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.
Catalog Record Title
Data and Report from S&T Project: 21045: Voids Behind Spillways, Conduits, Canals, Tunnels, and Siphons: Causes, Detection Techniques, and Repair Options
Generation Effort
S&T Project 21045: Voids Behind Spillways, Conduits, Canals, Tunnels, and Siphons: Causes, Detection Techniques, and Repair Options
Location Name
Reclamation Technical Service Center (TSC)
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.

