Unsteady Spillway Flows by Singular Integral Operators Method

The Singular Integral Operators Method (S.I.O.M.) is applied to the determination of the free-surface profile of an un-steady flow over a spillway, which defines a classical hydraulics problem in open channel flow. Thus, with a known flow rate Q, then the velocities and the elevations are computed on the free surface of the spillway flow. For the numerical evaluation of the singular integral equations both constant and linear elements are used. An application is finally given to the determination of the free-surface profile of a special spillway and comparing the numerical results with corresponding results by the Boundary Integral Equation Method (B.I.E.M.) and by using experiments.

求解饱和多孔介质圆柱壳动力学问题的一种半解析方法

基于弹性薄壳理论,结合Biot理论中流体和固体骨架的运动方程及本构关系,得到饱和多孔介质圆柱薄壳在谐激励作用下的一阶矩阵常微分控制方程。结合齐次扩容精细积分法和精细元法,建立了分析该类结构振动问题的半解析方法。该方法充分考虑了多孔介质圆柱薄壳骨架与流体的耦合作用,具有广泛的适应性,弥补了现有计算模型和等效媒质法的不足。基于该方法,还讨论了孔隙率对饱和多孔介质圆柱薄壳的频响特性的影响。