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NUMERICAL SIMULATION FOR THE DRAINAGE HOLES IN SEEPAGE FIELD WITH DISASTER STATUS

机译:含浸状态渗流场排水孔的数值模拟

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The simplification algorithm for numerical simulation drainage holes was proposed basis on the former methods and procedure of nodal point virtual flux in order to nicely simulate action of the drainage holes in disaster. The hypothetical switch of seepage was intercalated in the overflowing type holes' exit to judge their function, the drainages holes nodes ware treated as interior nodes of global net when drainage holes ware invalidation; so it realized direct simulation the drainage holes and avoid taking the nodes as boundary nodes again. With the method, the effect of each drainage hole can be well simulated and the problem of holes with seepage free surface is solved, meanwhile, the numerical simulation of mass holes is very easy under disaster status. The correctness and practicability of this model was proved by an example.
机译:基于节点虚拟通量的原有方法和过程,提出了数值模拟排水孔的简化算法,以较好地模拟灾害中排水孔的作用。将假想的渗流开关插入溢流型孔的出口以判断其功能,当排水孔失效时,将排水孔节点视为全局网的内部节点。因此实现了排水孔的直接模拟,避免了再次以节点为边界节点。该方法可以很好地模拟每个排水孔的效果,解决了无渗水孔的问题,同时,在灾害状态下,大质量孔的数值模拟非常容易。实例证明了该模型的正确性和实用性。

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