Within the early
eighties and speaking typically, the only internal pipeline inspection was
either carried out by the sewer inspection businesses, who would be inspecting
mainly dry sewer pipe(Underground
Sewer Pipe) sections over
brief distances; usually not exceeding 150m and who would stop if the pipe
became surcharged towards the point where the camera would turn out to be
submerged and also the oil business assistance businesses who would run
'intelligent pigs' even though the oil pipes to assess weld integrity, pipe
wall thickness and condition in an effort to assess pipeline longevity and secure
operating pressure.
At this time the
water companies who were largely oblivious for the internal condition of their
pipelines, adits, aqueducts and tunnels were starting to have concerns in
regards to the integrity of their assets, several of which had been constructed
for the duration of the Victorian era or far more recently inside the early
fifties and had in no way been inspected and had been unsuccessfully wanting to
find companies and/or gear that could carry out such surveys.
In some cases
they had been capable to de-water the pipelines(Water Supply
Pipes) and if huge
adequate diameter, they would send a confined space team in to carry out a
visual survey; such surveys have been naturally fraught with possible dangers,
not least of which incorporated the danger of collapse, flooding as well as the
accumulation of toxic gasses.
De-watering came
with its personal set of possible dangers towards the structural integrity of
the concrete, tunnelled and brick constructed pipelines; in many situations,
modest leaks created by displaced joints, erosion and localised damage and so
forth. enabled the leaking water to locate a path by way of the ground and over
quite a few years, earth would be washed out from around the pipe, often
resulting in huge water filled voids forming about the outdoors on the
pipeline.
The newly
de-watered pipeline which would often be partially reliant on the head of water
within the pipeline (trying to push the walls out), to preserve its structural
integrity, could suddenly be subjected to a number of tons of water outside of
the pipeline (wanting to push the walls in), creating localised places of
external higher pressure, which would often cause pipe failure and localised
collapse, causing subsidence in the ground above the pipeline manifesting as
holes inside the ground that would seem 'over-night'.
At about this
time there was an growing demand in the Water Businesses to send divers up
water filled pipes(Tap Water Pipe) armed with CCTV cameras, to survey for as far as
their nerve or umbilical length would permit.
Inside a very
short period of time the HSE Diving Executive, showed a keen interest within
the security aspect of sticking divers up pipes and ahead of extended an
excursion selection of about 30m as a maximum was regarded as safe, offering
that all the needed security precautions have been in location.
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