Modeling the relationship of aeration, oxygen transfer and treatment performance in aerated horizontal flow treatment wetlands. (15th June 2019)

• Record Type: Journal Article
• Authors: Boog, Johannes; Kalbacher, Thomas; Nivala, Jaime; Forquet, Nicolas; van Afferden, Manfred; Müller, Roland A.
• Is Part Of: Water research. Volume 157(2019)
• Page Start: 321
• Page End: 334
• Publication Date: 2019-06-15
• Subjects: Constructed wetland -- Treatment wetland -- Reactive transport modeling -- Process simulation -- Nature-based technology -- Optimization; Water -- Pollution -- Research -- Periodicals; 363.7394
• DOI: 10.1016/j.watres.2019.03.062
• Languages: English
• ISSNs: 0043-1354

Abstract

Abstract: Mechanical aeration is commonly used to improve the overall treatment efficacy of constructed wetlands. However, the quantitative relationships of air flow rate (AFR), water temperature, field oxygen transfer and treatment performance have not been analyzed in detail until today. In this study, a reactive transport model based on dual–permeability flow and biokinetic formulations of the Constructed Wetland Model No. 1 (CWM1) was developed and extented to 1) simulate oxygen transfer and treatment performance for organic carbon and nitrogen of two pilot–scale horizontal flow (HF) aerated wetlands ( Test and Control ) treating domestic sewage, and, 2) to investigate the dependence of oxygen transfer and treatment performance on AFR and water temperature. Both pilot–scale wetlands exhibited preferential flow patters and high treatment performance for chemical oxygen demand (COD) and NH4 –N at AFRs of 128–700 L m −2 h −1 . A reduction of the AFR in the Test system from 128 to 72 L h −1 m −2 substantially inhibited NH4 –N removal. Conservative tracer transport as well as reactive transport of dissolved oxygen (DO), soluble and total chemical oxygen demand (CODs, CODt ), NH4 –N and NOx –N measured in pilot–scale experiments were simulated with acceptable accuracy ( E 1 ¯ = 0.39 ± 0.26 ). An equation to estimate the volumetric oxygen transfer coefficient was found to be: k L a, 20 = 0.511 ln ( AFR ) . Simulated treatment performance depended on k L a, 20 in a non–linear manner. A local sensitivity analysis of the calibrated parameters revealed porosity, hydraulic permeability and dispersion length of the fast flow field as well as k L a, 20 as most important. An optimal AFR for a spatially and temporally continuous aeration pattern for treatment wetlands treating similar influent was estimated to 150–200 L h −1 m −2 . This study provides insights into aeration mechanisms of aerated treatment wetlands and highlights the benefits of process modeling for in–depth system analysis. Graphical abstract: Image 1 Highlights: Development of a process model for aerated horizontal flow wetlands treating sewage. Model calibration and validation by pilot–scale experiments. Aeration controls location and gradients of treatment performance. O2 –transfer coefficient depended logarithmically on air flow rate. Optimal air flow rate to treat similar influent strengths ≈150–200 L h −1 m −2 .