A 60km long network of lochs, dams, tunnels, aquaducts, pipelines and rivers interconnect six power stations in a cascade system, which reuses the water several times for power generation. Each station reuses the water that has been discharged by the one above to generate electricity.
A dam blocks the natural outflow of Loch Doon and acts as the main storage reservoir at the top of the scheme, which has a drop of 210m over its length.
Glenlee is the fifth of the six power stations in the interlinking renewable energy scheme that covers a large area of Galloway and South Ayrshire. Water for Glenlee Power Station gathers in Loch Clatteringshaws and flows through a 6km long tunnel to a portal control valve above the power station. From here water plunges 125m down the hillside through a 570m long steel penstock of varying diameter to the station’s twin 6MW turbines and out of tailrace valves and into a spillway, for discharge into the River Dee. From here the discharged water combines with natural river flows to the downstream Loch Ken, which acts as the reservoir for the last power station in the scheme at Tongland. Outflow from Tongland Power Station rejoins the lower reaches of the River Dee and flows into the Solway Firth at Kirkcudbright Bay.
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The Glenlee penstock was in need of cleaning and repainting and power station operator Scottish Power Generation Ltd awarded a contract for its refurbishment to the specialist contractor Concrete Repairs Ltd based in Falkirk. The flange bolted steel pipeline had not been cleaned and painted internally for over 70 years, since it was installed in the 1930s. CRL believed the internal cleaning and paint removal could be done with high-pressure water jetting and contacted N.E.T. Waterjet Ltd, a contractor based in Meigle, Perthshire, specialising in ultra high pressure water technology and diamond drilling and sawing.
N.E.T.Waterjet Ltd’s managing director Tom Wallace believed it was initially feasible to use hand held high-pressure water jetting lances in the penstock’s varying diameters and gradients to remove the old paint coating and peat lying in the bottom, but there was a risk for the operators and so he looked at the possibility of adapting a robot, normally used for the hydrodemolition of concrete, and visited the Conjet factory in Sweden. As soon as he saw the compact 324 Robot he knew it would work, using the optional Hammelmann blast or rotor head instead of the normal concrete hydrodemolition lance.
N.E.T. used its new Conjet 324, with optional rotor head, which arrived on site in May 2010, to remove the build up of debris and old paint coating up to 4mm thick. The company had about 4,200m2 to clean from the inner surface of the penstock in diameters from top to bottom of 3m, 2.7m, 2.4m and twin 1.8m and on varying gradients from 1:100 up to the steepest 18 degrees.
CRL removed the flange bolted expansion joints and butterfly valves in the penstock to provide N.E.T. access at several points for the Conjet 324, which was supplied with water at a pressure of 2,500 bar and flow of 25 litres/min from one of N.E.T.’s existing 250kW Hammelmann 120 high-pressure pumps. “We worked a single shift seven days a week and averaged to clean about 200m2/shift, but our best was 320m2/shift,” said Mr Wallace. “The surface of the pipe actually gets cleaned twice as the 180mm diameter blast head is rotated full circle round the inner circumference of the pipe, then advanced 90mm by the Robot and then rotated back in the opposite direction.
“The sequence is repeated continuously. The Conjet Robot has been superb and worked very well and is a lot safer and about three times faster than using hand lancing. There is no fatigue for the operator and the Robot provides consistent speed and removal. It is also possible to quickly and easily change or adjust the blast head settings and forward step speed to suit the adhesion of the old paint coating.”
There was no dust from the paint removal and the waste water and debris from the Conjet Robot cleaning process flowed down the penstock and was collected by CRL in a sump in the turbine house. It was then pumped into tankers for off site environmental treatment and disposal.
(GK)
