潜流人工湿地中基本污染物的动力学行为及空间分布模拟

Anel Magaña-Flores, G. López-Ocaña, Mario José Romellón-Cerino
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摘要

水污染是当今最严重的环境问题之一,因此对污水处理系统的改进研究具有重要意义。在本研究中,利用庞氏马尾草(Pontederia cordata)研究了地下流人工湿地(SSFCW)中基本污染物的实验降解动力学及其空间分布行为。为此,采用因子设计,在湿地内设置不同种植距离(0、0.42、1.25、2.08和2.4 m) 5个处理,3个重复,9个采样点。实验反应器水力停留时间为4.5 d,处理废水185.1±58.6 L/d,以河卵石为支撑介质,体积为0.66±0.05 m3,孔隙度n=56±3.5%,密度为2670±19.3 kg/m3,允许水量为0.1±0.05 m3。在评价阶段,k为-0.37 days-1, BOD5去除率为81.8%,浊度去除率为70%。通过对空间分布的建模,发现附着在载体上的生物量(微生物)和BOD5随反应器内SSFCW距离的增加而显著减少。在实验湿地范围内,在2.08 ~ 2.4 m的长度范围内,污染物去除效率最高。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Kinetic behavior and modeling the space distribution of basic pollutants in a subsurface flow constructed wetlands with Pontederia cordata
Water pollution is one of the most serious environmental problems nowadays, so it is relevant to study improvements in the wastewater treatment system. In this work, the kinetics of experimental degradation of basic pollutants were evaluated, as well as the behavior of their spatial distribution, within a subsurface flow constructed wetland (SSFCW) with Pontederia cordata. To achieve so, a factor design was made with five treatments at different planting distances within wetland (0, 0.42, 1.25, 2.08 and 2.4 m) with three replicates and nine sampling points. The experimental reactors showed a hydraulic retention time of 4.5 days, treating 185.1±58.6 L/day of wastewater, with river gravel as support medium with a volume of 0.66±0.05 m3, porosity n=56±3.5%, density of 2670±19.3 kg/m3, allowing a water volume of 0.1±0.05 m3. In the evaluation phase, a k of -0.37 days-1 was obtained, removing 81.8% of BOD5 and 70% turbidity. With the modeling of the spatial distribution, it was demonstrated that the biomass (microorganisms) adhered to the support medium, as well as the BOD5, have a significant decrease related to the distance within the SSFCW throughout the reactor. The contaminant removal efficiency is presented from the distance 2.08 to 2.4 m in length within the experimental wetland.
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