Description & Background

Trees along embankment crest create concentrated flow that can cause erosion of grass and soils surrounding them during overtopping of dam. Vegetation at and around dams can impact dam performance and lead to failure.
Regular operation and maintenance as well as thorough and consistent inspection must be practiced throughout the lifetime of a dam. In addition to maintaining proper function, cost efficiency, and compliance with safety regulations, such habits can lead to the early detection of deficiencies and prevention of failure. Continuing these management activities is a simple way to extend the useful life of a dam provided a detailed Operations and Maintenance (O&M) Program that includes routine, adequate inspections has been developed and is followed.
An O&M Plan is a unique guidance document developed to ensure that a dam is performing safely and according to its design and purpose. As the name suggests, this type of program contains details pertaining to two main administrative matters: operation and maintenance. The first portion of an O&M Plan consists of a series of procedures that are essential to proper dam operation and often extracted from a Standard Operating Procedures (SOPs) report or a similar type of manual. This section of an O&M Plan may also contain managerial practices to guarantee and document the completion of the SOPs.
While the first part of an O&M Plan is devoted to dam operations, the second focuses on facility upkeep. Standard practices for both preventive and extraordinary maintenance should be provided in this section. Preventative maintenance is performed routinely and includes the servicing of the dam and its appurtenances with the intention of avoiding over-vegetation, animal impacts, equipment deterioration, mechanical malfunction, flooding, or failure. Extraordinary maintenance is comprised of the repairs required to correct these damages if they do occur.
In addition to consistent and documented operation and maintenance, regular inspection is essential to preserving the proper functionality of a dam. Formal dam safety inspections and routine assessments should be conducted regularly. Dam assessments are thorough investigations of a dam by licensed professionals in which design documents are consulted and the current conditions are compared to those considered state-of-the-art. Inspections are conducted on a more frequent basis by dam operators or maintenance personnel. These inspections include simple observation of the dam, appurtenances, the reservoir, and surrounding area.
With the implementation of consistent operation, maintenance, and inspection comes a record of baseline conditions at the dam. As a result, deviation from normalcy becomes apparent. Because signs of potential risk and failure often present themselves prior to a disaster, early detection of such issues through proper O&M and inspection is essential. Early detection of potential dam incidents provides crucial time for the appropriate response to be executed. When performed according to O&M documents and immediately following an unusual observation, these two actions can lead to the prevention of dam failure and its consequences.
References:
(1) USBR. (1990). Training Aids for Dam Safety: How to Organize an Operation and Maintenance Program. Denver: U.S. Department of Interior, Bureau of Reclamation.
Summary
Photos
- Gates, valves, and other mechanical appurtenances at dams should be exercised routinely to avoid unexpected malfunction.
- O&M and inspections are designed to protect dams against the impacts of animals. This section diagram portrays the increased potential for piping that could be caused by animal activity around earthen embankment dams.
- The upstream slope of this embankment dam has been damaged by livestock and cattle traffic.
- Section drawing depicting one of the potential dangers of tree growth on embankment dams.
- Improper maintenance of vegetation at this concrete spillway led to damage of the concrete by underground tree roots.
- The maintenance of dams should include the removal of debris that may decrease the capacity of spillways and conduits.
- Inspection of conduits within dams can be helpful in identifying dangerous conditions at dams. In this case, the deterioration of the corrugated metal pipe allowed piping of embankment material through the conduit and eventual failure of the dam.
- Examples of equipment that are useful during dam inspections include a safety vest, camera, GPS device, other measuring devices, and waders.
- Inspections of dry conduits can be completed by personnel who are trained in confined space entry.
- The inspection of dam appurtenances under water can be completed by trained divers.
- Remotely operated vehicles provide a means for the inspection of water conveying conduits.
- Aerial view of Fontenelle Dam and emergency repair to cavity caused by internal erosion in 1965 after seepage with increasing flow was observed by contractors during routine inspection (Photo source: Michael J. Gobla, 2013 AEG Shlemon Specialty Conference).
- Spillway gate malfunction at Folsom Dam releasing contents of Folsom Lake. Lack of regular inspection as well as proper maintenance of the gate contributed to the failure of Radial Gate No. 3 in 1995.
Videos
- Animation describing the importance of the maintenance of dams developed by the Association of State Dam Safety Officials.
- Mark Pabst presents an overview of seepage monitoring and analysis of embankment dams as part of the Association of State Dam Safety Officials On-Demand Webinar series.
- ASDSO Webinar presented by Paul Schweiger highlighting dam inspections and key maintenance issues.
- Video produced by the Kansas Department of Agriculture provides guidance on addressing animal impacts at dams
- Video produced by the Kansas Department of Agriculture describing practices for the maintenance of trees at dams.
- Informational video created by the Kansas Department of Agriculture describing signs of beaver activity around dams.
- Tom Jacobs presents on the maintenance of pond sediment during the Kansas Dam Safety Conference in 2012.
- Video produced by the Kansas Department of Agriculture containing advice on identifying signs of cracking during dam inspections.
- Video produced by the Kansas Department of Agriculture containing advice on identifying and preventing erosion of embankments due to livestock, pedestrians, and vehicular traffic.
- Video produced by the Kansas Department of Agriculture containing advice on identifying dangerous seepage conditions during dam inspections.
- Video produced by the Kansas Department of Agriculture containing advice on identifying signs of the potential for future overtopping.
- Video produced by the Kansas Department of Agriculture containing advice on identifying signs of headcutting at and around dams.
Case Studies

Baldwin Hills Dam (California, 1963)
The Baldwin Hills Reservoir was constructed in 1951 to provide water to the south and southwest portions of the city of Los Angeles, California. Sitting atop one of the tallest hills in the region, the reservoir was confined on three sides by compacted earth dikes...

Barahona No. 1 Dam (Chile, 1928)
Chile is probably the most seismically active country in the world, contributing a high percentage of total seismic energy released worldwide. Chile is also the world’s largest copper producer, generating 2.5 millions of tons of copper tailings each day. The failure of Barahona No. 1 dam in 1928 was the first record of an earthquake induced collapse of a tailings dam in Chile.

Big Bay Lake Dam (Mississippi, 2004)
A number of the site conditions, design and construction details, and the distress indicators that developed between the initial reservoir filling and failure combine to suggest a complex internal erosion...

Buffalo Creek Dam (West Virginia, 1972)
On February 26, 1972 at approximately 8:00 A.M., Coal Slurry Impoundment #3 at the Buffalo Creek coal mine in Logan County, West Virginia gave way sending millions of gallons of water and millions of cubic yards of coal slurry down the Buffalo Creek. Over the next three hours...

Camará Dam (Brazil, 2004)
Camará Dam is a roller compacted concrete dam in Brazil completed in 2002 and failed during first filling in 2004. The dam was originally designed as an earthen embankment, but the design changed to RCC after the contractor was selected. Irregularities and potential conflicts of interest in the contracting process were allowed by the dam owner.

Canyon Lake Dam (South Dakota, 1972)
The Friday afternoon of June 9, 1972 was the beginning of a tragedy for Rapid City, South Dakota along the eastern slopes of the Black Hills mountain range. Scattered showers from the previous days had left the ground saturated while a low-level air mass...

Castlewood Canyon Dam (Colorado, 1933)
Castlewood Canyon Dam was constructed in 1890 across Cherry Creek, 40 miles southeast of Denver, Colorado. The masonry and rock-fill structure, built from local materials, was around 600 feet long with a height of 70 feet measured...

Columbia River Levees at Vanport (Oregon, 1948)
On May 30, 1948, rising floodwaters of the Columbia River breached a railroad fill acting as a levee and flooded the city of Vanport, Oregon. At the time, Vanport was Oregon’s second largest city and World War II’s largest federal housing project.

Folsom Dam (California, 1995)
Located approximately 20 miles northeast of Sacramento, California, Folsom Dam was designed and constructed by the U.S. Army Corps of Engineers to generate hydropower along the American River. The 340-foot high concrete gravity Folsom Dam along with two earthen wing dikes...

Ka Loko Dam (Hawaii, 2006)
At approximately 5 a.m. on March 14, 2006, following a four-week period of heavy rainfall, Ka Loko Dam experienced an unexpected, catastrophic, and massive breach that quickly drained nearly the entire reservoir.
Additional Case Studies (Not Yet Developed)
- Black Creek Site 53 (Mississippi, 1983)
- Centennial Narrows Dam (Arizona, 1997)
- Lake Needwood Dam (Maryland, 2006)
Best Practices

Technical Manual for Dam Owners: Impacts of Animals on Earthen Dams
Author: Federal Emergency Management Agency
Date Published: 2005

Technical Manual for Dam Owners: Impacts of Plants on Earthen Dams
Author: Federal Emergency Management Agency
Date Published: 2005

Model State Dam Safety Program Manual
Author: Federal Emergency Management Agency & Assocation of State Dam Safety Officials
Date Published: 2022

Training Aids for Dam Safety: Inspection of Embankment Dams
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: Inspection of Concrete and Masonry Dams
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: Inspection of Spillways and Outlet Works
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: Inspection and Testing of Gates, Valves, and Other Mechanical Systems
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: Inspection of the Foundation, Abutments, and Reservoir Rim
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: Preparing to Conduct a Dam Safety Inspection
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: Dam Safety Awareness
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: Documenting and Reporting Findings from a Dam Safety Inspection
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: How to Organize a Dam Safety Program
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: How to Organize an Operation and Maintenance Program
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: Identification of Material Deficiencies
Author: Interagency Committee on Dam Safety

Training Aids for Dam Safety: Identification of Visual Dam Safety Deficiencies
Author: Interagency Committee on Dam Safety

Evaluation and Monitoring of Seepage and Internal Erosion
Author: Interagency Committee on Dam Safety
Date Published: 2015
Other Resources

Maintenance and Operation of Dams to Prevent Failure
Author: P. Rizzo & J. Blair
Technical Paper published by Association of State Dam Safety Officials

Recommended Guidelines for Safety Inspection of Dams, ER 1110-2-106
Author: U.S. Army Corps of Engineers
Engineering Report for USACE

Pocket Safety Guide for Dams and Impoundments
Author: U.S. Department of Agriculture
Instructional guide