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GROUND WAVES

The magnets of the SLS storage ring are mounted onto 48 girders with the 36 bending magnets of the 12 TBAs sitting on the ends of two adjacent girders [7]. The amplitude of stored beam orbit oscillation excited by groundwaves is calculated by convolution of the seismic spectrum on site, damping by the concrete slab of the hall, girder mechanical amplification factors, closed orbit distortion amplification factors and attenuation factors of the fast feedback system [4].

For a rough worst case estimate the following assumptions are made:


  
Figure: Amplification factors defined as ratio of closed orbit (averaged over ground wave incident angle and phase) to ground wave amplitude for single elements (dotted) and elements mounted on girders (solid). For high frequency the factors approach the values from random magnet misalignments which are for single elements, girder to girder and girder absolute alignment given by 58, 22, 6 horizontally and 25, 4, 3 vertically. An increase of the factors is observed where $\lambda$ equals the betatron wavelength, which occurs at 36 Hz for the horizontal and at 14 Hz for the vertical. Speed of sound was assumed to be 500 m/s (soft ground).
\begin{figure}
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\epsfig{file=gw_amplifacs.eps, width=82.5mm}\end{figure}

Multiplying these numbers one arrives at rms average orbit distortions of 25 [15] $\mu$m horizontally [vertically] at 30 Hz and 7.5 [1.5] $\mu$m at 60 Hz without feedback. Including the feedback the orbit distortions are well below 1 $\mu$m over the whole frequency range.

With this as the result of a worst case estimate we are looking forward to achieve a rather quiet beam at SLS.



next up previous
Next: Bibliography Up: STUDIES ON IMPERFECTIONS IN Previous: MULTIPOLE ERRORS
Michael Boege
1999-06-07