Technical Papers
Dec 20, 2023

Analysis of Dam Failure and Incident Investigations in the United States from 1960 through 2022: Framework for Improving Future Investigations

Publication: Journal of Water Resources Planning and Management
Volume 150, Issue 3

Abstract

There are multiple dam failures and dam safety incidents every year in the United States. There are currently no standard policy requirements for when or how to conduct failure or incident investigations. In order to understand the state of the industry, this study reviewed 58 different dam failure or incident investigation reports based on incidents that occurred in the United States from 1960 through 2022. The investigations ranged from well-known failures/incidents of large dams such as Oroville Dam and Teton Dam, to little known structures such as Hawkins Dam, a small dam in the state of Washington that had a spillway failure in 2014. The investigations were analyzed and evaluated for characteristics such as the length of time for the investigation team to get on-site, the amount of time to complete the full investigation, what organization funded the investigation, independence of the investigation team, scope of the investigation, and several other parameters. Based on the analysis, investigations after the year 2000 have seen more time pass before the investigation team can visit the site and investigations have taken longer to complete. Investigations are often not fully independent, are most commonly funded by federal agencies, and often do not investigate human, programmatic factors, or consequences. This paper makes 10 recommendations for improving investigations in the future, including recommended definitions for incidents and failures. In this paper, the authors recommend that (1) a dam safety incident be defined as a potential failure mode has initiated and progressed but has not led to an uncontrolled release from the reservoir; (2) a high flow release be defined as: An incident when there are consequences downstream of a dam due to controlled flows passed by the dam, not due to the failure of a dam or dam component; and (3) that dam failures be separated into three types based on the severity of downstream consequences.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 150Issue 3March 2024

History

Received: Mar 10, 2023
Accepted: Sep 20, 2023
Published online: Dec 20, 2023
Published in print: Mar 1, 2024
Discussion open until: May 20, 2024

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Nathaniel Gee, P.E. [email protected]
Dept. of Civil and Construction Engineering, Brigham Young Univ., 430 Engineering Building, Provo, UT 84602 (corresponding author). Email: [email protected]
Mark Baker, P.E. [email protected]
President, Dam Crest Consulting, 2855 Rock Creek Cir, Superior, CO 80027. Email: [email protected]
Lee Mauney, P.E. [email protected]
Dams Levees and Civil Works Business Class Lead, HDR Professional Associates, 1670 Broadway, Denver, CO 80202. Email: [email protected]
Rollin H. Hotchkiss, Ph.D., P.E., D.WRE, F.ASCE https://orcid.org/0000-0002-1391-6101 [email protected]
Professor, Dept. of Civil and Construction Engineering, Brigham Young Univ., 430 Engineering Building, Provo, UT 84602. ORCID: https://orcid.org/0000-0002-1391-6101. Email: [email protected]

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