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Cited by 59 publications
(31 citation statements)
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“…It may be therefore assumed that the usual log-law can be used to estimate the time variation of bottom shear stress τ o (t) over rough bed as shown by previous studies, (i.e., Hino et al, 1983). For brevity, complete description of the experimental system, wave generation and wave measurement are provided in Suntoyo et al (2008).…”
Section: Experimental Studymentioning
confidence: 99%
See 1 more Smart Citation
“…It may be therefore assumed that the usual log-law can be used to estimate the time variation of bottom shear stress τ o (t) over rough bed as shown by previous studies, (i.e., Hino et al, 1983). For brevity, complete description of the experimental system, wave generation and wave measurement are provided in Suntoyo et al (2008).…”
Section: Experimental Studymentioning
confidence: 99%
“…More recently, Suntoyo et al (2008) have studied the characteristics of the turbulent boundary layer under saw-tooth waves over a rough bed through laboratory and numerical experiments. A good agreement between numerical and experimental data for mean velocity distribution, turbulent intensity and bottom shear stress was obtained.…”
Section: Introductionmentioning
confidence: 99%
“…Van der A et al report values as high as 1.8 for the ratio of peak positive to peak negative bed shear stress. A number of practical predictors account for this acceleration effect on bed shear stress, including Watanabe and Sato [2004], Silva et al [2006], Nielsen [2006] and Gonzalez-Rodriguez and Madsen [2007], Camenen and Larson [2007], and Suntoyo et al [2008].…”
Section: Acceleration Effectsmentioning
confidence: 99%
“…The half-cycle approach has since been adopted by others as the basis for more developed predictors Watanabe, 1996, 1998;Camenen and Larson, 2006;Silva et al, 2006;Van der Werf et al, 2007;Van der A et al, subm.]. Other practical formulae, not based on the half-cycle approach, have also been developed in the intervening years including Ribberink [1998], Drake and Calantoni [2001], , Soulsby and Damgaard [2005], Nielsen [2006], Van Rijn [2007], Wang [2007], Gonzalez-Rodriguez and Madsen [2007] and Suntoyo et al [2008]. All of these predictors have the following in common: they comprise simple formulae making them readily useable within morphological models and they aim to capture essential processes within these formulae through parameterizations based on laboratory experiments.…”
Section: Introductionmentioning
confidence: 99%
“…Bed load is defined which has more or less continuous contact with the bed, the particles are simply rolling, trundle or small jumping at the bottom because of the relatively slow flow rate. Bed load sediment transport modelling under non-linier and irregular waves motion based on bottom shear stress model has been done by [4,5,6,7]. One of the formulas used to calculate the bed load transport by using the DELFT 3D software in the present study is the Engelund Hansen formula [3], as follows S=Sb+Ss,eq =(0.05α q 5 )/(√g C 3 ∆ 2 D50 ) (1) Which is: q = flow velocity (m/s), ∆ = relative density, C = Chézy friction coefficient and α = Calibration coeficient.…”
Section: Introductionmentioning
confidence: 99%