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SpaceOps 2006 Conference

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Title: SpaceOps 2006 Conference


1
  • SpaceOps 2006 Conference

2
SpaceOps 2006
  • ESA Station Tracking Network (ESTRACK) Augmented
    by the Second Deep Space Antenna at
    Cebreros/Spain
  • R.A. Plemel
  • SED Systems, a division of Calian Ltd,
  • Saskatoon, Canada
  • M. Warhaut and R. Martin
  • ESA/ESOC, Darmstadt, Germany 

3
Introduction
  • This paper describes the subsystem developments
    used in the 35m DSAs that have recently been
    added to the ESTRACK network
  • The core ESA Ground Station Tracking Network
    (ESTRACK) comprises
  • General purpose 15m S/X-Band ground stations
  • DSA1 deep space ground station
  • 35m S/X-band
  • New Norcia, Western Australia
  • Entered service in June 2003
  • DSA2 deep space ground station
  • 35m X/Ka-band
  • Cebreros, Spain
  • entered service November 2005
  • Assets of other agencies can be added to form the
    augmented ESTRACK or cooperative ESTRACK

4
ESA Tracking Station Network (ESTRACK)
5
ESA Antennas
DSA1 (New Norcia, Western Australia)
DSA2 (Cebreros, Spain)
6
Operational Scenarios for the ESA Deep Space
Antennas
7
RF Design Criteria for the ESA 35m Deep Space
Antennas
8
Optical Design
  • Tradeoff studies resulted in a decision to use EL
    over AZ turning head, beam waveguide (BWG)
    optical design.

DSA1 New Norcia
9
Optical Design
DSA2 Cebreros
10
Optical Design
  • Both antennas use the same main and subreflector
    shapes
  • BWG design was optimized separately for DSA1 and
    DSA2.
  • Frequency selective dichroic plates were
    developed
  • DSA1 reflects S-band, and passes X-band.
  • DSA2 reflects X-band and passes Ka-band signals.
  • Measurements of G/T, EIRP, and Tsys show that RF
    performance requirements were achieved.

11
DSA1 Feeds and BWG Mirrors before AER Shroud
Installed
12
Upper BWG Mirror Installation
13
Dichroic Plate M6 in its Shipping Crate
14
Inside AER Shroud (DSA2)
AER Ceiling
Fiberglass manwalk upper level
Kapton/AI tape
Fiberglass ladders
Fiberglass manwalk lower level
15
RF System Design
Block Diagram of DSA2 RF Subsystem
16
Feed Developed for DSA1 and DSA2
  • X-band feed
  • Low insertion loss (? 0.13 dB in Rx band)
  • High power operation (20 kW) without burst noise
  • Consists of corrugated horn, mode launcher,
    motorized polarizer, and orthomode transducer
    (OMT), diplexers.
  • Polarizer is used to change the polarization
    routed to each of the two downlink chains
  • Diplexers provide isolation between the uplink
    and downlink signals to allow simultaneous
    transmit and receive operation.

17
X-band Feed During FAT
18
Feed Developed for DSA1 and DSA2
  • S-band feed
  • similar architecture and manufacturing techniques
  • operates with 20 kW HPA
  • KaRx-band feed
  • scaled down version of the X-band feed, except it
    is receive-only (no diplexers)
  • includes a tracking coupler to allow future
    addition of monopulse tracking system

19
Ka-band Rx-band feed used in DSA2
20
LNAs
  • S, X, and Ka-band cryogenic LNA subsystems were
    developed for use in ESAs ground station
    network.
  • The cryogenic LNA subsystem consists of
  • Vacuum dewar assembly
  • spurious rejection filter
  • injection coupler for test signals
  • high electron mobility transistor (HEMT)
    amplifier.
  • Cooled to 15 K
  • Second stage post amplifier at ambient
    temperature.
  • 2-stage Helium closed-cycle refrigerators
  • Monitor and control system

21
LNAs
Ka-band LNA Dewars Bottom View
22
Frequency Converters
  • Upconverters and downconverters used in DSA1 and
    DSA2 were developed for use in ESAs ground
    station network.
  • The designs pay particular attention to phase
    noise and phase stability.

Frequency Converters Used in DSA1 and DSA2
23
Downconverters
Ka-band Downconverter Front Panel
X-band Downconverter
24
Power Amplifiers
25
Antenna Mechanical Structure
26
Main Reflector
  • Shaped paraboloid
  • Back-structure is a truss constructed from steel
    pipes.
  • Supports the quadrapod mount for the
    subreflector.
  • Reflector and supporting structure are
    counterbalanced about the elevation axis by
    ballast cantilevers.
  • 300 high-accuracy panels.

27
DSA1 Main Reflector Lift
28
DSA2 Main Reflector Surface Accuracy Map
29
Subreflector
  • Shaped hyperboloid, 4.2 m in diameter
  • Subreflector positioning system, automatically
    positions the subreflector to within 0.1 mm of
    its optimum position as the antenna elevation
    changes.

Installation of Subreflector and Struts (DSA2)
30
Azimuth Structure
  • Three story steel structure
  • Supports the elevation axis on two fixed bearings
  • Houses the drive motors, gearboxes, encoders, BWG
    mirrors
  • Azimuth motion two gearboxes each fitted with
    two servo motors.
  • Elevation motion four gearboxes with one servo
    motor each, engaging toothed gear segments on the
    ballast cantilevers

31
Azimuth Part
Cebreros Installation June 2004
Azimuth Bearing
32
Antenna Building
  • The antenna building is a ten-sided reinforced
    concrete structure with a conical roof that
    supports the azimuth bearing
  • Designed to deflect lt 1 mdeg under worst-case
    operational wind and thermal conditions.

FEA model for DSA2 Antenna Foundation and Tower
33
View of AER and Maser Room
34
Ancillary Facility Systems
  • AC power distribution
  • short break power from main and diesel
    generator
  • no-break power from UPS
  • Air conditioning
  • main air conditioning system controls temperature
    and humidity in the AER
  • separate systems regulate the temperature of RF
    equipment and maser room to within ?1?C
  • De-ionized chilled water system for 20 kW HPAs
  • NDI chilled water system for waveguide
    components, feeds, LNA cryogenic compressors, and
    main air conditioning system.

35
AER Air-conditioning Subsystem
Supply to AER
MC
Air handler 2
Air handler 1
Fresh air inlet
36
De-ionized Chilled Water Subsystem
NDI Chillers DSA2
37
Servo System
  • Consists of
  • antenna control unit (ACU). Manages the servo
    system
  • safety interlock system
  • servo amplifiers
  • drive motors
  • optical encoders
  • subreflector control system.
  • Servo system implements pointing compensation
    models
  • atmospheric refraction
  • systematic pointing error due to residual
    alignment errors
  • thermal deformation of the main and subreflector
    (DSA2 only).
  • 250 temperature sensors, located on the structure
    are used to calculate this correction.
  • tilt meters located at the elevation axis
    compensate for tilt of the tower and azimuth
    structure, due to thermal gradients or steady
    wind.

38
Pointing Calibration System
  • For DSA2, a PCS was developed and integrated with
    the servo system.
  • performs PE measurements
  • calculates SPEM coefficients from the PE
    measurements
  • calculates real-time thermal deformation
    correction
  • Residual pointing error in both X and Ka-band is
    less than 4 mdeg (3-sigma) under low wind
    conditions.
  • Can degrade by up to 2 mdeg under worst-case wind
    and thermal conditions.

39
DSA2 Ka-band Residual PE
40
Monitor and Control Subsystem
  • DSA1 and DSA2 antennas are operated remotely from
    ESOCs operations centre in Darmstadt, Germany.
  • Key elements of the MC system are
  • Front End Controller (FEC-NT) Developed by ESA
    for the ESOC ground station network
  • Station Local Area Network (LAN)
  • RF and servo equipment interface to the FEC
  • Connects the FEC to the Main Equipment Room (MER)
    (an operations building adjacent to the antenna
    building) to permit remote control from
    Darmstadt.

41
Conclusion
  • DSA1 and DSA2 are fully integrated into the
    ESTRACK network
  • They are used on a routine basis for ESAs most
    important missions
  • The performance achieved validates the design
    approach and demonstrates that the equipment
    developments undertaken for these projects have
    been successful.
  • The ability of each antenna to operate in several
    bands, and transmit and receive, allows great
    flexibility in planning future missions.
  • Planning is underway for a third 35m DSA.
    Construction should begin in 2007

42
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