Hi Mike,
Tom,
My engineers Douglas
Bruce and Julius Fazekas have prepared the following information for you with
regards to constructing a global survey network. It is listed below. I might
also add that I have also discussed the PPPL project with my management.
They/we are pleased to provide your organization with as much assistance as we
can without infringing upon our commitments to the Spallation Neutron Source.
The two attachments
above are the exact same document in different format. Additionally, I
will be sending a dxf drawing file depicting our monument layout plan. It should
be coming momentarily. If you have any questions please give me a
call.
Regards
Joe
Joseph
Error
Group Leader, SNS
Survey & Alignment
UT-Battelle,
LLC
Oak Ridge National
Laboratory
Building 8600, Room
C-279
MS-6462
Oak Ridge,
TN 37831-6462
Phone
865-241-6625
Cell
865-776-6246
Fax
865-574-6617
From: Bruce,
Douglas R. [mailto:brucedr@ornl.gov]
Sent: Wednesday, February 07, 2007 1:20
PM
To: error@sns.gov;
jjfiii@sns.gov
Subject:
Revision 3: PPPL plan
Joe,
Here are some points regarding the
tentative network design for PPPL.
1. Monuments. The initial network is
composed of 40 floor monuments, and 60 wall monuments. The floor monuments
are sited in a grid pattern on the floor, placed over structural supports
below. The wall monuments are placed on the shielding block around the
perimeter, in groups of three (above each other) at heights of 0.5 m, 2.15 m,
and 3.5 m above the floor. A fourth set of 20 wall monuments, at 5.15 m
above the floor, will be incorporated into the network in a separate campaign
later. It is not worth the additional time and effort of including them in
the first network, because the expected deformation will likely render them
inaccurate before they would ever be used for aligning the
experiment.
2. Measuring
Equipment. The network observations are
to be performed with two instruments: the LTD500 laser tracker and the NA3003
digital level. The network is small enough that total station observations
are not
required.
3.
Manpower. This initial network can be
observed in three days by four S & A personnel. This includes a full
calibration of the laser tracker on the first day of
observations.
4. Checking and
outlier detection. The network has been designed
with sufficient redundancy that outlier detection and removal can be reliably
performed after return to SNS, without requiring a return trip to the
site.
5. Network
precision (horizontal). Horizontal network precision
is commonly quoted by computing the relative error ellipses between pairs of
network monuments (all combinations, exhaustively), and scaling them to the 95%
confidence level, and then examining the lengths of all the semimajor
axes. The maximum value found provides a worst-case precision for the x-
and y-coordinate differences between any pair of monuments in the network.
With the present network design, preanalysis (variance-covariance propagation)
shows that the average 2-sigma semimajor axis length is 47 microns, and the
maximum at 2-sigma is 82 microns. My understanding is that the overall alignment
error budget is going to be dominated by deformation of the components
themselves, therefore requiring a negligible error budget contribution from the
network.
6. Network
precision (vertical). Similarly, the average 2-sigma
precision for elevation difference between pairs of points is predicted to be 69
microns, and the maximum elevation difference uncertainty at 2-sigma is 188
microns. The vertical precision among the floor monuments, taken as a
group, is much better (25 microns). This provides an excellent baseline
for very precise vertical deformation monitoring of the
floor.
7. Network
useability. When using the finished
network to align components, the density of the monument pattern guarantees that
a tracker could be positioned anywhere in the room and have 7-10 monuments
within 5 meters of the instrument. Lines of sight will be lost as
components are installed due to obstructions, but this density of monuments
should still allow any future laser tracker setup to be transformed into the
network coordinate system with a likely positional precision of 20-40 microns,
for the purpose of component installation. Naturally this figure depends
on the exact geometric relationship between the tracker and available monuments,
and also upon the amount of accumulated network
deformation.
8. Re-observation
and deformation monitoring. This network should be
expected to degrade in accuracy as installation proceeds, due to the weight of
the experiment applied to non-ground-level floor. It is likely that the
floor will sag unevenly as the load is applied, and the shielding walls may lean
in response to the floor motion. Therefore we make two recommendations:
(1) that the network be re-observed and readjusted after the majority of the
experiment is installed (but before the platform is installed), and (2) that a
new set of 20 wall monuments be placed at a height of 5.15 meters above the
floor and incorporated into the network during (or after) this re-observation
campaign. The exact locations of these last 20 monuments, and the design
of the network to incorporate them, will be finalized after we see the available
lines of sight available at that point.
A. Trip #1:
Layout of monuments
SNS S&A will
supply:
PPPL will
supply:
Schedule:
Day 1:
Travel.
Day 2: Pre-job safety meeting;
verify location of floor supports; lay out monuments; perform asbuilt/check on
monument locations.
Day 3:
Travel.
B. Trip #2:
Measurement campaign
SNS S&A will
supply:
PPPL will
supply:
Schedule:
Day 1:
Travel
Day 2: Pre-job safety meeting;
tracker calibration; begin leveling.
Day 3: Perform laser tracker network
observations; finish leveling. (Outlier detection check at
night.)
Day 4: Finish observations, and
repeat any outlier observations, if necessary.
Day 5:
Travel.
C. Trip #3:
Re-observation campaign
SNS S&A will supply: (same as
trip #2)
PPPL will supply: (same as trip
#2)
Schedule: (same as trip
#2)
D. Trip #4:
Densify network high on shielding walls (possibly combined with
#3)
SNS S&A will supply: (same as
trip #2)
PPPL will supply: Same as trip #2,
but also
Schedule: Four days (two for travel,
and two for measurement). However, if done in conjunction with trip #3,
simply add two days of measurement to the trip #2
schedule.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
Doug
Bruce
Survey and Alignment
Group
Spallation Neutron
Source
Mail Stop
6462
Building 8600, Room
C-284
865.748.2713
(cell)
865.576.9209
(fax)