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描述全尺寸垃圾稳定塘中水力的隔室模型。

A compartmental model to describe hydraulics in a full-scale waste stabilization pond.

机构信息

DIUC-Direccion de Investigacion, Universidad de Cuenca, Av. 12 de Abril s/n, Cuenca, Ecuador.

出版信息

Water Res. 2012 Feb 1;46(2):521-30. doi: 10.1016/j.watres.2011.11.038. Epub 2011 Nov 19.

Abstract

The advancement of experimental and computational resources has facilitated the use of computational fluid dynamics (CFD) models as a predictive tool for mixing behaviour in full-scale waste stabilization pond systems. However, in view of combining hydraulic behaviour with a biokinetic process model, the computational load is still too high for practical use. This contribution presents a method that uses a validated CFD model with tracer experiments as a platform for the development of a simpler compartmental model (CM) to describe the hydraulics in a full-scale maturation pond (7 ha) of a waste stabilization ponds complex in Cuenca (Ecuador). 3D CFD models were validated with experimental data from pulse tracer experiments, showing a sufficient agreement. Based on the CFD model results, a number of compartments were selected considering the turbulence characteristics of the flow, the residence time distribution (RTD) curves and the dominant velocity component at different pond locations. The arrangement of compartments based on the introduction of recirculation flow rate between adjacent compartments, which in turn is dependent on the turbulence diffusion coefficient, is illustrated. Simulated RTD's from a systemic tanks-in-series (TIS) model and the developed CM were compared. The TIS was unable to capture the measured RTD, whereas the CM predicted convincingly the peaks and lags of the tracer experiment using only a minimal fraction of the computational demand of the CFD model. Finally, a biokinetic model was coupled to both approaches demonstrating the impact an insufficient hydraulic model can have on the outcome of a modelling exercise. TIS and CM showed drastic differences in the output loads implying that the CM approach is to be used when modelling the biological performance of the full-scale system.

摘要

实验和计算资源的进步促进了计算流体动力学(CFD)模型在全尺寸废物稳定塘系统混合行为预测中的应用。然而,鉴于将水力学行为与生物动力学过程模型相结合,计算负荷仍然太高,无法实际应用。本研究提出了一种方法,该方法使用经过验证的 CFD 模型和示踪剂实验作为平台,开发一种更简单的分区模型(CM)来描述废物稳定塘系统全尺寸成熟塘(7 公顷)的水力学特性。3D CFD 模型通过脉冲示踪实验的实验数据进行了验证,结果表明具有足够的一致性。基于 CFD 模型的结果,根据流场的湍流特性、停留时间分布(RTD)曲线和不同池塘位置的主导速度分量,选择了多个分区。通过在相邻分区之间引入回流速率来安排分区,而回流速率又取决于湍流扩散系数,说明了这一点。系统罐串联(TIS)模型和开发的 CM 的模拟 RTD 进行了比较。TIS 无法捕捉到测量的 RTD,而 CM 仅使用 CFD 模型计算需求的一小部分,就令人信服地预测了示踪剂实验的峰值和滞后。最后,将生物动力学模型与这两种方法耦合,证明了水力模型不足对建模结果的影响。TIS 和 CM 在输出负荷方面存在显著差异,这意味着在对全尺寸系统的生物性能进行建模时,应采用 CM 方法。

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