Environmental Engineering Division, Department of Hydraulic, Maritime and Environmental Engineering, Universitat Politècnica de Catalunya, c/Jordi Girona 1-3, Mòdul D-1, 08034 Barcelona, Spain.
Water Res. 2010 Jul;44(14):4217-25. doi: 10.1016/j.watres.2010.05.027. Epub 2010 May 25.
The oxygen transfer rate (OTR) has a significant impact on the design, optimal operation and modelling of constructed wetlands treating wastewater. Oxygen consumption is very fast in wetlands and the OTR cannot be determined using an oxygen mass balance. This problem is circumvented in this study by applying the gas tracer method. Experiments were conducted in an unplanted gravel bed (dimensions L x W x d 125 x 50 x 35 cm filled with a 30-cm layer of 10-11-mm gravel) and a planted horizontal subsurface flow constructed wetland (HSSFCW) (L x W x d 110 x 70 x 38 cm filled with a 30-cm layer of 3.5-mm gravel with Phragmites australis). Tap water saturated with propane as gas tracer (pure or commercial cooking gas, depending on the test) was used. The mass transfer ratio between oxygen and commercial propane gas was quite constant and averaged R = 1.03, which is slightly lower than the value of R = 1.39 that is usually reported for pure propane. The OTR ranged from 0.31 to 5.04 g O(2) m(-2) d(-1) in the unplanted gravel bed and from 0.3 to 3.2 g O(2) m(-2) d(-1) in the HSSFCW, depending on the hydraulic retention time (HRT). The results of this study suggest that the OTR in HSSFCW is very low for the oxygen demand of standard wastewater and the OTR calculations based on mass balances and theoretical stoichiometric considerations overestimate OTR values by a factor that ranges from 10 to 100. The gas tracer method is a promising tool for determining OTR in constructed wetlands, with commercial gas proving to be a viable low-cost alternative for determining OTR.
氧转移速率(OTR)对处理废水的人工湿地的设计、最佳运行和建模有重大影响。湿地中的耗氧速度非常快,不能通过氧质量平衡来确定 OTR。本研究应用气体示踪剂法来解决这一问题。实验在无植物砾石床(尺寸 L x W x d 125 x 50 x 35 cm,填充 30 cm 厚的 10-11-mm 砾石)和植物水平潜流人工湿地(HSSFCW)(尺寸 L x W x d 110 x 70 x 38 cm,填充 30 cm 厚的 3.5-mm 砾石和芦苇)中进行。以丙烷饱和的自来水作为示踪气体(根据测试使用纯丙烷或商用烹饪气)。氧与商用丙烷气体的传质比相当恒定,平均 R = 1.03,略低于通常报道的纯丙烷的 R = 1.39 值。无植物砾石床的 OTR 范围为 0.31 至 5.04 g O(2) m(-2) d(-1),HSSFCW 的 OTR 范围为 0.3 至 3.2 g O(2) m(-2) d(-1),具体取决于水力停留时间(HRT)。本研究结果表明,对于标准废水的需氧量,HSSFCW 的 OTR 非常低,基于质量平衡和理论化学计量学考虑的 OTR 计算会高估 OTR 值,范围在 10 至 100 倍之间。气体示踪剂法是确定人工湿地 OTR 的一种很有前途的工具,商用气体被证明是一种可行的低成本替代方法,可用于确定 OTR。