Inside the early eighties and speaking usually, the only internal pipeline inspection was either carried out by the sewer inspection companies, who could be inspecting mainly dry sewer pipe(Underground Sewer Pipe) sections more than short distances; usually not exceeding 150m and who would stop in the event the pipe became surcharged to the point exactly where the camera would become submerged and also the oil market assistance companies who would run 'intelligent pigs' even though the oil pipes to assess weld integrity, pipe wall thickness and situation to be able to assess pipeline longevity and secure operating pressure.
At this time the
water businesses who had been largely oblivious for the internal situation of
their pipelines, adits, aqueducts and tunnels had been beginning to have issues
regarding the integrity of their assets, numerous of which had been constructed
during the Victorian era or far more lately within the early fifties and had
never been inspected and were unsuccessfully attempting to find organizations
and/or gear that could carry out such surveys.
In some
situations they were in a position to de-water the pipelines(Water Supply
Pipes) and if big
sufficient diameter, they would send a confined space group in to carry out a
visual survey; such surveys have been clearly fraught with prospective dangers,
not least of which integrated the danger of collapse, flooding as well as the
accumulation of toxic gasses.
De-watering came
with its personal set of prospective dangers for the structural integrity from
the concrete, tunnelled and brick constructed pipelines; in many instances,
modest leaks developed by displaced joints, erosion and localised damage and so
forth. enabled the leaking water to discover a path through the ground and more
than quite a few years, earth would be washed out from around the pipe, often
resulting in large water filled voids forming about the outdoors in the
pipeline.
The newly
de-watered pipeline which would typically be partially reliant around the head
of water within the pipeline (looking to push the walls out), to preserve its
structural integrity, could abruptly be subjected to several tons of water
outdoors on the pipeline (wanting to push the walls in), creating localised
locations of external higher stress, which would typically lead to pipe failure
and localised collapse, causing subsidence of the ground above the pipeline
manifesting as holes in the ground that would seem 'over-night'.
At around this
time there was an escalating demand in the Water Firms 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.
Within a really
quick period of time the HSE Diving Executive, showed a keen interest in the
security aspect of sticking divers up pipes and prior to long an excursion
range of about 30m as a maximum was deemed protected, providing that all of the
required security precautions were in place.
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