Malpasset Dam

The ruins of the dam

Coordinates: 43°30′43.48″N 6°45′23.40″E / 43.5120778°N 6.7565000°E / 43.5120778; 6.7565000

The Malpasset Dam was an arch dam on the Reyran River, located approximately 7 km north of Fréjus on the French Riviera (Côte d'Azur), southern France, in the Var département. It collapsed on December 2, 1959, killing 423 people in the resulting flood.[1][2] The damage amounted to an equivalent total of $68 million.

Construction

The dam was a doubly curved equal angle arch type with variable radius. It was built to supply drinking and irrigation water for the region. Construction began in April 1952 and was finished in 1954. Another source reports that construction began as early as 1941. Delays due to lack of funding and labor strikes interrupted construction a few times. The project was led by well-known French engineer André Coyne. Construction cost 580 million francs (by 1955 prices), and was funded and owned by Var département. Concurrent with the dam construction, the A8 autoroute was also being built 1,400 meters further down the course of the Reyran from the dam location.

The dam was supposed to regulate the rate of the flow of the river that it was near and store 50 million m cubed of water for agriculture, and domestic use and for the tourism sector of the area.[3] The dam was 222 metres in width, 66 metres high, and had a thickness of 6.78 metres at the base and 1.5 metres at the rim.[4]

Disaster

During November 1959, there are first warning signs as "trickle of clear water observed high on the right [side]" and then cracks noticed later in the month in the concert apron at the dam toe.[5]

The dam was breached at 21:13 on December 2, 1959. This was partially due to the water level in the dam rising at a fast pace due to rainfall, and by noon on 2 December 1959 the reservoir had reached its maximum level. The guardian Ferro asked for permission to release the excess water and was denied the ability to do so until 6pm of that day, the amount of water was so high it took 3 hours to release only a few centimeters of water.[4] The entire wall collapsed with only a few blocks remaining on the right bank. Pieces of the dam are still scattered throughout the area.

The breach created a massive dam break wave, or wall of water, 40 metres (130 ft) high and moving at 70 kilometres (43 mi) per hour, destroying two small villages, Malpasset and Bozon, the highway construction site, and in 20 minutes, still standing 3 metres (10 ft) high, reaching Fréjus. The water was recorded traveling at speeds up to 70 kph with large chunks of the concrete wall some weighing up to 600 tons.[4] Various small roads and railroad tracks were also destroyed, water flooding the western half of Fréjus and finally reaching the sea.

It was reported that the death toll of the dam breach was 423, with 135 children under the age of 15, 15 minors between 15 and 21 years old, 134 men, 112 women, and 27 individuals that were never identified. Separately 79 children were orphaned.[4] Additionally, 83 people were injured.[6] The physical toll was higher with 155 buildings destroyed, 796 buildings damaged, and 1350 hectares destroyed, totaling the amount of destruction to be about 425 million euros in 2010 terms.[6]

Cause

Geological and hydrological studies were conducted in 1946 and the dam location was considered suitable. Due to lack of proper funding, however, the geological study of the region was not thorough. The lithology underlying the dam is a metamorphic rock called gneiss. This rock type is known to be relatively impermeable, meaning that there is no significant groundwater flow within the rock unit, and it does not allow water to penetrate the ground. On the right side (looking down the river), was also rock, and a concrete wing wall was constructed to connect the wall to the ground.

A tectonic fault was later found as the most likely cause of the disaster. Other factors contributed as well; the water pressure was aimed diagonally towards the dam wall, and was not found initially. As a consequence, water collected under a wall and was unable to escape through the ground due to the impermeability of the gneiss rock underneath the dam.[7] Finally, another theory quotes a source stating that explosions during building of the highway might have caused shifting of the rock base of the dam. Weeks before the breach, some cracking noises were heard, but they were not examined. It is not clear when the cracking noises started. The right side of the dam had some leaks in November 1959.

Between November 19 and December 2, there was 50 centimetres (20 in) of rainfall, and 13 centimetres (5.1 in) in 24 hours before the breach. The water level in the dam was only 28 centimetres (11 in) away from the edge. Rain continued, and the dam guardian wanted to open the discharge valves, but the authorities refused, claiming the highway construction site was in danger of flooding. Five hours before the breach, at 18:00 hours, the water release valves were opened, but with a discharge rate of 40 m³/s, it was not enough to empty the reservoir in time.

Until the Malpasset incident, only 4 other incidents of arch-type dam breaches were recorded:

See also

References

  1. ↑ The Malpasset Catastrophe in 1959
  2. ↑ 1999 documentary in French with interviews and footage of the disaster
  3. ↑ French Ministry for Sustainable Development, DGPR/SRT/BARPI (April 2009). "Burst of a Dam, 2 December 1959, Malpasset (Var) France" (PDF). ARIA: 1–7.
  4. 1 2 3 4 "The Malpasset Dam Disaster – could the Var suffer again? – Riviera Reporter". www.rivierareporter.com. Retrieved 2018-04-23.
  5. ↑ Goodman, Richard E (May 16, 2013). "On the Failure of Malpasset Dam" (PDF). University Cal. Berkeley PowerPoints.
  6. 1 2 Luino, Fabio; Trebò, Pier Giuseppe (January–April 2010). "The Malpasset dam (France) fifty years after the failure of December 2, 1959 and references to similar Italian cases". Geoingegneria Ambientale e Mineraria (in Italian). 47 (1): 53–80. ISSN 1121-9041.
  7. ↑ Erpicum, S; Archambeau (2004). "Computation of the Malpasset Dam Break with a 2D Conservative Flow Solver on a Multiblock Structured Grid" (PDF). International Conference on Hydroinformatics; World Scientific Publishing Company: 1–8.
  • J. Bellier, Le barrage de Malpasset, 1967
  • Max Herzog, Elementare Talsperrenstatik, 1998
  • Max Herzog, Bautechnik 67 Heft 12, 1990
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