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利用AQUASIM对全尺寸污水处理厂进行示踪试验设计及水力模型动态校准

Design of a tracer test experience and dynamic calibration of the hydraulic model for a full-scale wastewater treatment plant by use of AQUASIM.

作者信息

Fall C, Loaiza-Navia J L

机构信息

Universidad Autonoma del Estado de Mexico (UAEM), Centro Interamericano de Recursos del Agua (CIRA), Apartado Postal 367, TOLUCA, Estado de Mexico CP 50091, Mexico.

出版信息

Water Environ Res. 2007 Aug;79(8):893-900. doi: 10.2175/106143007x176068.

Abstract

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.

摘要

污水处理厂(WWTPs)水力模型结构的设置是活性污泥模型校准中的重要一步。通过示踪剂试验和商业模拟器,对一座全尺寸城市污水处理厂(墨西哥蒙特雷)的水动力特性进行了研究。预模拟方法使作者能够量化罗丹明的合适用量、制定采样计划,并评估示踪剂试验在受纳河流中预期的视觉效果。对于第一条处理线的曝气池(一个7格的推流反应器),其水力行为最好用5个虚拟串联混合槽来表示。第二条处理线包括一个垂直环流反应器(VLR),其最佳模型为3个串联槽。单独的VLR被证明类似于连续搅拌槽式反应器,而不是通常用于表示氧化沟反应器的槽式回路。

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