Forecasting and Assessment of the Grouting Effect, using a Numerical Model, to Prevent Groundwater Inflow during Excavation of a Vertical Shaft for a Selective Intake Structure

2013 ◽  
Vol 23 (3) ◽  
pp. 227-234
Author(s):  
Gyoo-Bum Kim ◽  
Wan-Soo Kim ◽  
Jung-Hoon Park ◽  
Yeong-Cheol Son ◽  
Jin-Woo Kim
2019 ◽  
Vol 6 (4) ◽  
pp. 9-13 ◽  
Author(s):  
Татьяна Иванкова ◽  
Tat'yana Ivankova

This article is devoted to justification of selective intake structure from reservoirs and rivers operating in winter conditions in the South of Russia, manufactured from polypropylene fabrics of various warp strength and high filtration characteristics weft used for detention of floating objects, alga, suspended sediments.


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.


2015 ◽  
Vol 35 ◽  
pp. 268-271
Author(s):  
Michele Saroli ◽  
Michele Lancia ◽  
Marco Petitta ◽  
Gabriele Scarascia Mugnozza

1999 ◽  
Author(s):  
Kelvin Mason ◽  
Neville Hill ◽  
Otto Ruskulis ◽  
Alex Mugova ◽  
Peter Tawodzera ◽  
...  
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