Main activities WP3.a: Repeated GPS WP3.b: Continuous GPS WP3.c: Systematic interferometry analysis of incoming SAR images WP3.d : Modelling.

Slides:



Advertisements
Similar presentations
Security Conceptions Security Security Functionality Functionality Quality Quality Performance Performance.
Advertisements

DPC High-resolution multi-disciplinary monitoring of active fault test-site areas in Italy S5S5S5S5 Roma 24/03/ 2010 S5 Project High-resolution.
Role of Space Geodesy In GEOSS Timothy H. Dixon University of Miami/RSMAS and Center for Southeastern Advanced Remote Sensing (CSTARS)
The Community Geodetic Model (CGM): What is it and how does it relate to studies of lithospheric rheology? Jessica Murray, David Sandwell, and Rowena Lohman.
Armasuisse Swiss Federal Office of Topography swisstopo National Report of Switzerland E. Brockmann, D. Ineichen, M. Kistler, U. Marti, S. Schaer, A. Schlatter,
Mark Heggli Consultant to the World Bank Expert Real-time Hydrology Information Systems Workshop Module 4: Data Management Solutions for a Modernized HIS.
“The Case for Continuing and Strengthening NDGPS in Louisiana” Roy K. Dokka, Ph.D. Center for GeoInformatics and Louisiana Spatial Reference Center Louisiana.
Centre for Integrated Petroleum Research University of Bergen & Unifob, Norway Walter Wheeler & Simon Buckley Unifob, UiB Bergen, Norway Lidar laser scanning.
Batch processing, stacking and time series analysis
MARSITE - ISTANBUL. MARSITE started on November 1 st, It is a three-year project. MARsite has been funded for about 6M€. The first months are dedicated,
Footprint Observations at the Fundamental Station Wettzell Wolfgang Schlüter Thomas Klügel Christian Schade Bundesamt für Kartographie und Geodäsie Fundamentalstation.
Employment of a Permanent Monitoring GPS Network at the Seismic Area of Volvi, Greece P. D. Savvaidis, I. M. Ifadis Aristotle University of Thessaloniki,
3HAZ – WP3 report P. Briole, O. Charade, A. Nercessian (IPGP) A. Avallone (INGV) R. Charara, C. Vigny (ENS) 2 December 2006.
1 GPS and GNSS Activities in Hong Kong Simon C W KWOK Geodetic Survey Section Lands Department Hong Kong 35th Civil GPS Service Interface Committee Fairfax,
GEOCODING AND CENSUS MAPPING WITH GIS IN NAMIBIA BY Ms Ottilie Mwazi Central Bureau of Statistics Tel: +264.
 a web site usually maintained by an individual with regular entries of commentary, descriptions of events, or other material such as graphics or video.
GPS – Global Positioning System Space segment Control segment user segment 32 satellites World wide monitor and control stations.
Midterm Presentation 24/05/04 Virtual Traffic Signal Presented by: Ron Herman Ofir Shentzer Instructor: Mr. Mony Orbach Technion – Israel Institute Of.
Overview Presentation MKT-CODE-P-001E. Introduction Single Channel Codec designed to increase the flexibility of NetVu Connected analogue/IP CCTV networks.
Geographic Information Systems
AUSPOS Online GPS Processing Service John Manning, John Dawson.Ramesh Govind Geoscience Australia.
Software and hardware solution for remote vehicle monitoring based on GLONASS/GPS navigation.
1 Access information in one place Secured Web based Church Management Software By communication ministry.
IGARSS 2011 – July, Vancouver, Canada Investigating the seismic cycle in Italy by multitemporal analysis of ALOS, COSMO-SkyMed and ERS/Envisat DInSAR.
Mission Planning and SP1. Outline of Session n Standards n Errors n Planning n Network Design n Adjustment.
CZEPOS – a Multipurpose Positioning System for the Czech Republic Oldřich Pašek – Czech Office for Surveying, Mapping and Cadastre Jan Řezníček – Land.
Differential eLoran Reference Station for Maritime and Precise Time Applications Gerard Offermans, Arthur Helwig, Reelektronika NL International Loran.
NGS GPS ORBIT DETERMINATION Positioning America for the Future NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION National Ocean Service National Geodetic.
1 First Results of the CMONOC GNSS Network Junping Chen Bin Wu, Shuhua Ye, Shanghai Astronomical Observatory
October 8, session 2REFAG2010 Paris1 Distributed processing systems for large geodetic solutions IAG WG “Comparison and combination of precise.
Urs Wegmüller Gamma Remote Sensing AG, Gümligen, Switzerland Monitoring Alpine Transportation Infrastructures Using Space Techniques.
Geodetic Networks: The Supporting Framework Terrestrial Reference Frame is ‘Critical Infrastructure’ for all Earth science research and applications. Global.
InCORS INDIANA’S STATEWIDE GNSS-GPS REAL TIME NETWORK Presented by Derek Fuller, PLS Land & Aerial Survey Office.
UNAVCO is a non-profit, membership-governed consortium that facilitates geoscience research and education using geodesy. Boulder, Colorado Main Offices.
Long Time Span Interferograms and Effects of Snow Cover on Interferometric Phase at L-Band Khalid A. Soofi (ConocoPhillips), David Sandwell (UCSD, SCRIPPS)
? Geodetski Inštitut Slovenije SLOVENIAN GPS NETWORK SIGNAL: SLOVENIA-GEODESY-NAVIGATION- LOCATION Dalibor RADOVAN Geodetic Institute of Slovenia Ljubljana.
23/10/2015 Page 1© Institute of Transport Economics The importance of better data on traffic injury – state of the art European Road Safety Day, October.
Advanced InSAR Processing Applications & Modeling the data Matthew Pritchard Cornell University Practical questions: How to get DEM & visualize data in.
Remote Landslide Observation System with Differential GPS 2012 International Conference on Structural Computation and Geotechnical Mechanics Author: Xing.
NATIONAL AND KAPODISTRIAN UNIVERSITY OF ATHENS FACULTY OF GEOLOGY & GEOENVIRONMENT DEPARTMENT OF GEOPHYSICS & GEOTHERMICS Laboratory of Remote Sensing.
OS Net ™ Ordnance Survey's RTK GPS Network Mark Greaves Geodetic Analyst, Ordnance Survey 7 th May 2006.
Everyday Mapping of Traffic Conditions - An Urban Planning Tool Laboratory of Geodesy Aristotle University of Thessaloniki, Department of Civil Engineering.
Corinth Gulf Landslides 3HAZ Program WP5 T. Lebourg, S. El Bedoui, A. Deschamps and Y. Guglielmi 3HAZ MEETING, 2-3 DECEMBER 2006, ATHENS.
I hope its ok to do these InSAR exercises as the lab
Positioning America for the Future NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION National Ocean Service National Geodetic Survey Exploring the Relationship.
Application of a North America reference frame to the Pacific Northwest Geodetic Array (PANGA) M M Miller, V M Santillan, Geodesy Laboratory, Central Washington.
Technical Specifications for Monitoring Ground Displacements at a National Highway Project K. Lakakis, P. Savvaidis and I. Ifadis Laboratory of Geodesy.
Earth Surface and Interior Focus Area Space Geodetic Networks for Maintaining the Reference Frame Geodesy's Critical Contributions to NASA (Earth Science)
Persistent Scatterers in InSAR
Presented by: Technical contributions from: THE INTERNATIONAL ASSOCIATION OF GEODESY AND PRECISE POINT POSITIONING.
Commercial RDS-TMC service in Finland / Content - Role of Finnra - Data offered by Finnra - Destia - DestiaTraffic - Destia RDS-TMC.
2. Permafrost Austria Workshop, Schloss Trautenfels, Viktor Kaufmann1/28 20 Years of Geodetic Monitoring of Dösen Rock Glacier (Ankogel Group,
InSAR Processing and Applications
Geodetic Networks: The Supporting Framework Terrestrial Reference Frame is ‘Critical Infrastructure’ for all Earth science research and applications. Global.
Development of permanent GNSS stations Network in Republic of Moldova Vasile Chiriac Technical University of Moldova Agency for Land Relations and Cadastre.
11 ROUTING IP Chapter 3. Chapter 3: ROUTING IP2 CHAPTER INTRODUCTION  Understand the function of a router.  Understand the structure of a routing table.
Francesco Casu IREA - CNR, Napoli, Italy
Thessaloniki Continuous Reference GPS Station: Initial Estimation of Position P.Savvaidis, I. Ifadis, K. Lakakis Laboratory of Geodesy Department of Civil.
2002/05/07ACES Workshop Spatio-temporal slip distribution around the Japanese Islands deduced from Geodetic Data Takeshi Sagiya Geographical Survey Institute.
WInSAR Operations Update Christopher Crosby & Scott Baker AGU WInSAR Business Meeting, December 16, 2015.
InCORS INDIANA’S STATEWIDE GNSS-GPS REAL TIME NETWORK Presented by Eric N Banschbach, PLS Land & Aerial Survey Office 97 th Annual Purdue Road School March.
Images were sourced from the following web sites: Slide 2:commons.wikimedia.org/wiki/File:BorromeanRing...commons.wikimedia.org/wiki/File:BorromeanRing...
We want accurate measurement of energy used and generated that can be used as empirical data for further renewable energy projects We will also mount cameras.
ShakeAlert CISN Testing Center (CTC) Development
Permanent GNSS Stations (GNSS – Global Navigation Satellite System)
module Using DInSAR to assess vertical ground motions at Tide Gauges
Url Login here.
Permanent GNSS Stations (GNSS – Global Navigation Satellite System)
Monitoring the deformation with GPS
CORS-Based Coordinate System WHAT IS CORS
Presentation transcript:

Main activities WP3.a: Repeated GPS WP3.b: Continuous GPS WP3.c: Systematic interferometry analysis of incoming SAR images WP3.d : Modelling

Summary of geodetic activities (1) Permanent GPS stations renewed Re-observation of 60 GPS points in a 50km radius around Patras Installation of two GPS stations at UPAT (1 with real-time) Kinematic GPS in the Panagopoula landslide PS-InSAR studies Real-time GPS data broadcasted from TRIZ Kinematic GPS levelling

Summary of geodetic activities (2) ERS SAR data acquired in 3 different frame was processed with conventional InSAR and with PS techniques

Deliverables 8: Data base for continuous GPS √ 42: Deformation of the rift from GPS √ 43: Two new continuous GPS stations √ 44: Set of stable pixels for InSAR long term stability √ 45: Elastic models of the observed deformations √ 86: Evaluation of a daily kinematic GPS system on commercial railway traffic on road and landslide only 94: Modem for the new GPS stations √ 105: Web page updated with selection of continuous records and selected events from the GPS arrays √

D8: Data base for continuous GPS Raw data and time series of coordinates available on line

D42: Deformation of the rift from GPS A data base of GPS points was created to contain both the description of the points and the coordinates at all epochs of observations

D43: New stations - 2 new stations at Patras (one standard, one with real-time differential - 5 “old” stations renewed with new receivers Location of the CRL GPS stations and view of the LIDO station

D44: Set of stable pixels Conventional InSAR used ROI-PAC software PS-Insar studies used ROI-PAC post- processing and new algorithms developed at NOA Aigion area Itea area Map of Permanent scatterers (colours indicate quality of PS, low=green, high=red)

D45: Elastics models of the observed deformation

D86: Kinematic GPS 18 points accurately positioned in the Panagopoula landslide. Kinematic profile available for further studies and airphoto registration More kinematic GPS levelling performed by car

D94: Modem for the new GPS stations The two new GPS stations and TRIZ are accessible remotely via internet. - TRIZ broadcasts real-time data - PAT1 receivers real-time data and provides real-time differential coordinates Trizonia GPS receiver and web interface

D105: Web site for Geodesy in the CRL Information about GPS and InSAR work and results of 3HAZ at