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Assessing the applicability of the 1D flux theory to full-scale secondary settling tank design with a 2D hydrodynamic model

机译:评估一维通量理论在具有二维流体动力学模型的全尺寸二级沉降池设计中的适用性

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The applicability of the one-dimensional idealized flux theory (1DFT) for the design of secondary settling tanks (SSTs) is evaluated by comparing its predicted maximum surface overflow (SOR) and solids loading (SLR) rates with that calculated with the two-dimensional computational fluid dynamics model SettlerCAD using as a basis 35 full-scale SST stress tests conducted on different SSTs with diameters from 30 to 45 m and 2.25-4.1 m side water depth (SWD), with and without Stamford baffles. From the simulations, a relatively consistent pattern appeared, i.e. that the 1DFT can be used for design but its predicted maximum SLR needs to be reduced by an appropriate flux rating, the magnitude of which depends mainly on SST depth and hydraulic loading rate (HLR). Simulations of the Watts et al. (Water Res. 30(9)(1996)2112) SST, with doubled SWDs and the Darvill new (4.1 m) and old (2.5 m) SSTs with interchanged depths, were run to confirm the sensitivity of the flux rating to depth and HLR. Simulations with and without a Stamford baffle were also performed. While the design of the internal features of the SST, such as baffling, has a marked influence on the effluent SS concentration while the SST is underloaded, these features appeared to have only a small influence on the flux rating, i.e. capacity, of the SST. Until more information is obtained, it would appear from the simulations that the flux rating of 0.80 of the 1DFT maximum SLR recommended by Ekama and Marais (Water Pollut. Control 85(1)(1986)101) remains a reasonable value to apply in the design of full-scale SSTs― for deep SSTs (4 m SWD) the flux rating could be increased to 0.85 and for shallow SSTs (2.5m SWD) decreased to 0.75. It is recommended that (ⅰ) while the apparent interrelationship between SST flux rating and depth suggests some optimization of the volume of the SST, this be avoided and (ⅱ) the depth of the SST be designed independently of the surface area as is usually the practice and once selected, the appropriate flux rating applied to the 1DFT estimate of the surface area.
机译:一维理想通量理论(1DFT)在二级沉降池(SST)设计中的适用性通过将其预测的最大表面溢流率(SOR)和固体负荷(SLR)速率与二维计算得出的值进行比较,从而进行评估计算流体动力学模型SettlerCAD使用35个全尺寸SST应力测试作为基础,该测试在直径30至45 m,侧面水深(SWD)为2.25-4.1 m的不同SST上进行,带有或不带有Stamford挡板。通过仿真,出现了一个相对一致的模式,即可以将1DFT用于设计,但需要通过适当的流量额定值来减小其预测的最大SLR,其流量的大小主要取决于SST深度和液压负载率(HLR) 。 Watts等人的仿真。 (Water Res。30(9)(1996)2112)运行了SSD翻倍的SST,并使用了Darvill新(4.1 m)和旧(2.5 m)SST的深度互换,以确认通量等级对深度和深度的敏感性。 HLR。还进行了带或不带斯坦福挡板的仿真。尽管SST的内部特征(例如挡板)的设计对SST欠载时的污水SS浓度有显着影响,但这些特征似乎对SST的通量额定值(即容量)影响很小。在获得更多信息之前,从模拟中可以看出,Ekama和Marais(Water Pollut。Control 85(1)(1986)101)推荐的1DFT最大SLR的通量额定值为0.80仍然适用于全尺寸SST的设计-对于深SST(4 m SWD),通量等级可以增加到0.85,对于浅SST(2.5m SWD),通量等级可以减小到0.75。建议(ⅰ)虽然SST通量额定值和深度之间存在明显的相互关系,建议对SST的体积进行一些优化,但应避免这种情况,并且(ⅱ)SST的深度应独立于表面积而设计,通常是实践并选择后,将适当的通量额定值应用于表面积的1DFT估计。

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