Variation of the feeding/resting period in modified vertical treatment wetlands (depth, zeolite as medium) employed for treating rural domestic wastewater in tourist areas

Author:

Vera-Puerto Ismael1ORCID,Valdés Hugo2ORCID,Correa Christian13ORCID,Olave Jorge4ORCID,Pérez Valeria15,Arias Carlos A.67ORCID

Affiliation:

1. a Departamento de Obras Civiles, Universidad Católica del Maule, Avenida San Miguel 3605, Talca, Chile

2. b Departamento de Computación e Industrias, Universidad Católica del Maule, Avenida San Miguel 3605, Talca, Chile

3. c Consultora e Ingeniería Ciudad Verde Ltda, Camino a Puertas Negras S/N, Talca, Chile

4. d Centro de Investigación y Desarrollo en Recursos Hídricos, Universidad Arturo Prat, Vivar 461-489, Iquique, Chile

5. e Departamento de Infraestructura, Universidad Católica del Maule, Avenida San Miguel 3605, Talca, Chile

6. f Department of Biology – Aquatic Biology, Aarhus University, Nordre Ringgade 1, 8000, Aarhus C, Denmark

7. g WATEC Aarhus University Centre for Water Technology, Aarhus University, Vejlsøvej 25, 8600 Silkeborg, Aarhus C, Denmark

Abstract

Abstract This work aimed to evaluate the performance of modified vertical flow treatment wetlands (VF-TWs) in terms of depth and medium to assess the effect of the feeding/resting periods and footprint (FP). The modifications were proposed for treating domestic wastewater in rural areas with flow variations such as tourist sites. The experimental setup included six laboratory-scale VF-TWs: (a) normal (VF-N), bed depth 1.0 m, filled with sand and (b) modified (VF-M), bed depth 0.5 m, filled with sand (upper) and zeolite (bottom, saturated). The operation was divided into three phases (3 months each), varying the feeding/resting period and FP: phase I, 5 d/10 d, 2.6 m2/person-equivalent (PE); phase II, 3.5 d/3.5 d, 1.7 m2/PE; and phase III, only feeding no resting, 0.85 m2/PE. Influent and effluent grab samples were taken every 2 weeks. The results showed effective removal (above 60%) of total solids, organic matter, and pathogens for both VF-N and VF-M. Regarding nutrients, VF-M showed a phosphate removal below 60%, but no consistent removal (15–60%) of total nitrogen. Thus, the results suggest that proposed modifications can be an option to be established in tourist sites, but further work should be conducted to improve and optimize total nitrogen removal.

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

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