Experimental study of waves created by sliding masses in a rectangular water reservoir
Subject Areas :ramin owtad 1 , Shamsa Basirat 2 , Ehsan Delavari 3 , mohammad hosseini 4 , Mohammad Hojaji Najafabadi 5
1 - Department of Civil Engineering, Najafabad Branch, Islamic
Azad University, Najafabad, Iran
2 - Department of Civil Engineering, Najafabad Branch, Islamic
Azad University, Najafabad, Iran
3 - Department of Civil Engineering, Najafabad Branch, Islamic
Azad University, Najafabad, Iran
4 - Department of Civil Engineering, Meymand Center, Firoozabad Branch, Islamic Azad University, Firoozabad, Iran
5 - Department of Civil Engineering Najafabad Branch Islamic Azad University Najafabad Iran
Keywords: Landslide, Laboratory study, cylindrical slide model, non-periodic wave,
Abstract :
The risk of landslides in water structures and dams is significant due to the direct
and indirect effects of water on the occurrence of landslides. When granular or
solid materials slide into a body of water such as a reservoir, lake, or sea, mass
momentum is transferred to the water mass, creating waves with large amplitudes.
This phenomenon is known as an impulsive wave in a reservoir or lake or as a
landslide tsunami in the ocean and sea. in this experimental study Due to the many parameters affecting the
characteristics of the wave and the complexity of the problem, there is a need for
extensive investigations in this field. In the present research, the waves created by
landslides in the reservoirs of dams and the characteristics of the waves created in
the dam reservoir, such as the length of the wave and the directions of wave
propagation, are investigated. The results showed that the highest wave energy in model 3 (13.258 kJ) occurred at a reservoir depth of 55 cm.
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