Production of digital orthophoto for “Geographic Information System for Mine Action” 2nd Workshop of SEEMACC GIS GROUP in ITF Slovenia M.Sc. Vasja Bric,

Slides:



Advertisements
Similar presentations
Application of LiDAR Technology for GCP Determination in Papua Topographic Mapping Scale 1: Wildan Firdaus
Advertisements

ACCURACY OF PHOTOMOD AERIAL TRIANGULATION
A. Georgopoulos, Ch. Ioannidis, S. Tapinaki, S. Ioakeim, I. Papageorgaki Laboratory of Photogrammetry School of Rural & Surveying Engineering National.
Geographic Information Systems “GIS”
Photogrammetry Cont.. Stereoscopic Parallax F The apparent displacement of the position of an object wrt a frame of reference due to a shift in the point.
Vasco Palmeirim Vector Maps - Production Flow ( Portugal - Portimão ) 1.
VisionMap A3 Quasi-Panoramic Model Implementation in Photomod 5.0
Resurs-P. Capabilities. Standard products. A. Peshkun The 14 th International Scientific and Technical Conference “From imagery to map: digital photogrammetric.
S.Kadnichanskiy Digital oblique images and their application. The possibility of aerial survey system A3 in taking oblique aerial photography.
Digimap Training Workshops Ordnance Survey Products Aim: to provide support staff with a basic knowledge of Ordnance Survey digital mapping products.
5th International PHOTOMOD User Conference September 13-16, 2005, Jurmala, The Republic of Latvia EXHIBITOR: “InfoMap” LLC, Belgrade, The Republic of Serbia,
Using DSS digital camera images and DТM from ALS50 laser scanner for creating orthomosaics in PHOTOMOD system Dmitry V. Кochergin (Racurs), Maxim V. Skorniakov.
Lecture 6 Data entry. Getting the Map into the Computer Get data in finished form Analog-to-Digital maps Digitizing Data Entry Editing and validation.
Technical assistance from Republic of Latvia offered to Iraq in the field of architectural sites documentation by photogrammetrical methods Mr. G.Goldbergs.
Creation Of Digital Topographic Maps Of Industrial Area Based On Aerial Survey Tatyana Dedova KAZGEOCOSMOS JSC Almaty, Kazakhstan 2013, Ury, France 1.
GIS for MA in SEE Europe Benefits Weaknesses Future Conclusions Implementation MAC Belgrade Thanks Ig, November 24-25, nd SEEMACC GIS Meeting GIS.
Photogrammetry and Remote Sensing in Greece Yannis Yanniris MSc Photogrammetry and Remote Sensing in Hellas (Greece)
Leica Photogrammetry Suite
VIIth International Scientific and Technical Conference From Imagery to Map: Digital Photogrammetric Technologies ADS40 imagery processing using PHOTOMOD:
4th ISPRS SC and WG VI/5 Summer School, Warsaw /36 In this project we applied aerial images and MMS/MML System. Our MMS/MML holds: „2D” Scanner.
CS 128/ES Lecture 10a1 Raster Data Sources: Paper maps & Aerial photographs.
Updating GIS of Sofia Municipality Using UltraCamXp Images Stanislav Stoyanov, M.Sc. Photogrammetry Department GIS-Sofia Ltd. 12th.
Geography 12: Mapping Skills October 19 th, 2011.
You have just been given an aerial photograph that is not registered to real world coordinates. How do you display the aerial with other data layers that.
GIS 200 Introduction to GIS Buildings. Poly Streams, Line Wells, Point Roads, Line Zoning,Poly MAP SHEETS.
Data Input How do I transfer the paper map data and attribute data to a format that is usable by the GIS software? Data input involves both locational.
GEOGRAPHIC INFORMATION SYSTEM GIS are tools that allow for the processing of spatial data into information, generally information tied explicitly to, and.
GIS Tutorial 1 Lecture 6 Digitizing.
11 th International Scientific and Technical Conference September 19–22, 2011, Tossa de Mar, Spain From imagery to map: digital photogrammetric technologies.
9. GIS Data Collection.
Cartographic Concepts
Experimental aerial photogrammetry with professional non metric camera Canon EOS 5D Galileo Geo Sustavi Ante Sladojević, Goran Mrvoš.
Photogrammetry Cont.. Stereoscopic Parallax F The apparent displacement of the position of an object wrt a frame of reference due to a shift in the point.
GIS Lecture 1 Introduction to GIS Buildings. Poly Streams, Line Wells, Point Roads, Line Zoning,Poly MAP SHEETS.
Harry Williams, Cartography1 Total Station Surveying & GIS. INTRODUCTION TO GIS A Geographic Information System is a combination of software and hardware.
8/27/20151 Mosaicing Historic Photos with ArcGIS James Twoteeth GIS Analyst CDA Tribe GIS.
Image Processing & GIS Integration for Environmental Analysis School of Electrical & Electronic Engineering The Queen’s University of Belfast Paul Kelly.
REMOTE SENSING REMOTE SENSING SUB- DIRECTORATE Remote Sensing is... The science of obtaining information about an object by acquiring data with a device.
Digital Photogrammetry by G.C.Nayak Point of Discussion Approch to Photogrammetry: Integrated with RS Process Involved Issues Involved in.
GSP 270 Digitizing with an Introduction to Uncertainty and Metadata
Velocity measurements on Nigardsbreen by means of cross correlation of orthophotos -first test Trond Eiken and Bjørn Wangensteen ¹ Department of Physical.
Orthorectification using
Data input 1: - Online data sources -Map scanning and digitizing GIS 4103 Spring 06 Adina Racoviteanu.
10/7/2015 GEM Lecture 15 Content Photomap -- Mosaics Rectification.
U.S. Department of the Interior U.S. Geological Survey Monthly Progress for Africa GCEV2 Jun Xiong 19 March, 2015.
VIIth International Scientific and Technical Conference From Imagery to Map: Digital Photogrammetric Technologies Bundle Adjustment Method in PHOTOMOD.
Teaching Photogrammetry with PHOTOMOD in the National Technical University of Athens (NTUA) Y.Yanniris - Surveyor Eng, MSc, (Distributor in Greece) A.Georgopoulos.
Small Area Aerial Photography Contract December 5 - 9, 2005 Salt Lake City, Utah Geoff Gabbott, Sherry Holyoak, Jacque LaCroix USDA, FSA, Aerial Photography.
COLOR ME ORTHOED Gary Lobdell Photogrammetric Account Manger Certified Photogrammetrist The Sidwell Company.
Globes- 3-D representation of the earth Pros: Accurate shape, landmasses correct size and shape Cons: Inconvienent, only able to see one side at a time.
THE ALBANIAN MINE ACTION PROGRAMME “ALBANIA FREE FROM THE EFFECT OF MINES AND UXO BY 2005”
Introduction to Soft Copy Photogrammetry
Notes for Project 6 PVA Pro Problem Definition The PVA Pro 9000 is a software application to support the estimation of acreage from aerial photographs.
Chapter 1, Section 2 The Geographer’s Tools. Globes and Maps 1.As people explored Earth, they collected information about the shapes and sizes of islands,
PRODUCTION OF DIGITAL ORTHOPHOTO in Bosnia Herzegovina Prepared by Tarik Šerak Bosnia and Herzegovina Mine Action Centre BHMAC, 2003.
From Imagery to Map: Digital Photogrammetric Technologies 15 th International Scientific and Technical Conference From Imagery to Map: Digital Photogrammetric.
What is GIS ? A method to visualize, manipulate, analyze, and display spatial data “Smart Maps” linking a database to the map.
Distance measure Point A: UTM Eastings = 450,000m; Northings = 4,500,000m Point B: UTM Eastings = 550,000m; Northings = 4,500,000m.
2006 Index Scanning Project Photo, Line, and Spot Indexes Brian Vanderbilt GIS Specialist USDA Farm Service Agency Aerial Photography Field Office
Teacher’s Notes: Digital Image Sources Digital images from space can be found at the following NASA web site: Click.
DTM Applications Presentation.
Siting Activities Cape Cod Content Institute 2004.
SaMeHFor Egyptian Cement Company1 2. Digital Terrain Models Dr. SaMeH Saadeldin Ahmed Assistant professor of Mining and Environmental Engineering
Chapter 1 Lesson 3 Mapping Technology How are maps made? What are GPS and GIS?
Geographic Information Systems “GIS”
GEOGRAPHICAL INFORMATION SYSTEM
Raad A. Kattan(1). , Abdurrahman Farsat Heeto. (2) , Hussein H
The Projection Aspects of Digitising Globes
Field Photos
Functions/Tasks of GIS:Data Input
Presentation transcript:

Production of digital orthophoto for “Geographic Information System for Mine Action” 2nd Workshop of SEEMACC GIS GROUP in ITF Slovenia M.Sc. Vasja Bric, Geodetski zavod Slovenije d.d.

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP2 Contents project organisationproject organisation overview of the projectoverview of the project statistics of the projectstatistics of the project problems and solutionsproblems and solutions resultsresults future improvementsfuture improvements

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP3 Project organisation Aerial photography of the area (GZS)Aerial photography of the area (GZS) Planning of ground control points (GZS)Planning of ground control points (GZS) Marking, measurement, computation and transformation of GCPs (BHMAC)Marking, measurement, computation and transformation of GCPs (BHMAC) Orthophoto production (GZS) (scanning, aerialtriangulation, DTM, orthophoto computation, mosaicing, finalisation)Orthophoto production (GZS) (scanning, aerialtriangulation, DTM, orthophoto computation, mosaicing, finalisation)

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP4 Overview of the project Two areas:Two areas: –Lašva 1:2500 and 1:1000 (same area) –Pelagičevo 1:2500 –Scale of aerial survey: map scale 1: photo scale 1:12500map scale 1: photo scale 1:12500 map scale 1: photo scale 1:5000map scale 1: photo scale 1:5000

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP5 Lašva 1:2500

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP6 Lašva 1:1000

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP7 Pelagičevo 1:2500

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP8 Statistics Area no. of GCPs no. of tie points no. of images RMS on GCPs Lašva1: Y 0.08 m X 0.08 m Z 0.18 m Lašva1: Y 0.05 m X 0.05 m Z 0.10 m Pelagičevo1: Y 0.04 m X 0.04 m Z 0.03 m

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP9 Problems and solutions marking of GCPsmarking of GCPs measurements of natural detailmeasurements of natural detail GCP accuracyGCP accuracy GSD (1 pixel on the ground)GSD (1 pixel on the ground) 1:2500 (2.25x1.5 km) if GSD is 0.10m 338 MB1:2500 (2.25x1.5 km) if GSD is 0.10m 338 MB 1:1000 (0.75x0.5 km) if GSD is 0.05m 150 MB1:1000 (0.75x0.5 km) if GSD is 0.05m 150 MB

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP10 Natural detail for a GCP

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP11 Results OrthophotoOrthophoto –Number of sheets: Lašva 1: (x 338 MB is 28.4 GB)Lašva 1: (x 338 MB is 28.4 GB) Lašva 1: (x 150 MB is 19.2 GB)Lašva 1: (x 150 MB is 19.2 GB) Pelagičevo 1: (x 338 MB is 45.3 GB)Pelagičevo 1: (x 338 MB is 45.3 GB) DTM (grid, characteristic lines and spot heights)DTM (grid, characteristic lines and spot heights)

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP12 Orthophoto Lašva 1:1000

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP13 Orthophoto Lašva 1:1000

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP14 Orthophoto Lašva 1:1000

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP15 DTM

V.Bric, GZS d.d. 2nd Workshop of SEEMACC GIS GROUP16 Future improvements planning all activities (time of aerial survey)planning all activities (time of aerial survey) planning of aero-triangulationplanning of aero-triangulation marking of GCPs and measurementsmarking of GCPs and measurements aerial surveyaerial survey additional field work (missing GCPs)additional field work (missing GCPs) transformation parameters from governmental to WGS84 systemtransformation parameters from governmental to WGS84 system