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Bringing Down the Curtain
The complex clean-up of Dounreay nuclear plant on the north
east coast of Scotland is progressing as contractors near
completion of the grout curtain which will isolate a contaminated
waste shaft. Alexandra Wynne reports.
The distinctive white dome of the Dounreay Fast Reactor (DFR)
rises like a giant golfball as out of the Scottish landscape,
signalling your arrival at the country's largest nuclear cleanup
and demolition project.
But the dome is only one element of a vast site that for
nearly four decades operated as the UK's centre of fast-reactor
research and development. Dounreay Site Restoration (DSRL),
a company owned by the United Kingdom Atomic Energy Authority
(UKAEA), is now decommissioning the Nuclear Decommissioning
Authority-owned site (NCE 1 February 2007).
In the 1950S, during construction of a sub-sea liquid effluent
discharge tunnel (LEDT) for the site, a temporary shaft had
been built to improve tunnelling access and remove spoil.
The 4.6m diameter, 60m deep shaft was later used as a dump
for intermediate level nuclear waste. "In 1958 some bright
spark physicists realised they had this shaft, so they applied
for permission to dispose of intermediate level waste in there,"
says DSRL shaft isolation senior project manager Warren Jones.
The shaft, whose base is 60m below sea bed level, was unlined,
allowing water to flow in freely through the Devonian Caithness
Flags bedrock. Once work was complete, however, the shaft
was sealed off from the tunnel system with a 1m concrete plug.
The pumps used during tunnelling were then removed and it
was allowed to flood.
The nuclear legacy facing site workers today comprises more
than 11,000 items including lathes, laboratory equipment and
drums of waste.
They were dumped there until 1977, when the shaft suffered
a chemical explosion. Since then, environmental legislation
has been tightened and DSRL must now remove all waste from
the shaft.
Geotechnical firm Ritchies is carrying out the first part
of this work for DSRL and is nearing completion of its £16M
contract to seal the rock surrounding the shaft. This will
allow the 60m of contaminated groundwater that has seeped
inside the shaft to be pumped out, and stop new water flowing
in through surrounding rock.
Ritchies' target is to seal the rock so tightly that water
inflow can be handled by the existing water treatment plant
at Dounreay.
When the waste retrieval begins, the water in the shaft will
need to be controlled so waste can be removed in dry conditions.
DSRL ruled out the alternative to dry retrieval which would
have meant pumping 300m3 of water from the hole each day.
This is because it is 25% salt water, and DSRL would have
had to acquire evaporation treatment plant to handle the water.
Jones says this would have cost £220M to build at 2000
prices. Halcrow is designer for the shaft isolation and proposals
for the main grout treatment involved a grout curtain similar
to the shape of a cup that would surround the shaft and blockedoff
tunnel section.
However, Jones says a redesign meant the eventual curtain
resembles the shape of a boot. This surrounds the shaft more
closely than the earlier design, reducing the internal surface
area of the curtain. This is important because it also reduces
the area through which surrounding groundwater can seep into
the shaft.
The original plan meant that the inner part of the grout
curtain could have been more than 20m from the shaft at its
furthest point.
With the final design, this distance has been reduced to
a maximum 10m from the shaft.
Ritchies is using remote control wireline coring rigs for
the'boreholes on this project. These have now completed drilling
250 holes - both vertical and inclined - with a 96mm diameter
to depths of 10m to 100m. The main grouting for the shaft
- completed by the beginning of April- has been done in stages
with the help of a packer. This has rubber rings at the top
and bottom of a 5m long grouting tube that are inflated to
form a seal. This allowed the crew to change the grouting
pressure in any section of the borehole according to the extent
of the (mainly horizontal) fracturing in the rock.
The boot shape is formed in four stages. The first comprises
an inner curtain of blocker grouting to protect the shaft
from the grouting for the main outer curtain. This is done
through boreholes at 3m spacings and the idea was to fill
the fractures to create a protective barrier around the shaft.
"Physicists were worried that if the grout [for the
main shaft isolation work] got into the shaft it could solidify
the waste in there," says Jones.
Using higher pressures of up to 50 bar ensured the blocker
grout reached beneath the shaft and blocked-tunnel section.
Then moving away from the shaft, further out from the protective
barrier, site workers completed primary grouting in three
phases starting with the larger fissures, and gradually focusing
on the smaller ones.
The final phase comprises a floor and curtain around the
shaft and a floor and roof around the blocked section of the
LEDT.
This included using 225m3 of ultra - fine cementitious grout
capable of grouting fissures to a scale of thousandths of
a millimetre. At Dounreay the tolerance is an exacting 25J.lm.
Ritchies must complete the sealing work to an efficiency
of 95% or more, which is equivalent to reducing the water
inflow from its original assessment at 350m3 down to 15m3
per day. The team was concerned that the water drill flush
for drilling the boreholes could become contaminated by the
small amounts of ground-up rock being washed out of the bores.
It came up with a way of using the same 100m3 of flush for
the entire project. This was de-sanded and re-circulated to
the rigs for the two-year drilling period to minimise contamination.
Validation drilling and testing was expected to be complete
earlier this month.
Over the next three months, the results of the validation
testing will be assessed, groundwater inflow modelled and
a report produced before the focus shifts to removing the
nuclear waste.
Article courtesy of New Civil Engineer - June 2008
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