COLOCATIONS AND MONUMENTATION IN THE DORIS NETWORK



Similar documents
THE CURRENT EVOLUTIONS OF THE DORIS SYSTEM

Why do we need to improve co-locations of space geodetic techniques?

EZ-48-3AB Weather Station Mounting Tripod and Mast

Pro-Lift Steel Pile Foundation Repair

GNSS permanent stations as the part of integrated geodetic system in Estonia

Alfons-Goppel-Str. 11, D München

METHOD OF STATEMENT FOR STATIC LOADING TEST

Evolving a new Geodetic Positioning Framework: An Australian Perspective

New construction Repairing failed or old foundations Retrofit foundations Permanent battered piers Machinery/equipment foundations

3 LEVELLING & SURVEYING

GENERAL SHIELDING REQUIREMENTS FOR DIAGNOSTIC X-RAY FACILITIES. Major Medical (Radio/Fluoro/CT/Cardiac/Chiropractic)

THE STRUCTURAL HEALTH MONITORING SYSTEM OF THE RION ANTIRION BRIDGE CHARILAOS TRIKOUPIS. Akis Panagis

MANUFACTURED HOUSING USED AS DWELLINGS

Report on. Wind Resistance of Signs supported by. Glass Fiber Reinforced Concrete (GFRC) Pillars

Five reasons buildings fail in an earthquake and how to avoid them

North American Horizontal Datums. Jan Van Sickle

Chapter 3: Fall Protection/ Scaffolding Safety

Stability. Security. Integrity.

Söderströmtunnel: immersion in downtown Stockholm, Sweden

These Installation Instructions are valid for antennas in the following version:

High Capacity Helical Piles Limited Access Projects

Guideline for Control Surveys by Differential Levelling

Removable Aluminium posts

Exploring plate motion and deformation in California with GPS

Property Inspection. 83A Ascot Avenue North New Brighton Christchurch STRUCTURAL REPORT

Online Precise Point Positioning Using the. Natural Resources Canada Canadian Spatial Reference System (CSRS-PPP)

Miller Engineered Solutions Customized Fall Protection Solutions. NEW! Now featuring Rigid Rail Systems

Technical handbook Panel Anchoring System

Design of Bridges. Introduction. 3 rd to 4 th July Lecture for SPIN Training at the University of Dar es Salaam

GNSS-PW Progress Session 5: Other GRUAN products

Firewalls. By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA. w w w. c c m p a. c a 5A-0

MobileMapper 6 White Paper

TS 813 GROUNDING AND BONDING TTD TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD CONTROLLER CABINET GROUNDING

Advanced Surveying Control Services for Building the Vertical Cities.

Is Your Envelope Effective? Mark Lawton P.Eng Morrison Hershfield Limited Vancouver

This directive establishes Department of Homeland Security (DHS) policy regarding the physical protection of facilities and real property.

How to Design Helical Piles per the 2009 International Building Code

ATLAS RESISTANCE Pier Foundation Systems

Method Statement for Static Load Testing (Compression) for Micropiles

REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE

Datasheet. airmax 2x2 PtP Bridge Dish Antenna. Models: RD-2G24, RD-3G26, RD-5G30, RD-5G30-LW, RD-5G34. Powerful Performance for Long-Range Links

Guide for Performing a Wireless Site Survey. 2.4 GHz IEEE g/802.11b/

At the completion of this guide you should be comfortable with the following:

Fire-resistant barriers: background on requirements and determination method. Reading guide for test reports.

4B The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections.

Aluminium systems profile selection

Guernsey s Structural Engineering Experience

Transmission Foundations Case History : Helical piles Hydro One Networks Inc.

Worldwide network in over 40 countries.

Prepared For San Francisco Community College District 33 Gough Street San Francisco, California Prepared By

Certification: Building Plans Examiner. Exam ID: B3

Invisible DX Antenna for the Low Bands

Dish Installation Page

TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African

foot skylight) is enough to knock a worker off their feet. A 10 mph wind gust on a 5 x 6 skylight develops a wind force of 270 lbs.

Strengthening of Large Storage Tank Foundation Walls in an Aggressive Environment by External Post-tensioning. May 7th 2013: Dominique Deschamps

PROCEDURES AND CARE FOR ASSEMBLY AND DAILY INSPECTION OF THE APPORT ELECTRIC MINI PLATFORM A-50 Model

GUIDELINES FOR UTILITY INSTALLATIONS Part 1 - Wire Lines and Communications Cables

Buildings Construction Procurement Strategy

Roof Curbs, Extensions and Equipment Supports

Kingsbury Run Greenway Project

Report on Sanctuary/Chancel Crawl Space Inspection. St. John in The Wilderness, 2896 Old Lakeshore Road Bright s Grove. Project No.

EUROCODE 7 & POLISH PRACTICE

Trimble CenterPoint RTX Post-Processing Services FAQs

Condition assessment and repair of antenna towers concrete foundations

Jean François Aumont (1), Bastien Mancini (2). (1) Image processing manager, Delair-Tech, (2) Managing director, Delair-Tech. Project : Authors:

Ground-borne Vibrations and Ground Settlements Arising from Pile Driving and Similar Operations

symptoms of a faulty foundation

Installation information. METTLER TOLEDO MultiRange DW150 / DW150T wall scale

>

The advantages and disadvantages of dynamic load testing and statnamic load testing

IRB 2600ID-15/1.85 Simple integration, high performance

PLANNING AND ZONING 102 E. Airline Highway, LaPlace, Louisiana, (985) Fax (985)

Structural Foundation System

Step 11 Static Load Testing

EARTHQUAKE DESIGN OF BUILDINGS

AMF112 ( <00>) 13mm (1/2 in.)

WiMo Antennen und Elektronik GmbH Am Gäxwald 14, D Herxheim Tel. (07276) FAX

Standex-Meder Electronics. Custom Engineered Solutions for Tomorrow

Seismic Risk Prioritization of RC Public Buildings

Cellular Antenna Towers for Cellular Telecommunications Service or Personal Communications Services

Permanent Magnetic Generator Construction Manual

ICC-ES Evaluation Report

Scenario analysis of Carbon Trade for Energy Efficient Renovations of. Operation Manual (take Beijing as an example)

Geotechnical Investigation Reports and Foundation Recommendations - Scope for Improvement - Examples

OSHA GUIDANCE DOCUMENT FALL PROTECTION IN RESIDENTIAL CONSTRUCTION

Uniform Construction Code (UCC) Manufactured Homes. Modular Homes. Building Permit Application Package

FIRE RATED WIRING. What the FT4! Paul Latreille, C.E.T. Ottawa Branch Manager

SECTION XI OPINION OF PROBABLE COST

AMF112 Instruction Manual

SPECIFICATIONS. INTERLOCKING CONCRETE POROUS PAVING UNITS or Permeable Interlocking Concrete Pavers (PICP)

The Chillon Project: Aerial / Terrestrial and Indoor Integration

Smart Electromagnetic Flowmeter Open channel Flowmeter Detector

AMS 120. EFT Guest Card Terminal & Refund unit

Transcription:

COLOCATIONS AND MONUMENTATION IN THE DORIS NETWORK Hervé FAGARD (Institut Géographique National - France) 1 H. Fagard (IGN-F)

Antenna types in the DORIS permanent network Alcatel Starec 10 stations Deployed 1986 --> 1992 Point identification: xxxa 46 stations (+ 2 IDS experiments) Deployed as of 1992 Point identification: xxxb 2 H. Fagard (IGN-F)

Survey of a DORIS/Alcatel antenna GPS survey using the forced centering interface 3 H. Fagard (IGN-F)

Survey of a DORIS/Starec antenna GPS survey using the forced centering interface 4 H. Fagard (IGN-F)

Colocations with other IERS techniques: how active and reliable are they? Many instruments colocated with DORIS are not currently operating: Discontinued long-term occupation by:» VLBI (Richmond, Santiago)» SLR (e.g. Dionysos, Easter Island, Goldstone, etc.) Short duration (2 days only once, to a few days per year) mobile VLBI occupations (Toulouse, Ponta Delgada, Metsähovi) Unreliable tie: Insufficient accuracy, measured only once, sometimes many years ago Very long baseline, different geological movements (e.g. Kourou) Ties to be measured: Sakhalinsk, Cachoeira --> Not all DORIS presumed colocations have the same usefulness for the current realisation of the ITRS 5 H. Fagard (IGN-F)

DORIS stations in proximity to other IERS techniques 6 H. Fagard (IGN-F)

DORIS colocations with active other techniques 7 H. Fagard (IGN-F)

Number of colocations: theoretical vs active DORIS + Theoretical Active & surveyed GPS 38 34 SLR 12 + 1 IDS exp. 7 + 1 IDS exp. VLBI 13 + 1 IDS exp. 8 + 1 IDS exp. 8 H. Fagard (IGN-F)

DORIS «internal» colocations (1) 31 DORIS stations, out of the 56 making up the current permanent network, have multiple antenna positions (following antenna change or relocation): Two different antenna positions at 20 sites Three different antenna positions at 10 sites All ties between different antenna positions on the same site have been measured accurately, except: AMSA-AMSB (approximate connection planned, AMSA no longer exists) HBKA-HBLA (antenna moved by host agency, no direct survey) HELA-HELB (antenna change by host agency, no survey) KERA-KERB (dubious KERA antenna height) GOLA-GOMA (no direct connection) 9 H. Fagard (IGN-F)

DORIS «internal» colocations (2) 10 H. Fagard (IGN-F)

DORIS antennas stability: general points The overall antenna stability depends on the stability of: The mounting structure: Metal tower (guyed or not) Steel pole Metal interface The monument on which this structure is installed: Concrete pillar or block (founded or not on the underlying bedrock) Building The geological structure on which the monument is located 11 H. Fagard (IGN-F)

Antenna support: 1st generation ( >1992) Stability requirement: a few cm (expected DORIS positioning accuracy = 10 cm) Guyed metal tower: guy-wires not always placed so as to guarantee a long term antenna stability Alcatel antennas: Phase center position known to within ± 5 mm Difficult to survey and center No accurate verticality adjustment Catches the wind Measured eccentricities after more than 10 years: 1 to 5 cm 12 H. Fagard (IGN-F)

Antenna support: 2nd generation (1993 > 1999) Stability requirement: 1 cm over 10 years (Achieved DORIS positioning accuracy = 2 to 3 cm) Starec antennas available: Phase center position known to within ± 1 mm Easy to accurately survey and center Resist high winds Improved guying and verticality adjustment: 3 guy-wires at 120, whose tension is adjusted to reach a mm level centering The supporting plate can be leveled so as to adjust the antenna verticality to within ± 1 mm Excellent short term rigidity and stability, but long term stability still dependent on the guy-wires 13 H. Fagard (IGN-F)

Antenna support: 3rd generation (as of 2000) Stability requirement: a few mm over 10 years (DORIS positioning accuracy approaching 1 cm) Antenna supports: Forced centering plate on a concrete monument Metal mounting structures not requiring guy-wires Monuments: Prefer ground installation rather than buildings Concrete structure deeply anchored into the ground (design depends on ground nature) Buildings: low elevation, antenna on a load-bearing wall 14 H. Fagard (IGN-F)

Examples of DORIS pillar designs Bedrock at or near ground level No bedrock, but hard soil Soft soil 15 H. Fagard (IGN-F)

Network renovation progress: estimated antennas stability 16 H. Fagard (IGN-F)