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Modeling Chlorine Residual in a Ground Water Supply Tank for a Small Community in Cold Conditions

机译:在寒冷条件下模拟小型社区地下水供应罐中的氯残留量

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A small municipality in cold region with relatively low consumption results in a longer residence time of treated water in a storage tank. Field measurements of chlorine residual over a summer identified low chlorine residual while in a winter period the water was beginning to freeze. A few remedial geometrical alteration options were proposed, including a plug-flow configuration in the tank. However, the effectiveness of each option cannot be verified easily because there are many confounding factors. CFD (computational fluid dynamics) software ANSYS CFX is utilized to model conditions of flow, temperature, and chlorine residual in the tank under three geometries. For the no-alteration option and stepped spillway configuration, the model showed that there were pockets of stagnant water with low chlorine residual during the summer. Flow channels were created to achieve a plug-flow option and the residual was found consistent. The latter geometric option is considered the best for freeze avoidance and maintaining optimum chlorine concentration. One of the drawbacks of the CFD modeling was the excessive duration of computational time running on regular desktop computers.
机译:寒冷地区的一个小城市,耗水量相对较低,导致处理后的水在储罐中的停留时间更长。夏季对氯残留物的现场测量表明,氯残留量较低,而在冬季,水开始结冰。提出了一些补救性的几何变更方案,包括储罐中的活塞流配置。但是,由于存在许多混杂因素,因此无法轻松验证每个选项的有效性。 CFD(计算流体动力学)软件ANSYS CFX用于在三种几何形状下对储罐中的流量,温度和氯残留条件进行建模。对于无变更选项和阶梯式溢洪道配置,模型显示夏季存在积水且氯残留量低的积水。创建了流道以实现顺流选择,并且发现残留物是一致的。后一种几何选择被认为是最佳的避免冻结和保持最佳氯浓度的方法。 CFD建模的缺点之一是在常规台式计算机上运行的计算时间过长。

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