Analysis and hydraulic improvement of a maturation pond using Computational Fluid Dynamics

IF 0.2 Q4 ENGINEERING, MULTIDISCIPLINARY
L. Velázquez-Araque, J. Chica
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引用次数: 1

Abstract

Especially in small communities, little attention is paid to the hydraulic characteristics of wastewater treatment systems. Motivated by this problem, and using the ANSYS fluid dynamics software, the hydrodynamic evaluation of the residual water flow in a rural plant maturation pond was carried out. For the stationary modeling of the velocity and turbulence fields, the standard k-ε model was used; and for transient modeling of virtual tracer transport, the species transport model without chemical reaction was used. Subsequently, the analysis of the distribution of retention times was carried out, in order to obtain the flow patterns that govern the hydrodynamics of the pond. The results revealed the presence of hydraulic short circuits, stagnant zones, and recirculations, due to design deficiencies and operating conditions over the years. Given this situation, and by bibliographic recommendation, new modified geometries were proposed with longitudinal and transverse baffles at 70 and 90% in relation to the width and length of the pond. As a result, the hydraulic characteristics improved notably in all cases; however, the models configured at 90% achieved higher efficiency.
利用计算流体力学对成熟池进行分析及水力改进
特别是在小型社区,人们很少关注废水处理系统的水力特性。以该问题为动力,利用ANSYS流体动力学软件,对某农村植物成熟池剩余水量进行了水动力学评价。对于速度场和湍流场的平稳建模,采用标准的k-ε模型;对于虚拟示踪输运的瞬态建模,采用无化学反应的物种输运模型。随后,对滞留时间的分布进行了分析,以获得控制池塘流体动力学的流动模式。结果显示,由于设计缺陷和多年来的操作条件,存在液压短路、停滞区和再循环。考虑到这种情况,并根据参考书目的建议,提出了新的修改几何形状,纵向和横向挡板分别为池塘宽度和长度的70%和90%。因此,在所有情况下,水力特性都得到了显著改善;然而,配置为90%的模型实现了更高的效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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