Efficacy of a large-scale constructed wetland to remove phosphorus and suspended solids from Lake Apopka, Florida

• Published in: Ecological engineering Vol. 42; pp. 90 - 100
• Main Authors: Dunne, Ed J., Coveney, Michael F., Marzolf, Erich R., Hoge, Victoria R., Conrow, Roxanne, Naleway, Robert, Lowe, Edgar F., Battoe, Lawrence E.
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.05.2012
• Subjects: Construction; Ecology; Effectiveness; Lake; Lakes; Large-scale constructed wetlands; Marine; Phosphorus; Polypropylenes; Suspended solids; Vegetation; Wetlands; ASW, USA, Florida; USA, Florida, Apopka L; USA, Florida; Phosphorus; Lake; Large-scale constructed wetlands; Suspended solids
• ISSN: 0925-8574; 1872-6992
• DOI: 10.1016/j.ecoleng.2012.01.019

Constructed wetlands treat various types of waters. We examined the efficacy of a large-scale constructed wetland (the marsh flow-way), which was designed to treat lake water by maximizing the removal rate of total phosphorus (TP), and total suspended solids (TSS) from Lake Apopka. The flow-way was constructed on former agricultural land and has four independently operated wetland cells (treatment area is ∼276ha). During the operating period (November 2003–March 2007), hydraulic loading rate (HLR) was high, with annual median values between 32 and 49myr−1. On average, 87% of the treated water returned to the lake, and the remainder flowed downstream. The wetland released soluble P (mostly soluble reactive P [SRP]), which was probably caused by P release from soils and/or senescing vegetation. This release was high initially and high during summers, but declined overall with time. Despite SRP release, the system removed TP over annual periods, with maximum net TP removal in 2007 (1.8gm−2yr−1). Most of the incoming and retained P was particulate. Median percent mass removal was 58% for particulate P (PP) and about 30% for TP. Total suspended solids were always removed (median removal rate=1.4kgm−2yr−1) and the percent mass removal was high (93%). Median first-order rate constants (P-k-C* model) were 43myr−1 for TP and 228myr−1 for TSS. Removal rates of TP and PP appeared to increase linearly up to the highest loading (5–6gm−2yr−1), whereas removal rate of TSS may have approached an asymptote at loading >3kgm−2yr−1. We found that C* declined from 0.070 in the previous pilot project to 0.045mgL−1 in the current flow-way system. Continued reduction in C* as TP declines in inflow lake water would assist P removal. Otherwise, selective wetland operation during periods of high lakewater TP concentrations may be required in the future to maintain net P removal.