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Process Optimization of a Petroleum Refinery Wastewater Treatment Facility Using Process Modeling and Site Specific Biokinetic Constants

机译:使用过程建模和现场特定的生物动力学常数优化炼油厂废水处理设施的过程

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In this project, an old, out-of-service secondary clarifier was converted to a Complete Mix BatchrnReactor (CMBR) and was designed to provide maximum deployment flexibility so that it couldrnbe operated in a number of modes. Simulation analysis with the MantisIW model in GPS-XTMrnwas used to determine the optimal number of batch runs to treat a high strength COD andrninhibitory waste stream to meet predefined effluent criteria for discharge to the Activated SludgernUnit (ASU). The CMBR was also deployed in another instance as an isolated sidestreamrnchemostat reactor to treat a large quantity of floating free oil that was released to the wastewaterrntreatment plant. Simulation analysis of the chemostat reactor was used to determine the optimalrnincubation period for the microbes to consume the free oil under aerobic conditions. A total ofrnfour CMBR batches were required to consume the high levels of free oil. After 24 hoursrnimmediately following the first CMBR effluent blend with the oxidation ditch influent, thernclarifier effluent oil and grease levels were consistently below 15 mg/L. After an MCRT processrncontrol strategy had been effectively implemented at the WWTP, a full-scale Lawrence andrnMcCarty (1970) model field biokinetic study was executed to determine the site-specificrnbiokinetic constants of the existing wastewater treatment facility. The site-specific biokineticrnconstants were determined by fitting the operating data as a function of the microbial growth raternusing statistical regression analysis. For the first time since it began operation, the true organicrnloading capacity of the existing facility was conclusively quantified. The calibrated GPS-XTMrnmodel utilizing the site-specific biokinetic constants is a fully predictive model that can be usedrnto analyze and optimize the wastewater treatment facility operations and accurately predict thernplant performance under hypothetical operating conditions.
机译:在该项目中,将旧的停产的二级澄清池转换为完全混合间歇式反应器(CMBR),旨在提供最大的部署灵活性,使其可以多种模式运行。使用GPS-XTMrn中的MantisIW模型进行仿真分析,以确定用于处理高强度COD和抑制性废物流的最佳批次运行次数,以符合预定的排放标准,以排放至活性污泥单元(ASU)。 CMBR在另一种情况下还被用作隔离的旁流化学稳定器反应器,以处理释放到废水处理厂的大量漂浮游离油。对化学恒温器反应器的模拟分析用于确定微生物在有氧条件下消耗游离油的最佳孵育时间。总共需要四批CMBR来消耗大量的游离油。在第一个CMBR废水与氧化沟进水混合后立即进行24小时后,澄清池的废水中油脂含量始终低于15 mg / L。在污水处理厂有效实施MCRT流程控制策略后,进行了全面的Lawrence andrnMcCarty(1970)模型现场生物动力学研究,以确定现有废水处理设施的现场特定生物动力学常数。通过使用统计回归分析拟合操作数据作为微生物生长速率的函数来确定位点特异性生物动力学常数。自开始运营以来,这是第一次对现有设施的真实有机负载能力进行了量化。利用特定位置的生物动力学常数进行校准的GPS-XTM模型是一种完全可预测的模型,可用于分析和优化废水处理设施的运行,并在假设的运行条件下准确预测植物的性能。

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