Technical Design Report Super Fragment Separator
Technical Design Report Super Fragment Separator
Technical Design Report Super Fragment Separator
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DRAFT<br />
this, planning a network layout, exists at GSI (PANDA, WinGeonet/Lego).<br />
The already existing, long time utilised hard- and software modules (TASA) for network measurement,<br />
data analysis, online-alignment, data presentation and documentation etc., are based on<br />
the mainly use of Total Station [98]. This proved system was meanwhile adapted to newer techniques,<br />
thus a new data flow to LEGO adjustment module for combined Laser Tracker and Level<br />
measurements using TASA software package was realized.<br />
2.4.A3.2.5 Survey networks<br />
Simulation<br />
The design of survey networks, represented by fixed reference points within the different facilities,<br />
is a major task, which results in scheduling the most suitable number and position of the points and<br />
the quantity and kind of observations. The - still to be defined - required network accuracy in the<br />
various areas of the facility has to be achieved. Detailed simulation calculations yields to a prediction<br />
of global and relative uncertainties of all reference points including fiducial points on<br />
magnets etc.<br />
Up to now no simulation was calculated for the subsystems, for which reliable, definite information<br />
concerning final size, detailed lattice, tunnel layout, location of the rings in relation to each<br />
other, design of buildings and much more are needed; whereas a first coarse estimation was made<br />
about the number of vertical shafts, needed to connect the surface network with the machine<br />
network in the SIS100/300 tunnel. From this follows a requirement of three connections, based on<br />
an assumption of a needed global accuracy of ±2 mm (1σ) for the SIS100/300 network of reference<br />
points.<br />
Figure 2.4.146: Sketch of a part of an exemplary network (exclusive components).<br />
Free stationing<br />
The actual survey and alignment plan relies on Laser Tracker combined with levelling, and in some<br />
cases combined with Total Station. Laser Tracker uses free stationing technique for orientation.<br />
Free stationing technique has no need for fixed instrument monuments. The measurement system<br />
can be set up very flexible, only visual contact to evenly spread points on the wall and floor is<br />
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