Description & Background
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 it would devastate the communities of Saunders, Pardee, Lorado, Craneco, Lundale, Stove, and 11 others. The wave washed away or demolished over 500 homes, left over 4,000 homeless and took the lives of 125 people. The impoundment was used as a settling pond for mining operation and was the third impoundment in that valley. Impoundments #1 and #2 were downstream of Impoundment #3 and subsequently failed as well. All three impoundments had been built with almost no engineering involvement. The only plans for Impoundment #3 was a sketch that had been drawn by the onsite vice president, Mr. Steve Dasovich. Inspections had been performed intermittently by the West Virginia Department of Natural Resources. They regularly found deficiencies that were left unaddressed and stated in a letter in April 1971 that all inspections covering a period from September 19, 1966 to March 25, 1971 had been unsatisfactory. One of the concerns was the lack of ability to handle large amounts of surface runoff, and the Department called for an emergency spillway to be installed. The mine did install a largely inadequate 24-inch pipe that they called the emergency spillway. It appears that there was little to no engineering involved in the design or installation of this spillway pipe.
Beginning on February 22, 1972, significant rainfall began to fall in the area. As the rain fell the water began to rise upstream of Impoundment #3. Over the next several days there were many site visits from both mine staff and community members. The onsite authority for the dam, Mr. Steve Dasovich, visited it many times and continued to insist that there was no need to fear. During his last visit (approximately two hours before the failure), he decided to add another spillway pipe. On his way to tell his staff to install it, he ran into the local Sherriff who had been called by locals because of the fear of the impoundment failing. Mr. Dasovich told the Sherriff, “The thing looks all right, we are going to do a little work on it.” Others were more concerned. Mr. Denny Gibson visited the dam several times that morning and with each visit told several residents of the possibility of dam failure. His last visit was approximately 10 minutes before the dam failed.
The exact cause of failure is unknown. Several people visiting the dam reported that there was little to no freeboard and the water was still rising. Given the limited amount of spillway capacity, overtopping was a significant concern. However, those who visited the dam within minutes of failure noted that the pool had dropped significantly, reporting between 6 and 8 feet of freeboard. Also, downstream first-hand accounts noted an increased, muddy flow for a time before the wall of water hit. This indicates that internal erosion from increased hydrologic loading, or perhaps from seepage along the recently installed spillway pipe are more likely failure scenarios.
The Buffalo Creek disaster had significant impact on our nation. Because of this failure, hearings were held in the United States Senate. Senator Henry Jackson opened the hearings by stating in part, “These occurrences (pointing to Buffalo Creek and similar failures) point up the grim fact that there are innumerable dams in existence throughout the United States which are under no effective public control to insure that they were competently designed and constructed initially, that they are being adequately inspected and maintained, or that the design remains adequate under current hydrologic conditions in the watershed.” These hearings led to the passage of Public Law 92-367, created the National Dam Inspection Program, and gave Secretary of the Army authority to begin an inventory and inspection of all the nation’s dams.
(2) Stern, G.M. (1976). The Buffalo Creek Disaster. Vintage.
(3) U.S. Congress. (1972). Hearing before the Committee on Interior and Insular Affairs United States Senate July 20, 1972.
This case study summary was peer-reviewed by Gregory Richards, P.E., Project Engineer, Gannett Fleming, Inc.
Dam incidents and failures can fundamentally be attributed to human factors.
High and significant hazard dams should be designed to pass an appropriate design flood. Dams constructed prior to the availability of extreme rainfall data should be assessed to make sure they have adequate spillway capacity.
Additional Lessons Learned (Not Yet Developed)
- Dams need to be designed by a professional engineer who has adequate experience in the design of dams.
- Dam designs need to be reviewed by competent professional engineer.
- Proper quality control and quality assurance during construction of dams is vital to the safe operation of dams.
- Dam inspections need to be performed by a competent professional, who has adequate knowledge and experience in inspecting such facilities.
- Tree roots, abandoned pipes and other penetrations into the dam can lead to failures or incidents.
- Upstream dam failures can fail downstream dams.
Additional Resources Not Available for Download
- Stern, G.M. (1976). The Buffalo Creek Disaster. Vintage.