Description & Background
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 flowing from the east forced moist air up the 7,000 foot-high mountain slopes. Typically, a fast moving air stream quickly pushes such moisture through the area, but on that Friday afternoon there was a slow, almost-stagnant air mass moving over the isolated mountain range. Rapid City (1972 population of approximately 43,000) didn’t anticipate either the magnitude of the storm or the breach of Canyon Lake Dam.
At 9:00 a.m., the National Severe Local Storm Forecast Center advised that isolated thunderstorms approaching severe limits (hail larger than ¾” and wind gusts stronger than 60 mph) were expected in western South Dakota during the late afternoon and evening. At noon, the Rapid City National Weather Service (NWS) released similar predictions to the media. During the afternoon, two intense thunderstorms developed. A flash flood warning was issued for the northern Black Hills at 7:15 p.m. and was shortly thereafter expanded to include Box Elder Creek and Rapid Creek. Mayor Don Barnett was notified of the event and at 10:30 p.m. urged immediate evacuation of low-lying areas in a television and radio broadcast. At 10:45 p.m., Canyon Lake Dam failed by overtopping.
Canyon Lake Dam was a 20-foot-high, 500-foot-long, earthfill dam located 7 miles up the meandering Rapid Creek that flows through Rapid City. The 192 acre-foot recreational reservoir was constructed by the Works Progress Administration in 1938. The two isolated thunderstorms that struck the area on June 9th produced a total of 15 inches of rain near Nemo, South Dakota including an average of 10 inches over a 60-square-mile area in just 6 hours. “Using a duration of 6 hours and an area coverage of 10 square miles, the highest observed rainfall near Nemo would constitute about 90 percent of the probable maximum precipitation.” (2)
The flash flood within the watershed upstream of the dam carried debris-laden water down into Canyon Lake Reservoir where it accumulated. The dam spillway gates were opened to avert the rising water levels but they soon became clogged. Several men were assigned to remove debris, but the task became impossible when a boat dock from the lakeshore broke loose and lodged in the spillway. Many boats and other debris soon piled up behind the boat dock blocking the reservoir’s outlet. With the spillway obstructed, the water level continued to rise until the dam was overtopped around 10:00 p.m. Water flowed over the earthfill embankment for about 45 minutes before complete breaching of the dam occurred. On June 10th at approximately 12:15 am, the floodwave which was estimated to be around 50,000 cubic feet per second reached downtown Rapid City.
Rapid City never sounded its four warning sirens and suffered severe losses of both life and property. An estimated 238 lives were lost. Total damages were estimated to be $160 million (or nearly $1 billion in 2015 dollars). The majority of bridges spanning Rapid Creek, approximately 5,000 automobiles, and 1,335 homes were destroyed by the flood. An additional 2,500 homes were significantly damaged. Vast development of flood plains substantially contributed to the damage and loss of life. In order to minimize future losses, 754 acres were subsequently designated as a floodway. All homes were destroyed or relocated from the floodplain and businesses were given the choice to stay or relocate. Canyon Lake Dam was rebuilt in 1976.
(1) National Weather Service (2015). The Black Hills Flood of 1972. National Weather Service website (www.weather.gov). S. Department of Commerce, National Oceanic and Atmospheric Administration, National Weather Service.
(3) USGS and NOAA (1975). Geological Survey Professional Paper 877. The Black Hills – Rapid City Flood of June 9-10, 1972: A Description of the Storm and Flood. Prepared jointly by the U.S. Geological Survey and the National Oceanic and Atmospheric Administration.
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.
Regular operation, maintenance, and inspection of dams is important to the early detection and prevention of dam failure.
Additional Lessons Learned (Not Yet Developed)
- PMF magnitude floods do occur.
- Dams should be inspected and monitored during and/or after large rainfall, seismic, or other unusual loading events.
- Dams may overtop for floods more frequent than the design flood if the spillway capacity is reduced (due to debris plugging or gate malfunction) or if a gated spillway is not operated as assumed in design studies.
Additional Resources not Available for Download
- Jansen, Robert B. Dams and Public Safety. Denver, CO: U.S. Department of the Interior, Water and Power Resources Service, 1983. Print.
- Singh, Vijay P. Dam Breach Modeling Technology. N.p.: Kluwer Academic, 1996. Web. 4 June 2015.