scholarly journals Experimental Study on Bypassing Tunnel of Bed Load Transport in a Reservoir

1996 ◽  
Vol 40 ◽  
pp. 813-818
Author(s):  
Minoru HARADA ◽  
Kazuo ASHIDA ◽  
Takashi DENO ◽  
Yuji OHMOTO
2012 ◽  
Vol 27 (4) ◽  
pp. 426-438 ◽  
Author(s):  
Guo-an YU ◽  
Zhao-yin WANG ◽  
He Qing HUANG ◽  
Huai-xiang LIU ◽  
Brendon BLUE ◽  
...  

Author(s):  
Virginie Hergault ◽  
Philippe Frey ◽  
Francois Métivier ◽  
Christophe Ducottet ◽  
Tobias Böhm ◽  
...  

2010 ◽  
Vol 13 (3) ◽  
pp. 78-87
Author(s):  
Hoai Cong Huynh

The numerical model is developed consisting of a 1D flow model and the morphological model to simulate the erosion due to the water overtopping. The step method is applied to solve the water surface on the slope and the finite difference method of the modified Lax Scheme is applied for bed change equation. The Meyer-Peter and Muller formulae is used to determine the bed load transport rate. The model is calibrated and verified based on the data in experiment. It is found that the computed results and experiment data are good agreement.


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