Performances of a pilot-scale reed bed for the olive mill wastewater (OMW) treatment were investigated, by monitoring influent and effluent pH, total suspended solids (TSS), chemical oxygen demand (COD), total Kjeldahl nitrogen (TKN), total phosphorus and polyphenols. In order to reduce the suspended matter concentration and to avoid clogging, OMW was pre-treated by adding lime putty, calcium hydroxide and hydraulic lime. The best results were obtained with 2 g/L of hydraulic lime. Pre-treated OMW was dosed in the reed bed at dilution ratios of 1/3 and 1110 (v/v), pointing up that the latter only did not give rise to.reed suffering and allowed to obtain good and durable removal efficiencies, above ali for COD (74.1±l7.6%) and polyphenols (83.4±17.8%). Recycling of the effluent was quite effective for the improvement of the wastewater quality, allowing a further removal of 26-70%, depending on the parameter taken into account. A post-dosage study, carried out by feeding the reed bed with the effluent of an activated sludge plant, pointed up a rapid decreasing of the outlet concentrations of the investigated parameters to values compatible with Italian regulations concerning wastewater discharge in surface water. Polyphenols were the exception, being their outlet concentration at the end of post-dosage study around 2 mg/L,

Olive mill watewater treatment by a pilot-scale subsurface horizontal flow (SSF-h) constructed wetland / M.Del Bubba;L.Checchini;C.Pifferi;L.Zanieri;L.Lepri. - In: ANNALI DI CHIMICA. - ISSN 0003-4592. - STAMPA. - 94:(2004), pp. 875-887.

Olive mill watewater treatment by a pilot-scale subsurface horizontal flow (SSF-h) constructed wetland

DEL BUBBA, MASSIMO;CHECCHINI, LEONARDO;LEPRI, LUCIANO
2004

Abstract

Performances of a pilot-scale reed bed for the olive mill wastewater (OMW) treatment were investigated, by monitoring influent and effluent pH, total suspended solids (TSS), chemical oxygen demand (COD), total Kjeldahl nitrogen (TKN), total phosphorus and polyphenols. In order to reduce the suspended matter concentration and to avoid clogging, OMW was pre-treated by adding lime putty, calcium hydroxide and hydraulic lime. The best results were obtained with 2 g/L of hydraulic lime. Pre-treated OMW was dosed in the reed bed at dilution ratios of 1/3 and 1110 (v/v), pointing up that the latter only did not give rise to.reed suffering and allowed to obtain good and durable removal efficiencies, above ali for COD (74.1±l7.6%) and polyphenols (83.4±17.8%). Recycling of the effluent was quite effective for the improvement of the wastewater quality, allowing a further removal of 26-70%, depending on the parameter taken into account. A post-dosage study, carried out by feeding the reed bed with the effluent of an activated sludge plant, pointed up a rapid decreasing of the outlet concentrations of the investigated parameters to values compatible with Italian regulations concerning wastewater discharge in surface water. Polyphenols were the exception, being their outlet concentration at the end of post-dosage study around 2 mg/L,
2004
94
875
887
M.Del Bubba;L.Checchini;C.Pifferi;L.Zanieri;L.Lepri
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/343192
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