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Design of a Tracer Test Experience and Dynamic Calibration of the Hydraulic Model for a Full-Scale Wastewater Treatment Plant by Use of AQUASIM

机译:借助AQUASIM设计的示踪剂测试经验和全尺寸污水处理厂水力模型的动态校准

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The setup of the hydraulic model structure of wastewater treatment plants (WWTPs) is an important step in the calibration of activated sludge models. The hydrodynamics of a full-scale municipal WWTP (Monterrey, Mexico) has been studied by means of the use of tracer tests and of a commercial simulator. A presimulation approach allowed the authors to quantify the appropriate rhodamine mass, set up a sampling plan, and evaluate the anticipated visual effect of the tracer test in the receiving river. The hydraulic behavior of the aeration tank for the first treatment line, a 7-cell plug-flow reactor, was shown to be best represented by 5 virtual mixed-tanks-in-series. The second treatment line, which included a vertical loop reactor (VLR), was best modeled as 3 tanks-in-series. The VLR, alone, was shown to be similar to a continuously stirred tank reactor, and not a circuit of tanks, as generally used to represent oxidation ditch reactors.
机译:废水处理厂(WWTP)的水力模型结构的建立是活性污泥模型校准的重要一步。已通过使用示踪剂测试和商业模拟器研究了大型市政污水处理厂(墨西哥蒙特雷)的水动力。预模拟方法使作者能够量化合适的若丹明质量,制定采样计划,并评估接受河流示踪剂测试的预期视觉效果。第一条处理线(一个7室活塞流反应器)的曝气池的水力性能最好由5个虚拟的串联式串联式混合罐代表。最好将第二个处理线包括一个垂直回路反应器(VLR)建模为3个串联的水箱。单独的VLR已显示出与连续搅拌的槽式反应器相似,而不是像通常用于表示氧化沟反应器的槽式回路。

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