| Lago di Pontesei | |
| Location: | Province of Belluno, Veneto, Italy |
| Coords: | 46.337°N 12.226°W |
| Pushpin Map: | Italy Veneto |
| Inflow: | Maè |
| Outflow: | Maè |
| Basin Countries: | Italy |
| Volume: | 62750m2 |
| Elevation: | 93m (305feet) |
Lago di Pontesei is a lake in the Province of Belluno, Veneto, Italy.
The dam originally formed a much larger area, which reached the confluence with the Maresón torrent in the Pónt of Péez.
| Pontesei Landslide | |
| Native Name: | Italian: Frana di Pontesei |
| Native Name Lang: | it |
| Time: | 7 |
| Timezone: | CET |
| Coordinates: | 46.337°N 12.226°W |
| Type: | Dam failure |
| Cause: | Landslide |
| Reported Deaths: | 1 (Arcangelo Tiziani) |
| Reported Missing: | 1 (the body was never found, it is the same person (Arcangelo Tiziani) that's also listed above as fatality) |
| Notes: | Very similar to the later Vajont Dam breach |
Preceded by numerous warning signs, including the formation of cracks along the roadway bordering the reservoir, on the morning of March 22, 1959 a landslide, with an estimated volume of about 3e6m3, it broke away from the slopes of Mount Castellin and Spiz, on the left bank of the lake, on a front of and fell in two to three minutes, partially filling the lake. Although the basin was below the full load level the landslide caused a wave that overcame the dam and overwhelmed Arcangelo Tiziani,[1] a worker of a construction company, who was carrying out the construction of the power plant downstream of the dam, whose body was never found.[2] The accident is considered to have foreshadowed the thanks to the similar way it unfolded, and, while the Vajont Dam was built in neighbouring Longarone, it was observed with great concern.
The analysis of the experts indicated that the collapsed material originally constituted a debris blanket, in some places even thick [3]
The rock collapsed, still clearly visible from the road, partially filled the basin (which until 1966 continued to be filled up to its maximum depth), forming a sort of promontory within the lake. ENEL significantly reduced its average load level for safety reasons, on the order of civil engineering after the 1966 flood.[4] [5]