ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Civil Design of Underground Hydro Power Projects

by G?sta Persson, VBB-SWECO Consulting Engineers, Architects & Economists, Stockholm, Sweden,



Document Type: Proceeding Paper

Part of: Water Power '87

Abstract:

Various reasons exist for the development of underground schemes. Limited space at dam sites in deep and narrow river valleys makes it favourable to separate the power house from the dam structure and the diversion arrangements. Headrace tunnels with pressures varying within wide limits are either unlined or lined with shotcrete, concrete or steel depending on rock conditions and the prevailing pressure. Tailrace tunnels are designed as unlined or lined with shotcrete or concrete depending on the existing rock conditions. Transformers and switchgear can be located in the same rock cavern as the machinery hall or they can be located in an extension of the machinery hall. A third layout implies two separate parallel caverns.

Subject Headings: Tunnels | Underground structures | Hydro power | Rocks | Power plants | Underground construction | Shotcrete

Services: Buy this book/Buy this article

 

Return to search