D Scanners, Reverse Engineering & Inspection Presenter

CSE 167: Lecture #15: Procedural Modeling. Jürgen P. Schulze, Ph.D. University of California, San Diego Fall Quarter 2012

FARO Laser Scanner Focus 3D X330 Demonstration Day

Hand-on introduction to 3D Digitisation Stephen Gray & Kirsty Merrett UoB Research Data Service

TcpMDT. Digital Terrain Model Version 7.5. TcpMDT

3D documenatation of the petalaindera: digital heritage preservation methods using 3D laser scanner and photogrammetry

Structure from Motion: High resolution DEMs at any scale using everyday equipment

Terrestrial 3D laser scanning Practical aspects

An Engineering Application Selection Guideline for Reverse Engineering Systems: Laser System and Optical System

Visual Imaging in the Electronic Age Assignment #3 Draft Geometry Capture

v Working with Rasters SMS 12.1 Tutorial Requirements Raster Module Map Module Mesh Module Time minutes Prerequisites Overview Tutorial

Photogrammetry and 3D Car Navigation

MODERN DIMENSIONAL MEASURING TECHNIQUES BASED ON OPTICAL PRINCIPLES

Perceptron Scan Plugin 7.0

MODULE 10. OFFICESRUVEY : IMAGE MATCHING AND ORTHO PROJECTION

Workshop. Dr. Denis Wohlfeld Innovation Manager P l a n t S i m u l a t i o n U s e r C o n f e r e n c e

Computer Graphics. Lecture 9 Environment mapping, Mirroring

USING STATISTICAL METHODS TO CORRECT LIDAR INTENSITIES FROM GEOLOGICAL OUTCROPS INTRODUCTION

PROFESSIONAL 3D SCANNING SOLUTIONS

Modelling. Ruth Aylett

Revealing the. Stonehenge. In a major project for English Heritage, Through 3D Digital Modelling. By Neil McLeod

TLS Parameters, Workflows and Field Methods

Image georeferencing is the process of developing a model to transform from pixel coordinates into GIS coordinates such as meters on the ground.

Surveying Revolutionized. LaserScanning. >> By Marc Cheves, LS

Sean Woodward, Stephen Brown, Michael McCarthy. National Physical Laboratory (NPL) Teddington, United Kingdom

Module 7 Defining Coordinate Systems

Modelling. Ruth Aylett

INTEGRATED MODELING SYSTEMS FOR 3D VISION

Modeling a Scanned Object with RapidWorks

THE OPTICAL PORTABLE CMM FOR INDUSTRIAL APPLICATIONS

HOW TO RECONSTRUCT DAMAGED PARTS BASED ON PRECISE AND (PARTLY-)AUTOMATISED SCAN METHODS

LASER ECHO INTENSITY BASED TEXTURE MAPPING OF 3D SCAN MESH

A New Way to Control Mobile LiDAR Data

Speed, Accuracy and Performance at an Affordable Price

3D MESH RECONSTRUCTION USING PHOTOGRAMMETRY EX. 1 VISUAL SFM + MESHLAB. Afonso Maria C. F. A. Gonçalves

Quality Assurance and Quality Control Procedures for Survey-Grade Mobile Mapping Systems

RELEASE NOTES FOR PHOTOMESH 7.5.1

3D MODELING OF CLOSE-RANGE OBJECTS: PHOTOGRAMMETRY OR LASER SCANNING?

Ricoh MP 5001 Reference Guide for Library staff Updated By: Helium Tsui Date: September 1, 2011 Remark:

The application of a SMARTTECH 3D scanner for the production of additional parts / industry: motorcycle accessories

3D Reconstruction of Ancient Structures Assisted by Terrestrial Laser Scanning Technology

METROLOGY SOLUTIONS THE OPTICAL PORTABLE CMM FOR INDUSTRIAL APPLICATIONS

CHAPTER 10. Digital Mapping and Earthwork

OLERDOLA S CAVE, CATALONIA, PAST AND PRESENT: A VIRTUAL REALITY RECONSTRUCTION FROM TERRESTRIAL LASER SCANNER AND GIS DATA

NATIONWIDE POINT CLOUDS AND 3D GEO- INFORMATION: CREATION AND MAINTENANCE GEORGE VOSSELMAN

MONITORING COASTAL INSTABILITY USING AIRBORNE AND TERRESTRIAL LIDAR

Wi-Fi Printing Service

Occluder Simplification using Planar Sections

MULTI - RESOLUTION 3D MODEL BY LASER DATA

Mine Pit Stability Analysis Using Remote Mapping - A Multidisciplinary Matlab Application

IMPROVEMENT OF AIRCRAFT MECHANICAL DAMAGE INSPECTION WITH ADVANCED 3D IMAGING TECHNOLOGIES

Determine the Cadastral Borders by Natural Shapes Instead of Border Marks? Why Not?

SignGO Pro // SignGO Lite Features Listing

Viewer, Editor & Meter (Beta) User manual Department of Cartographic Engineering, Geodesy and Photogrammetry

#65 MONITORING AND PREDICTING PEDESTRIAN BEHAVIOR AT TRAFFIC INTERSECTIONS

Computer-Generated Pen & Ink Illustration

Digital Technology in service of Historical Research and Preservation

Global Non-Rigid Alignment. Benedict J. Brown Katholieke Universiteit Leuven

AUTOMATED 3D MODELING OF URBAN ENVIRONMENTS

Virtual and remote inspection methods

The scope in the INTELCITIES project for the use of the 3D laser scanner

Transcription:

Coventry St Michaels Cathedral, built in the late 14th century. It was one of the most beautiful and largest parish churches of its time, in England until it was destroyed during the Second World War. 3D Scanners were required to produce a 360 degree record of the ruins. 3D scanning gives the opportunity to save, maintain and recover heritage objects. Laser scanners are non-contact measurement devices that capture millions of discrete points of real world objects or complex environments in only a few minutes. The resulting images are an assembly of millions of 3D measurement points, known as point clouds which can be aligned to create a polygon mesh. 3D Scanners used a Focus long range scanner to capture the St Michaels Cathedral, using this type of long range scanner is the most efficient way of capturing such a complex environment. The range of this type of scanner is from approximately 0.6m up to 130m and has a freedom of view of 360 degrees. The screen shots on the next page show the point clouds with the points coloured to the corresponding colours of the scans on the aerial photo...

The photo above shows the scan areas that were captured. Fifteen scans were taken in total, with the first being a full 360 degree scan covering the whole area. The engineers placed reference target datums (spheres and markers) all over the Cathedral. After all preparations were done, the long range scanner was placed in the middle of the ruins and a 360 degree high-quality reference 3D image was captured. This first 3D scan will contain most of the data and information about placement of the datums. These markers are used to align together multiple scans from their own coordinate system into one Primary aligned coordinate system. After completing the reference 3D scan we moved the long range scanner along the ruins in fourteen additional positions, which allowed us to align together each scan when processing the project. The goal of the additional scans is to collect as much data in this particular range with higher intensity of points per scan. Data Total number of points taken from scanning object = 250 million. Scanning time = 3.5 hours. Length of St Michaels Cathedral = 293 feet Back at the 3D Scanners Coventry office, PolyWorks 2014 software was used to process the points in IMAlign. The images on the next page are screenshots of the points captured scanning the area. We have coloured each group of scans to correspond to the photograph on this page to demonstrate the area captured by each scan...

The screen shots show the point clouds with the points coloured to the corresponding colours of the scans on the aerial photo.

The screen shots show the north & south ends of the cathedral ruins in point clouds. The points are coloured to the corresponding colours of the scans on the aerial photo (page 2). The brown coloured screenshot show texture information which has been added to the polygon mesh.this information is captured whilst scanning the cathedral.

The screen shots show the point cloud data and also the polygon mesh with IMTexture being used. The polygon mesh has not been cleaned up at this stage. If higher detail is required, a laser arm scanner would be used to capture more detail on specific areas. The existing data on the detailed areas captured with the long range scanner would then be used along side the laser arm scanner for alignment purposes. The polygon model is an accurate visual representation of St Michaels cathedral which will can be used for years. The screenshot above shows the window area after it has been cleaned up in PolyWorks software.