Treatment of domestic wastewater using the nutrient film technique (NFT) to produce horticultural roses.

Removal of organic matter, nitrogen and phosphorus was investigated in a pilot based on the nutrient film technique system used for horticultural production. Rosebushes producing commercial roses were set on an inclined impermeable surface over which a thin film of domestic wastewater flowed directly through the root matrix. The roses produced with wastewater as nutrient solution were qualitatively and quantitatively similar to those produced traditionally and can be marketable. In the presence of the rosebushes, the lowering of chemical oxygen demand (COD), biological oxygen demand (BOD5) and suspended solids (SS) increased with their influent strengths in a linear fashion correlation. Whatever the pollutant load of the influent, within the range studied, the level of organic pollution required to allow the discharge of the effluent into water courses was reached after 24 h of treatment. At this time, the COD reached 39 +/- 13 mg L(-1), the BOD5 7 +/- 4 mg L(-1) and the SS 8 +/- 6 mg L(-1). The removal percentages were 89, 95 and 94, respectively, whereas without plants they were 55, 33 and 53, respectively. The rosebushes had a beneficial effect on the removal of phosphorus from 20% to 23% greater in their presence than without. In presence of plants, the nitrate was the principal form of nitrogen from 48 h of treatment whereas without rosebushes, nitrite represent more than 20% of initial nitrogen whatever the treatment duration. The root matrix served not only as a filter for the organic matter, but also provided a microhabitat suitable for nitrifying bacteria and heterotrophic micro-organisms, which responded rapidly to the pollutant load.

[1]  Jan Vymazal,et al.  Removal of BOD5 in Constructed Wetlands with Horizontal Sub-surface Flow: Czech Experience , 1999 .

[2]  K. Abe,et al.  Evaluation of Plant Bed Filter Ditches for the Removal of T-N and T-P from Eutrophic Pond Water Containing Particulate N and P , 1999 .

[3]  T. H. Davies,et al.  Aeration to Promote Nitrification in Constructed Wetlands , 1999 .

[4]  Fabio Masi,et al.  The tertiary treatment pilot plant of PubliSer SpA (Florence, Tuscany): A multistage experience , 1999 .

[5]  N. Ashbolt,et al.  Innovative production treatment hydroponic farm for primary municipal sewage utilisation , 2000 .

[6]  A. J. Biddlestone,et al.  Treatment of Agricultural and Domestic Effluents in Constructed Downflow Reed Beds Employing Recirculation , 1998 .

[7]  B. Gopal Natural and Constructed Wetlands for Wastewater Treatment: Potentials and Problems , 1999 .

[8]  Marc Strous,et al.  Ammonium removal from concentrated waste streams with the anaerobic ammonium oxidation (Anammox) process in different reactor configurations , 1997 .

[9]  Keith A. Smith,et al.  Phosphate and ammonium distribution in a pilot-scale constructed wetland with horizontal subsurface flow using shale as a substrate , 2000 .

[10]  George Tchobanoglous,et al.  Wastewater Engineering Treatment Disposal Reuse , 1972 .

[11]  Keith A. Smith,et al.  Physico-chemical screening of phosphate-removing substrates for use in constructed wetland systems , 1999 .

[12]  A. J. Biddlestone,et al.  Treatment of agricultural wastewater in downflow reed beds : Experimental trials and mathematical model , 1998 .

[13]  Kaoru Abe,et al.  Comparison of useful terrestrial and aquatic plant species for removal of nitrogen and phosphorus from domestic wastewater , 1998 .

[14]  Lawrence A. Baker,et al.  Transformations in dissolved organic carbon through constructed wetlands , 2000 .

[15]  S. Ayaz,et al.  Hydroponic tertiary treatment , 1996 .

[16]  Jian Huang,et al.  Nitrogen removal in constructed wetlands employed to treat domestic wastewater. , 2000 .