2013
DOI: 10.1016/s1001-6058(11)60386-8
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Numerical simulation of scouring funnel in front of bottom orifice

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Cited by 3 publications
(2 citation statements)
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“…The dual-nozzle numerical simulation model is shown in Figure 5. The three-dimensional model simulates the soil-breaking of the hydraulic jet in still water, including the nozzle, cement interface and bottom mud [25,26]. During the simulation, some parameters, such as standoff distance, flow rate, jet angle and nozzle spacing, are adjusted according to the change in the study object [27].…”
Section: Finite Element Methodsmentioning
confidence: 99%
“…The dual-nozzle numerical simulation model is shown in Figure 5. The three-dimensional model simulates the soil-breaking of the hydraulic jet in still water, including the nozzle, cement interface and bottom mud [25,26]. During the simulation, some parameters, such as standoff distance, flow rate, jet angle and nozzle spacing, are adjusted according to the change in the study object [27].…”
Section: Finite Element Methodsmentioning
confidence: 99%
“…Sediment flushing is typically induced by opening the sluice gate of bottom tunnels, with associated water level drawdown and regressive erosion in the reservoir, followed by jetting of highly concentrated water-sediment mixtures through bottom tunnels [13]. Over recent decades, numerous studies including laboratory-scale experiments [15][16][17][18][19] and numerical modelling [20][21][22][23][24] have focused on improving the efficiency of sediment flushing operations.…”
Section: Introductionmentioning
confidence: 99%