Catalog Item

S&T Project 21045 Final Report: Repair of Voids Behind Spillways, Conduits, Canals, Tunnels, and Siphons

Voids form as a consequence of the deteriorated state or poor design of the structures they are associated with. There are a variety of different mechanisms that can lead to the formation of voids adjacent to dam structures (U.S. Bureau of Reclamation, 2019). Determining the appropriate action to be taken after a void has been detected involves the careful consideration of many different factors. Selection of the appropriate method is always site specific. Designers must consider factors such as the type of materials used in the original design as well as common design / construction practices at the time of construction. Some other important factors include downstream impacts, extent and location of damage, size and shape of conduit or spillway adjacent to the void, type of material being eroded, size of dam, and cost of repair. This report details each of the different repair, renovation, and replacement techniques for structures associated with void formation, and provides guidance on the appropriate action to be taken. Additionally, the report provides the results of laboratory testing on permeable low density cellular concrete and foam transported sand as innovative methods to repair voids.
Download File Opens in new window
Generation Effort S&T Project 21045: Voids Behind Spillways, Conduits, Canals, Tunnels, and Siphons: Causes, Detection Techniques, and Repair Options
Type Uploaded file(s)
File Type PDF
Publisher Bureau of Reclamation
Publication Date Friday, January 31st, 2025
Update Frequency not planned
Last Update Tuesday, April 15th, 2025

Disclaimer

The findings and conclusions of this work are those of the author(s) and do not necessarily represent the views of the Bureau of Reclamation.