A horizontal two-dimensional numerical model is developed for estimation of sediment transport and sea bed change around it large circular cylinder tinder wave action, The wave model is based on an elliptic mild slope...A horizontal two-dimensional numerical model is developed for estimation of sediment transport and sea bed change around it large circular cylinder tinder wave action, The wave model is based on an elliptic mild slope equation. The wave-induced current by the gradient of radiation stress is considered and a depth integrated shallow water equation is applied to the calculation of the current. The mass transport velocity and the bed shear stress due to streaming are considered, which are important factors affecting the sediment transport around a structure due to waves, especially in reflective areas. Wave-current interaction is taken into account in the model for computing the bed shear stress. The model is implemented by it finite element method, The results of this model are compared with those from other methods and agree well with experimental data.展开更多
Sediment incipience under flows passing a backward-facing step was studied. A series of experiments were conducted to measure scouring depth, probability of sediment incipience, and instantaneous flow velocity field d...Sediment incipience under flows passing a backward-facing step was studied. A series of experiments were conducted to measure scouring depth, probability of sediment incipience, and instantaneous flow velocity field downstream of a backward-facing step. Instantaneous flow velocity fields were measured by using Particle Image Velocimetry (PIV), and an image processing method for determining probability of sediment incipience was employed to analyze the experimental data. The experimental results showed that the probability of sediment incipience was the highest near the reattachment point, even though the near-wall instantaneous flow velocity and the Reynolds stress were both much higher further downstream of the backward-facing step. The possible me- chanisms are discussed for the sediment incipience near the reattachment point.展开更多
In order to predict the local scour hole and its evaluation around a cylindrical bridge pier,the computational fluid dynamics(CFD) and theories of sediment movement and transport were employed to carry out numerical s...In order to predict the local scour hole and its evaluation around a cylindrical bridge pier,the computational fluid dynamics(CFD) and theories of sediment movement and transport were employed to carry out numerical simulations.In the numerical method,the time-averaged Reynolds Navier-Stokes equations and the standard k-ε model were first used to simulate the three-dimensional flow field around a bridge pier fixed on river bed.The transient shear stress on river bed was treated as a crucial hydrodynamic mechanism when handling sediment incipience and transport.Then,river-bed volumetric sediment transport was calculated,followed by the modification of the river bed altitude and configuration.Boundary adaptive mesh technique was employed to modify the grid system with changed river-bed boundary.The evolution of local scour around a cylindrical bridge pier was presented.The numerical results represent the flow pattern and mechanism during the pier scouring,with a good prediction of the maximum scour hole depth compared with test results.展开更多
The local scour around a large -scale vertical circular cylinder due tocombined wave-current action was experimentally and numerically studied in the present paper.Experiments were carried out to research the affect o...The local scour around a large -scale vertical circular cylinder due tocombined wave-current action was experimentally and numerically studied in the present paper.Experiments were carried out to research the affect of the wave height, current velocity and thediameter of the cylinder on the scour process. The topography near the cylinder in various casesduring scour was measured. The cylinder diameter affects the distribution of scour and depositionarea. The maximum scour depth increases evidently when the current velocity increases. The maximumscour depth does not increase after the wave height retains a certain value. A numerical model usinga finite element method for simulating the scour process was established. And the numerical resultsagree well with the measured, data. The numerical model is more applicable in the case oflarge-scale cylinders.展开更多
基金The present work is financially supported by the National Natural Science Foundation of China (Grant No. 19732040 and No.50025924)
文摘A horizontal two-dimensional numerical model is developed for estimation of sediment transport and sea bed change around it large circular cylinder tinder wave action, The wave model is based on an elliptic mild slope equation. The wave-induced current by the gradient of radiation stress is considered and a depth integrated shallow water equation is applied to the calculation of the current. The mass transport velocity and the bed shear stress due to streaming are considered, which are important factors affecting the sediment transport around a structure due to waves, especially in reflective areas. Wave-current interaction is taken into account in the model for computing the bed shear stress. The model is implemented by it finite element method, The results of this model are compared with those from other methods and agree well with experimental data.
基金National Natural Science Foundation of China (No.10602017)Maritime Research Center and DHI-NTU Center of Nanyang Technological University, Singapore
文摘Sediment incipience under flows passing a backward-facing step was studied. A series of experiments were conducted to measure scouring depth, probability of sediment incipience, and instantaneous flow velocity field downstream of a backward-facing step. Instantaneous flow velocity fields were measured by using Particle Image Velocimetry (PIV), and an image processing method for determining probability of sediment incipience was employed to analyze the experimental data. The experimental results showed that the probability of sediment incipience was the highest near the reattachment point, even though the near-wall instantaneous flow velocity and the Reynolds stress were both much higher further downstream of the backward-facing step. The possible me- chanisms are discussed for the sediment incipience near the reattachment point.
基金Project(50978095) supported by the National Natural Science Foundation of ChinaProject(IRT0917) supported by the Program for Changjiang Scholars and Innovative Research Team in Chinese UniversityProject supported by China Scholarship Council
文摘In order to predict the local scour hole and its evaluation around a cylindrical bridge pier,the computational fluid dynamics(CFD) and theories of sediment movement and transport were employed to carry out numerical simulations.In the numerical method,the time-averaged Reynolds Navier-Stokes equations and the standard k-ε model were first used to simulate the three-dimensional flow field around a bridge pier fixed on river bed.The transient shear stress on river bed was treated as a crucial hydrodynamic mechanism when handling sediment incipience and transport.Then,river-bed volumetric sediment transport was calculated,followed by the modification of the river bed altitude and configuration.Boundary adaptive mesh technique was employed to modify the grid system with changed river-bed boundary.The evolution of local scour around a cylindrical bridge pier was presented.The numerical results represent the flow pattern and mechanism during the pier scouring,with a good prediction of the maximum scour hole depth compared with test results.
文摘The local scour around a large -scale vertical circular cylinder due tocombined wave-current action was experimentally and numerically studied in the present paper.Experiments were carried out to research the affect of the wave height, current velocity and thediameter of the cylinder on the scour process. The topography near the cylinder in various casesduring scour was measured. The cylinder diameter affects the distribution of scour and depositionarea. The maximum scour depth increases evidently when the current velocity increases. The maximumscour depth does not increase after the wave height retains a certain value. A numerical model usinga finite element method for simulating the scour process was established. And the numerical resultsagree well with the measured, data. The numerical model is more applicable in the case oflarge-scale cylinders.
