2015
DOI: 10.1016/j.ijsrc.2014.09.005
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Velocity profile of turbulent sediment-laden flows in open-channels

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Cited by 18 publications
(10 citation statements)
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“…In the experiments, coarse sand (with a diameter of d = 1.3 mm) was used for runs S-2 and S-3, and medium sand ( = 0.94 mm) for runs S-8 and S-9 in Einstein and Chien [27], while 1965EQ ( = 0.19 mm) and 2565EQ ( = 0.24 mm) were in Lyn [26]. Details of the experiments can be found in the related references [17,18,47]. The comparison results of different vertical distribution formulas in fitting the experimental data are drawn in Figures 4-6.…”
Section: Comparison and Discussionmentioning
confidence: 99%
“…In the experiments, coarse sand (with a diameter of d = 1.3 mm) was used for runs S-2 and S-3, and medium sand ( = 0.94 mm) for runs S-8 and S-9 in Einstein and Chien [27], while 1965EQ ( = 0.19 mm) and 2565EQ ( = 0.24 mm) were in Lyn [26]. Details of the experiments can be found in the related references [17,18,47]. The comparison results of different vertical distribution formulas in fitting the experimental data are drawn in Figures 4-6.…”
Section: Comparison and Discussionmentioning
confidence: 99%
“…Despite having a large number of larvae in the flume at a single time, the larvae were spread around the flume and not in sufficient density to cause substantial alterations to the flow. It is known that densely laden flows can experience turbulence modulation due to the particles traveling within the flow (Bennett et al., 2013; Best et al., 1997; Szupiany et al., 2012; Zhong et al., 2015), but in the case of grass carp larvae, recent studies have shown that their presence does not measurably change the averaged turbulent kinetic energy in the flow (Li et al., 2020).…”
Section: Methodsmentioning
confidence: 99%
“…There are two main methods to obtain the suspended sediment concentration profile, namely solving the two-phase mixing equation or sediment convection-diffusion equation. Zhong et al (2015) and Fu et al (2005) obtained the velocity and sediment concentration distribution by solving the two-phase mixing equation. However, most studies on sediment concentration distribution are based on solving the following sediment convection-diffusion equation (Lyn, 2006;Cheng et al, 2013;Li et al, 2018):…”
Section: Introductionmentioning
confidence: 99%