Novapoint Civil Construction

volume reporting for Excel
cross sections with shading used to represent materials replacement.
a triangle model was created of the original terrain and the
blasted salvo, so that the volume between triangle models
function could be used.
Parkingplace Trysilfjellet
tion of terrain model where it has been shown that
the existing road does not match the terrain model
used in planning. The road was re-surveyed and
included in the terrain model at a higher priority, so
that I did not need to remove any of the original terrain
data. Rock was also found in the section. This
was surveyed and added to the terrain model as a
layer in the ground. The next element was the
replacement of marsh, both across the entire or
parts of the road width. This was surveyed and
entered in the terrain model in the same way as the
rock. The road model was then recalculated.
I should also mention that the new version
Novapoint 17 7 was used, which has several new
details which were very useful in the project. First
and foremost was the option to end a layer in the
ground vertically, where materials replacement did
not extend across the entire road width. I would
also like to mention the new volume reporting for
Excel, which is very well structured and clear.
Here you can obtain the volumes you need and volumes
for each profile at the intervals you have
selected.
When this was completed, cross sections were
drawn in the drawing with shading used to represent
materials replacement.
After surveying has been completed and has been
imported into the terrain model, calculating the project
before and after corrections is simply achieved
by turning off and on different layers. This really
shows you the benefits of being able to check volumes.
If this job had not been carried out by checking in
the terrain model etc, we would have accepted the
volumes specified in the contract, which in this case
would have resulted in us having to carry out a
great deal of work for free.
Before we purchased this program, we had to check
everything manually, which was also not as accurate
as the result we achieved here. Increasingly busy
working days also does mean that we probably
would have accepted the volumes specified in the
contract.
The costs of the investment can therefore be quickly
covered in the course of a relatively low number
of projects.
VOLUME CALCULATIONS OF A ShOOTING
RANGE FACE IN DEIFJELLET
The last significant project was a volume calculation
of a shooting range face in Deifjellet, Regionfelt
Østlandet. John Galten AS had a contract with The
Norwegian Defence Estates Agency for blasting,
crushing and transport of rock for use in the construction
of the firing range.