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Comparison between the separating efficiency of an improved high-side weir overflow and a hydrodynamic storm king~(TM) separator

机译:改进的高边堰溢流与流体动力Storm King〜(TM)分离器的分离效率比较

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摘要

Scale model tests were used to determine the efficiency relationships for a hydrodynamic separator (Storm King~(TM)) and a high-side weir overflow. With the help of these relationships optimal dimensions of an improved high-side weir overflow chamber could be found. The steady state efficiency for this improved overflow chamber seems to be comparable to that of a hydrodynamic separator, when both devices are subjected to the same surface load. On the other hand, during real storm events, the storage inside the overflow structure can play an important role. This role is investigated by calculating the removal efficiencies for both structures when 4 monitored storm events are used as input. When higher removal efficiencies are wanted, the storage effect gets more and more important and as a consequence the hydrodynamic separator can technically as well as economically compete with simpler structure like e.g. a high-side weir overflow. These findings are confirmed by a simple construction cost estimation.
机译:使用规模模型测试来确定水力分离器(Storm KingTM)和高边堰溢流的效率关系。借助于这些关系,可以找到改进的高侧堰溢流室的最佳尺寸。当两个装置都承受相同的表面负荷时,这种改进的溢流腔室的稳态效率似乎可以与流体动力分离器相媲美。另一方面,在真正的风暴事件中,溢出结构内部的存储可以发挥重要作用。当使用4个监视的暴风雨事件作为输入时,通过计算两个结构的去除效率来研究此作用。当需要更高的去除效率时,存储效果变得越来越重要,结果,流体动力分离器可以在技术上和经济上与诸如图3所示的简单结构竞争。高端堰溢流。这些发现通过简单的建筑成本估算得到了证实。

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