Oroville Dam is also at seismic risk

By David Jacobson and Ross Stein, Temblor

Check your hazard rank

oroville-dam-spillway
Because of recent rainfall, and extreme erosion, the Oroville emergency spillway is at risk of catastrophic failure. (Photo from wattsupwiththat.com)

 

The Oroville Dam in Northern California has garnered headlines recently due to its potential spillway failure. In recent weeks, heavy rainfall has raised the water level in Lake Oroville to the point where the emergency spillway was used for the first time since the dam opened in 1968. This was in part due to rising lake levels, and also to a football field-sized hole in the main spillway caused by erosion. But shortly after water started flowing over the emergency spillway, there was a major problem: The emergency spillway also began eroding to the point where officials became wary of the potential for catastrophic failure, leading to the evacuation of up to 200,000 residents downstream.

oroville-dam-failure
This image show the significant erosion which has taken place at the Oroville Dam. Because of the risk of collapse, approximately 200,000 people have been evacuated. (Photo from LA Times)

 

But that’s not Oroville’s only problem: It is also associated with one of the largest “induced” (induced or promoted by actions of man) earthquakes ever recorded in the U.S.: A M=5.8 event in 1975 (According to the USGS). While this may sound like a foreign concept, the filling of some reservoirs has been shown to be associated with a significant increase in seismicity. Most frequently, this increase occurs within several months of a reservoir’s filling. However, at Lake Oroville, it occurred seven years after the dam’s completion (Lahr et al., 1976).

oroville-dam-seismicity
Despite the fact that the site of the Oroville Dam only has a hazard rank of 8, it is the site of the second largest induced earthquake ever recorded. The M=5.8 on August 1, 1975 is believed to have been triggered by an increase in pore pressure cause by rapid draining and filling of the lake.

 

On August 1, 1975, a M=5.8 earthquake struck 8 km (5 mi) southeast of the town of Oroville (The USGS shows it was preceded by a M=4.5 foreshock eight seconds prior to the mainshock). From July 1974 to January 1975, the Lake’s water level was lowered by approximately 40 m (130 ft), and then quickly raised again (Lahr et al., 1976). Such rapid fluctuations in water level are believed to have triggered the second largest induced earthquake ever recorded.

While the exact reasons for this type of induced earthquake is uncertain, scientists often attribute them to pore pressure variability. When a dam is filled, water slowly diffuses into the bedrock, finding its way into faults and fractures, where it jacks up the pore pressure. This increase makes faults more slippery, reducing the friction that otherwise keeps faults locked, and so makes faults more susceptible to failure. Today, a concept that was foreign and rare in 1975 is now, sadly, commonplace: Wastewater injection into deep wells in Oklahoma is doing exactly the same thing, and the largest so far about the same size as at Oroville: The 3 September 2016 M=5.8 Pawnee, Oklahoma, quake. Because of the fault geometry at Oroville, calculations by Bell and Nur (1978) suggest that the weight of the water actually clamps the fault, inhibiting failure. But the slow diffusion of the water into the fault zone, which takes years to build up, ends up promoting quakes. This could be another reason for the quake delay. The rapid draining and subsequent filling of Lake Oroville from July 1974 to January 1975 could also have caused crustal weakening from the built up pore pressure.

An interesting question is whether after 5 years of drought, the large and rapid refilling of the Lake this winter—from 1/3 full to brim full—could set the stage for future induced earthquakes at the Lake. It should be noted that the dam has been regularly subject to rigorous site specific seismic hazard analysis. Nonetheless, both the spillway integrity and seismic resilience point to the same need for safety, strength, and vigilance.

 

References
USGS Release: Scientists Find Source of Oroville Earthquakes (Prepared: August 12, 1975)
Bell, M. L., and A. Nur (1978), Strength changes due to reservoir-induced pore pressure and stresses and application to Lake Oroville, J. Geophys. Res., 83(B9), 4469–4483, doi:10.1029/JB083iB09p04469
K.M. Lahr, J.C. Lahr, A.G. Lindh, C.G. Bufe, and F.W. Lester, The August 1975 Oroville Eearthquakes, Bulletin of the Seismological Society of America. Vol. 66, No. 4, pp. 1085-1099. August 1976
CHARLES A. LANGSTON AND RHETT BUTLER, FOCAL MECHANISM OF THE AUGUST 1, 1975 OROVILLE EARTHQUAKE, Bulletin of the Seismological Society of America. Vol. 66, No. 4, pp. 1111-1120. August 1976
PAUL W. MORRISON, JR., BRIAN W. STUMP, AND ROBERT UHRHAMMER, THE OROVILLE EARTHQUAKE SEQUENCE OF AUGUST 1975, Bulletin of the Seismological Society of America, Vol 66, August 1976, No 4.
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Acknowledgements
Robert Uhrhammer (UC Berkeley)
Paul Earle (USGS)
Lind Gee (USGS)
Peggy Hellweg (UC Berkeley)
David Oppenheimer (USGS)