Published 1989 | Version v1
Book

Long term ground movement of TRISTAN synchrotron

  • 1. National Laboratory for High Energy Physics, Ibaraki-ken (Japan)

Description

The long term ground movement is estimated through the geological survey before a big accelerator is planned. For the case of TRISTAN-MR (main ring), its site was surveyed to reflect the underground information to the building prior to the construction. The movement of the synchrotron magnet mainly results from the structure of the tunnel. If an individual movement of the magnet exceeds a certain threshold limit, it gives a significant effect on the particle behavior in a synchrotron. Height of the quadrupole magnets were observed periodically during past two years at the TRISTAN-MR and their height differences along the 3 km circumference of the accelerator ring were decomposed into the Fourier components depicting the causes of the movements. Results shows the movement of the tunnel foundation which was also observed by the simultaneous measurement of both magnets and fiducial marks on the tunnel wall. The long term movement of the magnets is summarized with the geological survey prior to construction. 1 ref., 6 figs., 1 tab

Additional details

Publishing Information

Publisher
Institute of Electrical and Electronics Engineers.
Imprint Place
New York, NY (USA)
Imprint Title
Proceedings of the 1989 IEEE (Institute of Electrical and Electronics Engineers) particle accelerator conference. Volume 3
Imprint Pagination
678 p.
Journal Page Range
p. 2018-2020.

Conference

Title
1989 IEEE particle accelerator conference.
Dates
20-23 Mar 1989.
Place
Chicago, IL (USA).

INIS

Country of Publication
United States
Country of Input or Organization
United States
INIS RN
21058845
Subject category
S43: PARTICLE ACCELERATORS;
Resource subtype / Literary indicator
Conference
Descriptors DEI
GEOLOGIC SURVEYS; GROUND MOTION; LEVELS; MAGNETS; POSITIONING; QUADRUPOLES; SITE SELECTION; SYNCHROTRONS; TUNNELS
Descriptors DEC
ACCELERATORS; CYCLIC ACCELERATORS; EQUIPMENT; MOTION; MULTIPOLES; SEISMIC EFFECTS; UNDERGROUND FACILITIES

Optional Information

Secondary number(s)
CONF-890335--Vol.3.