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Workshop on Tau-Charm at High Luminosity

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Presentation on theme: "Workshop on Tau-Charm at High Luminosity"— Presentation transcript:

1 Workshop on Tau-Charm at High Luminosity
Alignment M. Del Franco, E. Di Pasquale, S. Tomassini La Biodola, Isola d'Elba (Italy) May 2013

2 CONTENTS Project Footprint Mission
Tollerances and alignment implications State of the Art Alignment Network, Design & Survey Simulation & Analysis Conclusions

3 Preliminary FOOTPRINT

4 MISSION All measurement tasks require a fixed reference base (or datum) from which measurements can be made and calculated. For large-volume metrology applications, the reference base typically takes the form of a survey network that consists of a collection of target "nests" and/or instrument stations that have known geometry and uncertainty. The survey networks will cover the whole of the site, providing a global coordinate matrix for alignment and dimensional control. The accuracy requirements for each network vary according to the alignment tasks for which they are designed.

5 Alignment TOLERANCES? The required positioning tolerances are the key point of the survey and alignment network design. Those tolerances dictate the instruments and methods necessary to obtain the positioning goals. As an examples the NSLS II tolerances are shown. Relative tolerances Girder to Girder Magnet-to-Magnet Horizontal positioning ± 0.15 mm ± 0.03 mm Vertical positioning Longitudinal ± 0.50 mm ± 0.1 mm Roll angle ± 0.5 mrad ± 0.20 mrad Table 1: NSLS-II Girder-to-Girder and magnet-to-magnet Positioning Tolerances. Global tolerances ± 3 mm Horizontal positioning Vertical positioning Table 2: NSLS-II Required Global Tolerances. A similar table is expected from the -charm collaboration to design a dedicated alignment network

6 Let’s have a look on what has been done all around the world on the survey and alignment network design

7 J-PARC Japan Proton Accelerator Research Complex
STATE OF THE ART Circumference 518,4m J-PARC Japan Proton Accelerator Research Complex Survey network GPS Circumference 3.9 miles (6.3 km) TPS Taiwan Photon Source

8 NSLSII National Synchroton Light Source II
FERMILAB Fermi National Accelerator Laboratory NSLS-II covers an area of about one-eighth of a square kilometer with a radius of ~124 m and a circumference of ~780 m.) Circumference 3.9 miles (6.3 km)

9 Alignment NETWORK DESIGN & SURVEY
We plan to set an alignment network along the accelerator tunnel. The alignment network is used as a reference for installing,locating or adjusting the accelerator devices. It can also be used to monitor the deformation of the accelerator alignment along with time. According to the major structure of the accelerator complex, the network can be divided into Primary Control Network 8 Monuments (Surface Network) 103 meters above sea level Scondary Control Network 15 Sight Risers (Tunnel Network) meters above sea level The storage ring and linac monuments are accessible through penetrations in the roof wall shielding, Sight Risers

10 Primary Control Network Survey
Two receivers Three receivers Seven receivers

11 Secondary Control Network Survey

12 Secondary Control Network Survey cont’
Monument section layout of a tunnel alignment network Survey scheme of an horizontal section

13 Instruments available @ LNF
SURVEY & ALIGNMENT Instruments LNF Laser Trackers Leica LTD 840 (±15µm+6µm/m) Leica LTD 500 (±10µm/m) Optical Instruments 2 Leica T3000 theodolites 2 Leica N3 levels Hall Probe & Rotating Coil Magnetic measurements for component fiducialization Stretched wires (WPS)

14 -charm case study Primary Network Secondary Network
Only the outer reference points of the secondary network are visible.

15 Alignment network SIMULATION and ANALYSIS
A wide range of metrology systems will be used during the assembly of the Tau-Charm machine such as laser trackers, total stations, which will interface with dedicated software packages and measurement plans specific to the Tau-Charm requirements.

16 VERY PRELIMINARY pREANALYSIS Number of Entered Stations = 23
Number of Azimuth/Bearing Observations (DMS) = 197 Number of Zenith Observations (DMS) = 29 Number of Distance Observations (Meters) = 36 Number of Angle Observations (DMS) = 29 VERY PRELIMINARY

17 Network Design Evolution @ Fermilab
Full Network Preanalysis GPS+LT+Traverse+Levels

18 Vibration Tolerances SuperB Request
(RMS vertical displacement for SuperB) Measured @ Tor Vergata (RMS vertical displacement) IP 300 nm 20-40 nm Final Focus 20-30 nm Arcs 500 nm Elsewhere 1000 nm

19 Instrumentations and Techniques
Conclusions Lattice In order to obtain congruence between the survey network and the lattice layout provided by the machine physicist, the datum of both of these systems must be the same. The six parameters (x, y, z, yaw, pitch, and roll) provided by the lattice for each beam component must be used for all calculations to set the girders and other accelerator components. The database also contains the fiducial information of each component that needs to be placed. Civil Infrastructure Civil Infrastructure is closely related to Lattice and Machine tolerances. Instrumentations and Techniques Some specific tools or techniques may be taken into considerations in order to fulfill the alignment requirements Hydrostatic alignments Stretched Wire Systems Vibrating wires fiducialization Micro/nano positioning……..and so on

20 Thank you


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