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Prime pagine RA2010FUS:Copia di Layout 1 - ENEA - Fusione

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052<br />

progress report<br />

2010<br />

allows a very uniform temperature <strong>di</strong>stribution to be achieved by the pipes and gives the opportunity to have<br />

a single manifold for each segment, thus minimizing the eddy current effects on the structure and easing the<br />

system remote handling. The heat load impinging on the FW is, on average, 1 MW m –2 , with about<br />

3MWm –2 peak. The First Wall is designed to be actively cooled down by pressurized water flowing with a<br />

rate of 5 m s –1 , able to keep the temperature around 200°C in order to avoid any impurities adsorption. The<br />

design will be compatible with a completely remote handling and maintenance.<br />

Vacuum vessel design<br />

The vacuum vessel (VV) provides for vertical (up, down), oblique (up, down) and equatorial access ports (90 in<br />

total) for the plasma <strong>di</strong>agnostics, the vacuum, the auxiliary heating, the in–vessel remote handling (RH)<br />

maintenance and all of overall the systems that get to the vacuum vessel [2.10]. Special machine ports were<br />

designed to accommodate a 10 MW (45° inclined on the plasma cord) NNBI system (fig. 2.11) [2.13].<br />

The equatorial ports are characterized by an aperture shape that is relatively high and rather narrow. Two<br />

ports are one side enlarged to accommodate the NNBI beam. Since the beam are injected 45° on the magnetic<br />

axis the port available space is reduced. This configuration has been chosen to assure the best compromise<br />

between the narrow spaces and the designed 10 MW of power input to be supplied. Although at high density<br />

practically no shine–through is pre<strong>di</strong>cted, in case of low density operation a dump plate protection must be<br />

foreseen in the inner and outer first wall.<br />

Neutral beam<br />

Critical<br />

points<br />

NBI equatorial port<br />

Calorimeter<br />

Beam line vessel<br />

Figure 2.11 – Horizontal section of the NNBI system<br />

access port at FAST<br />

Figure 2.12 – FAST toroidal module<br />

The vacuum system has to reach a base pressure of<br />

about 1×10 –7 Pa, in order to minimise the presence of<br />

any possible residual impurities in the vacuum vessel<br />

before the plasma <strong>di</strong>scharge. By allowing for a specific<br />

outgassing rate (after all cleaning procedures) of<br />

6.7×10 –9 Pa m 3 s –1 m –2 , the needed effective pumping<br />

speed is about S eff<br />

=2.2 m 3 s –1 . The conductance<br />

between a pump and the vacuum vessel is dominated<br />

by the conductance of the vacuum line between the<br />

pump and the port, the <strong>di</strong>mensions of the latter being<br />

rather large. As a result the overall pumping speed<br />

must be about 4.25 m 3 s –1 and therefore 4<br />

turbomolecular pumps, with pumping speed of<br />

1.5 m 3 s –1 will have to be used.<br />

Toroidal field coil system<br />

The toroidal field coils (TFC) system has a 20°<br />

modular configuration (fig. 2.12), with a total of 18<br />

coils. Each coil consists of 14 oxygen free copper plates<br />

suitably worked to realize 3 turns in ra<strong>di</strong>al <strong>di</strong>rection.<br />

The turns of each coil are welded on the most external<br />

region in order to obtain a continuous helix and the<br />

plates are tapered at the innermost region to realise the<br />

wedged shape. A conceptual design of the fee<strong>di</strong>ng bars<br />

has been done, keeping in account the “return<br />

currents” for each coil: the relevant preliminary 3D<br />

electromagnetic analysis has not in<strong>di</strong>cated any<br />

noticeable perturbation introduced by the bars. In the<br />

highest performances H–mode scenario, a field of<br />

8.5 T is foreseen at the major ra<strong>di</strong>us R 0<br />

=1.82 m; this<br />

corresponds to a total of 76.5 MA–turn, i.e., to<br />

101.1 kA per turn. The maximum ra<strong>di</strong>al inward force<br />

acting on each TFC is 66.5 MN, while the vertical<br />

force on half of the TFC system is 690 MN, for the<br />

highest performance case. An appropriate structural

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