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INTER HYDRO TECHNOLOGY Meadowside Shap Road Kendal Cumbria LA9 6NY Tel: (01539) 729393 Fax: (01539) 740609 Email: [email protected] Also at: 97 King Street Lancaster LA1 1RH Tel: (01524) 32548 Fax: (01524) 843998 www.interhydrotechnology.com Client Ardchatten Hydro Ltd Principal Contractor Ardchatten Hydro Ltd Consulting Engineers Inter Hydro Technology Architect N/A Employers Agent James Glover M&E Consulting Engineers N/A Contract Value £2.5 million Contract Period 12 months The Esragan Hydro scheme is a conventional ‘run-of-river’ scheme on the Esragan River, Argyll. It was developed by Ardchatten Hydro Ltd, partnered by Gilkes Energy Ltd. The water is abstracted at a 2m high weir and conducted via a 1.5 km long penstock pipeline to a powerhouse, giving 90m of gross head. The outlet is approximately 0.5 km north of Loch Etive at Inveresragan. A wash-over ‘Coanda’ screen was employed to prevent all but the smallest of sediment from entering the system. This screen also allows no more than the design flow of 1.2 cumecs to enter the scheme. At the intake, a fish pass and pool has been provided for the upstream migration of fish. A secondary intake from a smaller catchment was utilised on the tributary to the Esragan, the Allt a’Ghlinne. From the intake channel beneath the Coanda screen, water is conducted through a 1200mm non-pressurised pipe to a header tank. This pipe runs above ground for about 30m through a semi-dry channel to a buried header tank. The penstock pipeline is 800mm in diameter, and is buried along its entire length. The pipe was originally planned to be made of GRP, but ground conditions dictated that ductile iron pipe was used, due to its greater mechanical strength. Along the main pipe length, a penstock of 300mm diameter joins from the secondary intake. Throughout its length, the main pipeline is provided with concrete thrust blocks at all significant changes in direction, both horizontally and vertically. Access to the pipe is provided for cleaning and ‘pigging’, and a custom designed pig launcher was part of the project scope. The powerhouse is below ground level in a field adjacent to Esragan River. It was decided to bury the powerhouse to maximise the available head, minimise perceived noise problems, negate any worries about visual intrusion, and cause minimum impact on the river bank. The powerhouse contains a turbine, generator, control panels and breaker. A 400V/11000V transformer and switch unit are located outside. ESRAGAN HYDRO

Esragan Hydropower, Argyll

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This is a brief description of the development of the Esragan hydropower scheme in Argyll, presented by Inter Hydro Technology, a division of R G Parkins & Partners Ltd.

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Page 1: Esragan Hydropower, Argyll

INTER HYDRO TECHNOLOGY

Meadowside Shap Road Kendal Cumbria LA9 6NY

Tel: (01539) 729393 Fax: (01539) 740609 Email: [email protected]

Also at: 97 King Street Lancaster LA1 1RH Tel: (01524) 32548 Fax: (01524) 843998

www. in te rhyd ro techno logy. com

Client Ardchatten Hydro Ltd

Principal Contractor Ardchatten Hydro Ltd

Consulting Engineers Inter Hydro Technology

Architect N/A

Employers Agent James Glover

M&E Consulting Engineers N/A

Contract Value £2.5 million

Contract Period 12 months

The Esragan Hydro scheme is a conventional ‘run-of-river’ scheme on the Esragan River, Argyll. It was developed by Ardchatten Hydro Ltd, partnered by Gilkes Energy Ltd.

The water is abstracted at a 2m high weir and conducted via a 1.5 km long penstock pipeline to a powerhouse, giving 90m of gross head. The outlet is approximately 0.5 km north of Loch Etive at Inveresragan.

A wash-over ‘Coanda’ screen was employed to prevent all but the smallest of sediment from entering the system. This screen also allows no more than the design flow of 1.2 cumecs to enter the scheme. At the intake, a fish pass and pool has been provided for the upstream migration of fish. A secondary intake from a smaller catchment was utilised on the tributary to the Esragan, the Allt a’Ghlinne.

From the intake channel beneath the Coanda screen, water is conducted through a 1200mm non-pressurised pipe to a header tank. This pipe runs above ground for about 30m through a semi-dry channel to a buried header tank.

The penstock pipeline is 800mm in diameter, and is buried along its entire length. The pipe was originally planned to be made of GRP, but ground conditions dictated that ductile iron pipe was used, due to its greater mechanical strength.

Along the main pipe length, a penstock of 300mm diameter joins from the secondary intake.

Throughout its length, the main pipeline is provided with concrete thrust blocks at all significant changes in direction, both horizontally and vertically. Access to the pipe is provided for cleaning and ‘pigging’, and a custom designed pig launcher was part of the project scope.

The powerhouse is below ground level in a field adjacent to Esragan River. It was decided to bury the powerhouse to maximise the available head, minimise perceived noise problems, negate any worries about visual intrusion, and cause minimum impact on the river bank.

The powerhouse contains a turbine, generator, control panels and breaker. A 400V/11000V transformer and switch unit are located outside.

ESRAGAN HYDRO