Online titrimetric and off-gas analysis for examining nitrification processes in wastewater treatment

The two steps of nitrification, namely the oxidation of ammonia to nitrite and nitrite to nitrate, often need to be considered separately in process studies. For a detailed examination, it is desirable to monitor the two-step sequence using online measurements. In this paper, the use of online titrimetric and off-gas analysis (TOGA) methods for the examination of the process is presented. Using the known reaction stoichiometry, combination of the measured signals (rates of hydrogen ion production, oxygen uptake and carbon dioxide transfer) allows the determination of the three key process rates, namely the ammonia consumption rate, the nitrite accumulation rate and the nitrate production rate. Individual reaction rates determined with the TOGA sensor under a number of operation conditions are presented. The rates calculated directly from the measured signals are compared with those obtained from offline liquid sample analysis. Statistical analysis confirms that the results from the two approaches match well. This result could not have been guaranteed using alternative online methods. As a case study, the influences of pH and dissolved oxygen (DO) on nitrite accumulation are tested using the proposed method. It is shown that nitrite accumulation decreased with increasing DO and pH. Possible reasons for these observations are discussed. (C) 2003 Elsevier Science Ltd. All rights reserved.

The influence of key chemical constituents in activated sludge on surface and flocculating properties

This paper examines the influence of the chemical constituents of activated sludge and extracted extracellular polymeric substances (EPS) on the surface properties, hydrophobicity, surface charge (SC) and flocculating ability (FA) of activated sludge floes. Activated sludge samples from 7 different full-scale wastewater treatment plants were examined. Protein and humic substances were found to be the dominant polymeric compounds in the activated sludges and the extracted EPS, and they significantly affected the FA and surface properties, hydrophobicity and SC, of the sludge floes. The polymeric compounds proteins, humic substances and carbohydrates in the sludge floes and the extracted EPS contributed to the negative SC, but correlated negatively to the hydrophobicity of sludge floes. The quantity of protein and carbohydrate within the sludge and the extracted EPS was correlated positively to the FA of the sludge floes, while increased amounts of humic substances resulted in lower FA. In contrast, increased amounts of total extracted EPS had a negative correlation to FA. The results reveal that the quality and quantity of the polymeric compounds within the sludge floes is more informative, with respect to understanding the mechanisms involved in flocculation, than if only the extracted EPS are considered. This is an important finding as it indicates that extracting EPS may be insufficient to characterise the EPS. This is due to the low extraction efficiency and difficulties involved in the separation of EPS from other organic compounds. Correlations were observed between the surface properties and FA of the sludge floes., This confirms that the surface properties of the, sludge flocs play an important role in the bioflocculation process but that also other interactions like polymer entanglement are important. (C) 2002 Elsevier Science Ltd. All rights reserved.

Impacts of structural characteristics on activated sludge floc stability

Activated sludge samples from seven full-scale plants were investigated in order to determine the relationship between floc structure and floc stability. Floc stability was determined by shear sensitivity and floc strength. Floc structure was considered in terms of two size scales, the micro- and macrostructure. The microstructure refers to the organization of the floc components, such as the individual microorganisms. The macrostructure refers to the overall floc. The floc macrostructure was characterized by filament index, sludge volume index, size, and fractal dimension. It had a significant impact on floc stability. Large and open floes with low fractal dimensions containing large number of filaments were more shear sensitive and had lower floc strength compared to small and dense floes. Fluorescent in situ hybridization analysis indicated that the organization of the bacterial cells might also have an effect on the floc stability. (C) 2003 Elsevier Ltd. All rights reserved.

Integrated control of nitrate recirculation and external carbon addition in a predenitrification system

The integrated control of nitrate recirculation and external carbon addition in a predenitrification biological wastewater treatment system is studied. The proposed control structure consists of four feedback control loops, which manipulate the nitrate recirculation and the carbon dosage flows in a highly coordinated manner such that the consumption of external carbon is minimised while the nitrate discharge limits (based on both grab and composite samples) are met. The control system requires the measurement of the nitrate concentrations at the end of both the anoxic and the aerobic zones. Distinct from ordinary control systems, which typically minimise the variation in the controlled variables, the proposed control system essentially maximises the diurnal variation of the effluent nitrate concentration and through this maximises the use of influent COD for denitrification, thus minimising the requirement for external carbon source. Simulation studies using a commonly accepted simulation benchmark show that the controlled system consistently achieves the designated effluent quality with minimum costs.

Relationship between flocculation of activated sludge and composition of extracellular polymeric substances

Activated sludge floes are a flocculated mass of microorganisms, extracellular polymeric substances (EPS) and adsorbed organic and inorganic material. The structure of the floes is very heterogeneous and floes with very different properties and morphologies may occur, depending on the conditions in the activated sludge treatment plant and wastewater composition. Present thinking suggests that cations, such as calcium, create cationic bridges with EPS excreted by the bacteria and thereby hold the various floe constituents together. However, due to the complex and heterogeneous nature of activated sludge, the mechanisms have neither been thoroughly investigated nor successfully quantified. A better understanding and description of the biological flocculation process is necessary in order to establish more efficient operational strategies. The main aim of this study was to get a comprehensive and unique insight into the floe properties of activated sludge and to assess the relative impact of chemical and physical parameters. A variety of sludges from full scale treatment plants with different settling properties were characterised. The interrelationships between floe parameters such as composition of EPS, surface properties and floe structure, and their effect on the flocculation and separation properties were assessed. The results indicate that the EPS, both in terms of quantity and quality, are very important for the floe properties of the activated sludge. However, presence of filaments may alter the physical properties of the floes considerably. The EPS showed positive correlations to sludge volume index (SVI) if only sludges with low or moderate numbers of filaments were included. The surface properties were more affected by the composition of the EPS than by the number of filaments. The EPS showed positive correlation to negative surface charge and a negative correlation to relative hydrophobicity and flocculation ability. The negative correlation between flocculation ability and amount of EPS was surprising. The shear sensitivity, measured as degree of erosion of floes when subjected to shear, was more affected by floe size and number of filaments than amount of EPS.

Assessing forest fire as a potential PCDD/F source in Queensland, Australia

Forest fires are suggested as a potential and significant source of polychlorinated dibenzo-p-dioxins and polychlorinated dibenzofurans (PCDD/Fs), even though no studies to date provide sufficient evidence to confirm forest fires as a source of PCDD/Fs. Recent investigations in Gueensland, Australia have identified a widespread contamination of PCDDs (in particular OND) in soils and sediments in the coastal region from an unknown source of PCDD/Fs. Queensland is predominately rural; it has few known anthropogenic sources of PCDD/Fs, whereas forest fires are a frequent occurrence. This study was conducted to assess forest fires as a potential source of the unknown PCDD/F contamination in Queensland. A combustion experiment was designed to assess the overall mass of PCDD/Fs before and after a simulated forest fire. The results from this study did not identify an increase in Sigma-PCDD/Fs or OCDD after the combustion process. However, specific non-2,3,7,8 substituted lower chlorinated PCDD/Fs were elevated after the combustion process, suggesting formation from a precursor. The results from this study indicate that forest fires are unlikely to be the source of the unknown PCDD contamination in Gueensland, rather they are a key mechanism for the redistribution of PCDD/Fs from existing sources and precursors.

Methodologies for calibration and predictive analysis of a watershed model

The use of a fitted parameter watershed model to address water quantity and quality management issues requires that it be calibrated under a wide range of hydrologic conditions. However, rarely does model calibration result in a unique parameter set. Parameter nonuniqueness can lead to predictive nonuniqueness. The extent of model predictive uncertainty should be investigated if management decisions are to be based on model projections. Using models built for four neighboring watersheds in the Neuse River Basin of North Carolina, the application of the automated parameter optimization software PEST in conjunction with the Hydrologic Simulation Program Fortran (HSPF) is demonstrated. Parameter nonuniqueness is illustrated, and a method is presented for calculating many different sets of parameters, all of which acceptably calibrate a watershed model. A regularization methodology is discussed in which models for similar watersheds can be calibrated simultaneously. Using this method, parameter differences between watershed models can be minimized while maintaining fit between model outputs and field observations. In recognition of the fact that parameter nonuniqueness and predictive uncertainty are inherent to the modeling process, PEST's nonlinear predictive analysis functionality is then used to explore the extent of model predictive uncertainty.

Determinação do teor de compostos aromáticos policíclicos de óleos minerais isolantes para transformadores

Mestrado em Engenharia Química - Ramo Optimização Energética na Indústria Química

A qualitative response model of thermal comfort

A sound statistical methodology is presented for modelling the correspondence between the characteristics of individuals, their thermal environment, and their thermal sensation. The proposed methodology substantially improves that developed by P.O. Fanger, by formulating a more general and precise model of thermal comfort. It enables us to estimate the model from a sample of data where all the parameters of comfort vary at the same time, which is not possible with that adopted by Fanger. Moreover, the present model is still valid when thermal conditions are far from optimum. (C) 1997 Elsevier Science Ltd.

Implantació d'un Sistema de Gestió Integrada, qualitat i medi ambient, a una empresa constructora.

En aquest treball es defineix la documentació necessària per realitzar la implantació d’un sistema de gestió integrada, basat en la qualitat i en el medi ambient, a una empresa constructora, que permeti desenvolupar les seves activitats d’una forma simplificada i ordenada, i que faciliti la informació necessària per mantenir una millora continuada de les seves activitats.El Sistema de Gestió, integra les normes ISO 9001 i ISO 14001, que són normes de gestió de la Qualitat i el Medi Ambient, respectivament. Durant la implantació del Sistema de Gestió, s’han elaborat els procediments generals que les normes indiquen que s’han d’elaborar per complir amb totes les especificacions definides a elles. També, s’han elaborat els procediments específics, que són aquells propis de les activitats de l’empresa i que defineixen la seva forma de treballar. D’aquesta documentació es deriven els registres, que son els documents del Sistema de Gestió que ens permeten comprovar si s’adequa a la forma de treballar, i que son les evidencies de la posada en marxa del sistema.A la finalització d’aquest projecte, obtindrem un Sistema de Gestió Integrada, amb tots els procediments definits i implantats a l’empresa, que compliran amb les normes ISO 9001 i ISO 14001, dotant a l’organització d’un augment de la seva eficàcia i competitivitat, entrant al procés de millora continuada, i posicionar-se com una empresa socialment responsable, reforçant la seva imatge davant dels seus clients, optimitzant la gestió de residus i reduint els impactes ambientals negatius.

Les freins à l'adoption d'une approche d'éco-conception dans le processus de développement de produits: le cas des petites et moyennes entreprises

Scientifiques, gouvernements, entreprises et consommateurs s’entendent aujourd’hui pour dire que le système naturel est déréglé, que l’activité industrielle en est la cause principale. L’éco-conception est une manière de concevoir des biens ou des services en diminuant leurs impacts sur l’environnement et la société. De plus en plus présente dans les grandes entreprises où, associée à une gestion intégrée de l’environnement, elle procure des bénéfices non négligeables et une image de marque, l’éco-conception a beaucoup de difficultés à s’implanter dans les petites et moyennes entreprises. Dans ce travail, nous avons cherché à comprendre les raisons de ces difficultés. Deux approches ont été utilisées, l’une basée sur une analyse documentaire des rapports de RSE de dix entreprises, grandes et petites, de différents secteurs d’activité, qui nous a permis de fixer le cadre et le formalisme de la démarche de recherche, l’autre sur le principe d’entretiens semi-dirigés à partir de questions ciblées. Après une présentation générale de ce qu’est l’éco-conception et quelle en est la problématique appliquée aux PME (chapitre 2), nous précisons le cadre méthodologique de la recherche (chapitre 3) et exposons ses résultats (chapitre 4). Nous montrons que les freins à l’adoption de l’éco-conception dans les PME sont multiples et complexes, tant la diversité de ces entreprises est grande et difficile à synthétiser. En soulignant les freins, les leviers, les risques et les opportunités liés à l’intégration des principes de développement durable dans ces entreprises, nous faisons un portrait global de la situation actuelle et des difficultés rencontrées par ces PME pour adhérer à ces principes.

La vulnérabilité face aux risques environnementaux à Kigali (Rwanda) : enjeux et facteurs

L’objectif de ce mémoire est de faire un état des lieux des connaissances produites sur les risques environnementaux et la vulnérabilité et appliquer ces connaissances à la ville de Kigali (Rwanda). Après avoir présenté différentes approches, nous avons retenu le cadre d’analyse qui s’inscrit dans l’approche de J.C. Thouret et R.D’Ercole (1996). Cette approche est articulée autour de trois dimensions : enjeux, facteurs de la vulnérabilité et réponses sociales. A travers l’application des éléments pertinents de ces trois dimensions dans le cas de la ville de Kigali, réalisée grâce à une analyse qualitative, centrée sur l’analyse des documents et des entrevues semi-dirigées, voici les principaux résultats que nous avons obtenus: l’analyse des enjeux a révélé que la ville de Kigali est confrontée à plusieurs dommages, parmi lesquels, on peut mentionner les pertes des vies humaines, la démolition des maisons, la contamination des rivières, la prolifération des maladies et la perturbation des besoins de base ( eau potable, électricité, transport) dues aux risques. Cette situation s’explique par la combinaison de plusieurs facteurs dont le relief collinaire, le sol granitique, les pluies violentes, le caractère centrifuge du réseau hydrographique, le sous-dimensionnement des ouvrages d’évacuation et le réseau d’assainissement insuffisant. D’autres facteurs amplifient la vulnérabilité dont l’explosion démographique consécutive à une urbanisation spontanée et inconsciente en zones inondables, l’ensablement des lits des rivières, le vide juridique, les politiques fragmentaires et le dysfonctionnement des acteurs impliqués dans la gestion des risques. Cette situation aurait probablement été améliorée si les réponses sociales étaient efficaces. Or, d’un côté, la faible perception de risque chez les résidants affectés par les risques accélère davantage la vulnérabilité et de l’autre côté, l’intervention significative des CIB n’est pas accompagnée d’actions complémentaires des institutions publiques et des agences internationales.