Analysis on the Dynamics of Burst Debris Flood at the Inclined Pressure-Shaft of Svandalsflona Hydropower Project, Norway

作者：Panthi K K^*

来源：Rock Mechanics and Rock Engineering, 2014, 47(3): 923-932.

DOI：10.1007/s00603-012-0304-4

• Hydropower
• Tunnels
• Shafts
• Rock mass
• Debris flood
• Permeability

Long-term stability of the waterway system of the hydropower plants is crucial and should not be underestimated. The compromise may result in severe economic consequences related to revenue loss caused by the plant closedown for needed repair, extra resources and time required for repair work, and third party loss related to industries and societies at large. In addition, possible contractual disputes between the clients and the contractors may arise in some occasions. Serious accidents may happen during repair and construction work with loss of life, since engineering geological environment (conditions) in the rock mass changed once under water for long period. This article focuses on one of the recent shaft collapse that happened in Norway in 2008. The article discusses and analyses the dynamics of burst debris flood that took place on 9 May 2009, while removing the slide rock mass deposited in the 45A degrees inclined shaft of the Svandalsflona hydropower plant located at the Southern Norway. Careful review on the geological conditions inside the shaft, evaluation on the course of events, investigations on the inspections and inspections reports, assessment on the temperature and precipitation conditions have been carried out to come to the conclusion on what might have triggered the sudden burst flood.

• 出版日期2014-5