Within the early eighties and speaking normally, the only internal pipeline inspection was either carried out by the sewer inspection businesses, who will be inspecting primarily dry sewer pipe(Underground Sewer Pipe) sections over quick distances; normally not exceeding 150m and who would cease in the event the pipe became surcharged to the point exactly where the camera would grow to be submerged and also the oil sector help companies 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 organizations who were largely oblivious towards the internal condition
of their pipelines, adits, aqueducts and tunnels were starting to possess
concerns in regards to the integrity of their assets, numerous of which had
been constructed in the course of the Victorian era or more recently in the
early fifties and had by no means been inspected and were unsuccessfully trying
to find firms and/or gear that could carry out such surveys.
In some
circumstances they have been able to de-water the pipelines(Water Supply
Pipes) and if large
adequate diameter, they would send a confined space group in to carry out a
visual survey; such surveys had been clearly fraught with potential dangers,
not least of which included the danger of collapse, flooding along with the
accumulation of toxic gasses.
De-watering came
with its personal set of potential risks towards the structural integrity on
the concrete, tunnelled and brick constructed pipelines; in numerous
situations, little leaks designed by displaced joints, erosion and localised
harm etc. enabled the leaking water to discover a path through the ground and
over quite a few years, earth will be washed out from around the pipe,
typically resulting in big water filled voids forming about the outdoors in the
pipeline.
The newly
de-watered pipeline which would often be partially reliant on the head of water
inside the pipeline (looking to push the walls out), to maintain its structural
integrity, could abruptly be subjected to numerous tons of water outside from
the pipeline (wanting to push the walls in), producing localised regions of
external high pressure, which would typically cause pipe failure and localised
collapse, causing subsidence of the ground above the pipeline manifesting as
holes inside the ground that would seem 'over-night'.
At around this
time there was an escalating demand in the Water Companies 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 time period the HSE Diving Executive, showed a keen interest in the
safety aspect of sticking divers up pipes and ahead of long an excursion
selection of about 30m as a maximum was regarded as protected, providing that
all of the needed security precautions have been in place.
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