Catalog Item
S&T Project 21045 Final Report: Causes of Voids Behind Spillways, Conduits, Canals, Tunnels, and Siphons
The presence of voids behind or below a structure can limit operations at best and at worst be a precursor to failure. Voids could lead to hydraulic jacking, ground instability, and a roofed path for internal erosion processes. Any and all of these conditions could result in a failure, as seen recently at the Fort Laramie tunnel or the Oroville Dam spillway. This report is intended to provide a high-level overview of the topics as they relate directly to the problem of void formation near spillways, conduits, canals, tunnels, and siphons. A series of questions aimed at guiding the investigator towards structures (inventory-wide) and areas (structure-specific) most likely to have voids is provided to streamline detection efficiency. Subsequent reports build on this work by detailing detection methods and repair techniques with this series of questions used to optimize efficiency.
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.

