Slipforming The Bath County Shafts

Society for Mining, Metallurgy & Exploration
William D. Leech Peter S. Buskirk
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
27
File Size:
1210 KB
Publication Date:
Jan 1, 1985

Abstract

Virginia Electric and Power Company commencing in early 1985 will begin operating the Bath County Pumped Storage hydroelectric facility, presently the largest capacity installation of its kind. Six concrete lined vertical shafts, 3 ea x 44.0 ft (13.4m) diam x 330 ft (100m) and 3 ea x 28.5 ft (8.7m) diam x 740 ft (226m), comprise a portion of the three underground power conduits. The project team decided to employ the slipform over the conventional jump form method. This selection was based on the engineer's hydraulic design and the contractor's performance requirements. This paper presents the key elements of the shafts' successful slipform operations. The contractor achieved slip rates as high as 60 ft (18m) per day; and the owner received competent permanent linings as specified by the engineer. The authors describe the team's effort to progressively improve both concrete quality and placement rate.
Citation

APA: William D. Leech Peter S. Buskirk  (1985)  Slipforming The Bath County Shafts

MLA: William D. Leech Peter S. Buskirk Slipforming The Bath County Shafts. Society for Mining, Metallurgy & Exploration, 1985.

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account