All lakes created on natural rivers are subjected to reservoir sedimentation. The construction of a dam significantly modifies the flow conditions of natural streams inside and downstream of an artificial lake. The sediment concentration is often high during the flood season, and the entering flow shows a greater density than the ambient fluid. Suspended load can therefore be carried along the reservoir bottom to the dam in the form of turbidity currents. This paper presents research results that help to better understand this physical phenomenon, which contributes to reservoir sedimentation. It is based on in situ measurements, a laboratory scale model of turbidity currents and numerical flow simulations. The study of a thousand-year flood in the Luzzone Reservoir in the Swiss Alps using the developed computer model revealed the potential of such a tool. In particular, the impact on the sediment deposits was analyzed. A valuable evaluation of the incidence of such a turbidity flow is presented and its effects are compared to observations. Significant progress has been made in understanding the importance of turbidity currents in reservoir sedimentation.
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Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
Heriot Watt Univ, Inst Infrastruct & Environm, Edinburgh EH14 4AS, Midlothian, ScotlandWuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
Cao, Zhixian
Li, Ji
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Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R ChinaWuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
Li, Ji
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Pender, Gareth
Liu, Qingquan
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Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R ChinaWuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
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Univ Illinois, Dept Civil & Environm Engn, Ven Te Chow Hydrosyst Lab, Urbana, IL 61801 USAUniv Illinois, Dept Civil & Environm Engn, Ven Te Chow Hydrosyst Lab, Urbana, IL 61801 USA
Sequeiros, Octavio E.
Cantero, Mariano I.
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Univ Illinois, Dept Geol, Ven Te Chow Hydrosyst Lab, Urbana, IL 61801 USAUniv Illinois, Dept Civil & Environm Engn, Ven Te Chow Hydrosyst Lab, Urbana, IL 61801 USA
Cantero, Mariano I.
Garcia, Marcelo H.
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Univ Illinois, Dept Civil & Environm Engn, Ven Te Chow Hydrosyst Lab, Urbana, IL 61801 USAUniv Illinois, Dept Civil & Environm Engn, Ven Te Chow Hydrosyst Lab, Urbana, IL 61801 USA
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Ujung Pandang State Polytech, Jl Perintis Kemerdekaan Km 10, Makassar 90245, IndonesiaUjung Pandang State Polytech, Jl Perintis Kemerdekaan Km 10, Makassar 90245, Indonesia
Azis, Akhmad
Yusuf, Hamzah
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Ujung Pandang State Polytech, Jl Perintis Kemerdekaan Km 10, Makassar 90245, IndonesiaUjung Pandang State Polytech, Jl Perintis Kemerdekaan Km 10, Makassar 90245, Indonesia
Yusuf, Hamzah
Faisal, Zulfiyah
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Ujung Pandang State Polytech, Jl Perintis Kemerdekaan Km 10, Makassar 90245, IndonesiaUjung Pandang State Polytech, Jl Perintis Kemerdekaan Km 10, Makassar 90245, Indonesia
Faisal, Zulfiyah
Suradi, Muhammad
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Ujung Pandang State Polytech, Jl Perintis Kemerdekaan Km 10, Makassar 90245, IndonesiaUjung Pandang State Polytech, Jl Perintis Kemerdekaan Km 10, Makassar 90245, Indonesia
Suradi, Muhammad
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