This paper presents some results on different tail patterns of piers with an overflow dam, and discusses in particular the hydrodynamic characteristics, the distance of water jet scour and the range of erosion area fl...This paper presents some results on different tail patterns of piers with an overflow dam, and discusses in particular the hydrodynamic characteristics, the distance of water jet scour and the range of erosion area fluctuating for different parameters of average flow field when river beds are under the pressure of water jet scour caused by some special broad-tail piers. The present paper also covers some preliminary research on the relationship of movable bed tests, and introduces the method of calculating the erosion depth and area, therefore provides the best pier pattern in the construction of river beds against erosion.展开更多
A Finite Difference Method with four points weighted implicit scheme and Newton-Raphson iteration method are introduced to complete the flood routing in the tidal river. The problems related to normalization of cross-...A Finite Difference Method with four points weighted implicit scheme and Newton-Raphson iteration method are introduced to complete the flood routing in the tidal river. The problems related to normalization of cross-sectional area and optimization of weighting factor α are discussed and α = 0. 5 - 0. 7 is suggested. With such a α, high accuracy, stable and convergence results and flexible time step will be expected. The computational example of a tidal river in Liaoning Province shows the good agreement with the measuring data on prototype.展开更多
文摘This paper presents some results on different tail patterns of piers with an overflow dam, and discusses in particular the hydrodynamic characteristics, the distance of water jet scour and the range of erosion area fluctuating for different parameters of average flow field when river beds are under the pressure of water jet scour caused by some special broad-tail piers. The present paper also covers some preliminary research on the relationship of movable bed tests, and introduces the method of calculating the erosion depth and area, therefore provides the best pier pattern in the construction of river beds against erosion.
文摘A Finite Difference Method with four points weighted implicit scheme and Newton-Raphson iteration method are introduced to complete the flood routing in the tidal river. The problems related to normalization of cross-sectional area and optimization of weighting factor α are discussed and α = 0. 5 - 0. 7 is suggested. With such a α, high accuracy, stable and convergence results and flexible time step will be expected. The computational example of a tidal river in Liaoning Province shows the good agreement with the measuring data on prototype.
