1988
DOI: 10.1088/0029-5515/28/4/007
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Plasma diagnostics on large tokamaks

Abstract: The main tasks of the large tokamaks which are under construction (T-15 and Tore Supra) and of those which have already been built (TFTR, JET, JT-6O and DIE-D) together with their design features which are relevant to plasma diagnostics are briefly discussed. The structural features and principal characteristics of the diagnostic systems being developed or already being used on these devices are also examined. The different diagnostic methods are described according to the physical quantities to be measured: e… Show more

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Cited by 53 publications
(20 citation statements)
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“…1 p m (Refs. 3,4). An estimated distribution of percent energy versus wavelength is 80% at 40-60 8, from carbon, 10% at 15-20 8, from oxygen, and 10% in the range of loo0 A from hydrogen.…”
Section: Review Of Tokamak Plasma Radiation Characteristicsmentioning
confidence: 96%
“…1 p m (Refs. 3,4). An estimated distribution of percent energy versus wavelength is 80% at 40-60 8, from carbon, 10% at 15-20 8, from oxygen, and 10% in the range of loo0 A from hydrogen.…”
Section: Review Of Tokamak Plasma Radiation Characteristicsmentioning
confidence: 96%
“…But there is a need for a preamplifier near the detector. Also it is sensitive to radiation damage, which begins to take effect from a 1 MeV neutron fluence of  5 x 10 14 ncm 2 (Orlinskiz and Magyar, 1988). These detectors have been used in DIVA (Odajima et al1978), ISX-B (Bush and Lyon, 1977) and TFR (TFR groups, 1980) tokamaks.…”
Section: Pyroelectric Detectormentioning
confidence: 99%
“…In this case, the deflection of the probing beam in the region of the detector's light sensitive element (1-2 m from plasma) is ~0.01 mm, which is much smaller than the interference fringe width (>5 mm) that is practically attained during tuning. When evaluating the vibra tion induced noise, it is reasonable to assume that the vibration spectrum of the large GOL 3 facility is anal ogous to the spectrum of large tokamaks, such as D III or JET, where the measured amplitude of vibra tions of structural elements is ~100 μm at a character istic frequency of 100 Hz [1,8]. The experience has shown that such a vibration level on the GOL 3 facility can be efficiently suppressed using a 1 m long frame, whose columns have a cross section of 15 × 20 cm 2 .…”
Section: Interferometermentioning
confidence: 99%