Bedoukian   RussellIPM   RussellIPM   Piezoelectric Micro-Sprayer


Home
Animal Taxa
Plant Taxa
Semiochemicals
Floral Compounds
Semiochemical Detail
Semiochemicals & Taxa
Synthesis
Control
Invasive spp.
References

Abstract

Guide

Alphascents
Pherobio
InsectScience
E-Econex
Counterpart-Semiochemicals
Print
Email to a Friend
Kindly Donate for The Pherobase

« Previous AbstractEvaluation of the Antifungal Activity of Endophytic and Rhizospheric Bacteria against Grapevine Trunk Pathogens    Next AbstractClimate variability and temporal trends of persistent organic pollutants in the arctic: a study of glaucous gulls »

J Environ Sci Health A Tox Hazard Subst Environ Eng


Title:Modeling organic matter and nitrogen removal from domestic wastewater in a pilot-scale vertical subsurface flow constructed wetland
Author(s):Bustillo-Lecompte CF; Mehrvar M; Quinones-Bolanos E; Castro-Faccetti CF;
Address:"a Graduate Program in Environmental Applied Science and Management, Ryerson University , Toronto , Ontario , Canada. b Department of Chemical Engineering , Ryerson University , Toronto , Ontario , Canada. c Faculty of Engineering, University of Cartagena, Cartagena de Indias , Colombia"
Journal Title:J Environ Sci Health A Tox Hazard Subst Environ Eng
Year:2016
Volume:20160128
Issue:5
Page Number:414 - 424
DOI: 10.1080/10934529.2015.1120528
ISSN/ISBN:1532-4117 (Electronic) 1093-4529 (Linking)
Abstract:"Constructed wetlands have become an attractive alternative for wastewater treatment. However, there is not a globally accepted mathematical model to predict their performance. In this study, the VS2DTI software was used to predict the effluent biochemical oxygen demand (BOD) and total nitrogen (TN) in a pilot-scale vertical flow constructed wetland (VFCW) treating domestic wastewater. After a 5-week adaptation period, the pilot system was monitored for another 6 weeks. Experiments were conducted at hydraulic retention times (HRTs) in the range of 2-4 days with Typha latifolia as the vegetation. The raw wastewater concentrations ranged between 144-430 and 122-283 mg L(-1) for BOD5 and TN, respectively. A first-order kinetic model coupled with the advection/dispersion and Richards' equations was proposed to predict the removal rates of BOD5 and TN from domestic wastewater. Two main physical processes were modeled in this study, porous material water flow and solute transport through the different layers of the VFCW to simulate the constructed wetland (CW) conditions. The model was calibrated based on the BOD5 and TN degradation constants. The model indicated that most of BOD and TN (88 and 92%, respectively) were removed through biological activity followed by adsorption. It was also observed that the evapotranspiration was seen to have a smaller impact. An additional data series of effluent BOD and TN was used for model validation. The residual analysis of the calibrated model showed a relatively random pattern, indicating a decent fit. Thus, the VS2DTI was found to be a useful tool for CW simulation"
Keywords:"Colombia *Denitrification Models, Theoretical Nitrogen/analysis/*metabolism Pilot Projects Typhaceae/*metabolism Volatile Organic Compounds/*metabolism Wastewater/analysis/*chemistry Water Pollutants, Chemical/analysis/*chemistry *Wetlands Bod Vs2dti cons;"
Notes:"MedlineBustillo-Lecompte, Ciro Fernando Mehrvar, Mehrab Quinones-Bolanos, Edgar Castro-Faccetti, Claudia Fernanda eng Research Support, Non-U.S. Gov't England 2016/01/29 J Environ Sci Health A Tox Hazard Subst Environ Eng. 2016; 51(5):414-24. doi: 10.1080/10934529.2015.1120528. Epub 2016 Jan 28"

 
Back to top
 
Citation: El-Sayed AM 2024. The Pherobase: Database of Pheromones and Semiochemicals. <http://www.pherobase.com>.
© 2003-2024 The Pherobase - Extensive Database of Pheromones and Semiochemicals. Ashraf M. El-Sayed.
Page created on 13-12-2024