Lyell Collection

Quarterly Journal of Engineering Geology and Hydrogeology

Lyell Centre  |   Lyell Collection  |   Subscriptions   |   Geological Society  |   Email alerts  |   Online bookshop  |   Help


Keywords:
Author:
Advanced search>>
This Article
Right arrow Full Text (PDF)
Right arrow References
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Email this article to a friend
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Right arrow Request Permissions
Citing Articles
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Anderson, J. G. C.
Right arrow Search for Related Content
GeoRef
Right arrow GeoRef Citation
Quarterly Journal of Engineering Geology and Hydrogeology; 1970; v. 2; issue.3; p. 183-194;
DOI: 10.1144/GSL.QJEG.1970.002.03.02
© 1970 Geological Society of London

Article

Geological factors in the design and construction of the Ffestiniog Pumped Storage Scheme, Merioneth, Wales

John Graham Comrie Anderson, M.A., PH.D., D.SC., F.R.S.E.

Department of Geology, University of South Wales, Cathays Park, Cardiff, Monmouthshire.

The Ffestiniog Pumped Storage Scheme, in Merioneth, the first in Britain, is situated on Upper Cambrian and Ordovician sediments and metasediments, on Ordovician volcanics and fine-grained intrusions and on a granite laccolite. The nature and structure of these rocks and the glacial history were major factors in the choice of site and in the design and construction of works which include two large dams, deep vertical shafts, pressure tunnels and penstocks, and a power station of 360 MW capacity.

The presence of a glaciated rock-lip of Ordovician igneous rocks located the upper dam site, but the effects of glacial drag necessitated deeper excavation than expected; faulting also had to be taken into account. Twin 640 ft vertical shafts pass down through the igneous rocks into Ordovician sediments. Four pressure tunnels and the power station site were excavated in flaggy Upper Cambrian rocks, subject to a varying degree of meta-morphism; in spite of well-marked bedding and cleavage and the presence of several faults (forecast from site investigation) these strata proved satisfactory both mechanically and hydraulically. Hornfelsed sediments provided sound foundations at shallow depth for the Lower Dam; deeper excavation was necessary in granite cut by minor faults and intrusions and affected by weathering.

Site exploration included nearly 4000 ft of core boring.

No new geological views are put forward but observations are recorded bearing on the relation of the granite to its aureole, on the nature of the Ordovician volcanics and intrusions, on the Cambrian/Ordovician boundary and on the fault and joint systems.