Implantació de la digestió anaeròbia a la EDAR de Castell-Platja d’Aro

Estudi de la viabilitat tècnica i econòmica de la implantació de la digestió anaeròbia a l’EDAR de Castell-Platja d’Aro per tal de portar a terme un sistema de cogeneració. S’ha estudiant el funcionament actual amb digestió aeròbia i s’ha valorat mitjançant balanços de matèria, energia i econòmics els avantatges i desavantatges de substituir la digestió aeròbia per anaeròbia

A Factor analysis of hidrochemical composition of Llobregat river basin

Hydrogeological research usually includes some statistical studies devised to elucidate mean background state, characterise relationships among different hydrochemical parameters, and show the influence of human activities. These goals are achieved either by means of a statistical approach or by mixing modelsbetween end-members. Compositional data analysis has proved to be effective with the first approach, but there is no commonly accepted solution to the end-member problem in a compositional framework.We present here a possible solution based on factor analysis of compositions illustrated with a case study.We find two factors on the compositional bi-plot fitting two non-centered orthogonal axes to the most representative variables. Each one of these axes defines a subcomposition, grouping those variables thatlay nearest to it. With each subcomposition a log-contrast is computed and rewritten as an equilibrium equation. These two factors can be interpreted as the isometric log-ratio coordinates (ilr) of three hiddencomponents, that can be plotted in a ternary diagram. These hidden components might be interpreted as end-members.We have analysed 14 molarities in 31 sampling stations all along the Llobregat River and its tributaries, with a monthly measure during two years. We have obtained a bi-plot with a 57% of explained totalvariance, from which we have extracted two factors: factor G, reflecting geological background enhanced by potash mining; and factor A, essentially controlled by urban and/or farming wastewater. Graphicalrepresentation of these two factors allows us to identify three extreme samples, corresponding to pristine waters, potash mining influence and urban sewage influence. To confirm this, we have available analysisof diffused and widespread point sources identified in the area: springs, potash mining lixiviates, sewage, and fertilisers. Each one of these sources shows a clear link with one of the extreme samples, exceptfertilisers due to the heterogeneity of their composition.This approach is a useful tool to distinguish end-members, and characterise them, an issue generally difficult to solve. It is worth note that the end-member composition cannot be fully estimated but only characterised through log-ratio relationships among components. Moreover, the influence of each endmember in a given sample must be evaluated in relative terms of the other samples. These limitations areintrinsic to the relative nature of compositional data

A Tool for optimum design of Waste Water Treatment Plants under uncertainty

L’objectiu principal és presentar un nou prototipus d’eina per al disseny de les plantes de tractament d’aigües residuals utilitzant models mecànics dinàmics quantificant la incertesa

Disseny, automatització i telecontrol d'una EBAR

Per tal de poder recollir part de les aigües residuals de la població de Llafranc i fer-les arribar a la depuradora d’aigües residuals (EDAR) de Palamós, és necessari impulsarla. Amb aquesta millora, s’aconseguirà assegurar la impulsióde les aigües residuals de Llafranc tenint en compte les necessitats actuals i futures.S’evitarà l’abocament d’aigües residuals a la riera i mar tal i com està passantactualment amb l’EBAR original ja que no es correspon el cabal de disseny inicial ambel cabal actual. També es garanteix la impulsió de la majoria d’aigües pluvials degut aque no està separada la xarxa d’aigües residuals de la xarxa d’aigües pluvials.A més es garanteix un millor funcionament en els equips degut a la instal•laciód’equips adequats a les tecnologies actuals, poden controlar tot el sistemacorrectament.L’automatització de l’EBAR permetrà reduir el temps de manteniment i neteja de lesinstal•lacions, i reduir el nombre d’avaries de les instal•lacions.A més es reduirà el risc d’abocaments incontrolats per la instal•lació d’un sistema detelecontrol que permetrà assabentar automàticament de qualsevol anomalia a lapersona responsable de mantenir i garantir el funcionament de les instal•lacions.En cas de fallada del subministrament elèctric, es pot garantir durant un cert temps elfuncionament de l’EBAR degut a la instal•lació d’un grup electrogen, tenint més margede maniobra en cas d’una incidència

Llibreria pel control estadístic de processos industrials per lots

Aquest projecte s’ha desenvolupat en el grup d'investigació d'Enginyeria de Control i Sistemes Intel•ligents (eXiT). El treball realitzat ha consistit en la implementació d’una Toolbox per Matlab. La finalitat d’aquesta Toolbox és aconseguir unificar tot el codi existent al grup en una única Toolbox, auto continguda (que no necessiti d’altres Toolboxes de Matlab), d’aquesta manera es permetrà que el codi resultant sigui fàcilment reutilitzable d’ara en endavant. També s’ha aconseguit que les futures ampliacions tinguin un punt de partida estable i fàcil de modificar. El fet que el codi sigui auto-contingut (que no depengui de Toolboxes externes al grup) també facilita la reutilització i exportació dels codis del grup al no dependre de llicències d’altres Toolboxes

Ambientalitació del camp de golf PGA Catalunya

Estudi del camp de golf PGA Catalunya de Caldes de Malavella, l’aigua de reg, ús de models nòrdics poc adequats al clima mediterrani, tipus de gespa i integració del camp al medi. Es proposen una sèrie de mesures per tal de millorar l’eficiència dels diferents processos i obtenir així un benefici ambiental i econòmic

Impacte de l’aplicació de fangs de depuradora en un sòl agrícola

L'elevada quantitat d'aigües residuals generades per la societat actual i el posterior procés de depuració per tal d'eliminar els contaminants de l'aigua, provoca un gran volum de fangs que tradicionalment es duien en un abocador controlat o, pitjor encara, a les zones litorals on es dipositaven directament al mar. La reutilització dels fangs, obtinguts com a subproducte del tractament de les aigües residuals en les EDAR, com a adob biològic en camps agrícoles, és una de les opcions més utilitzades per a la seva gestió. Aquesta, pot ser una bona opció sempre i quan no suposi un risc per la salut, donat que el contingut al fang d'alguns contaminants pot ser elevat i l'acumulació excessiva per exemple d'elements potencialment tòxics (PTE) pot suposar un risc pels sòls i les plantes amb els problemes que això pot ocasionar. Encara que els fangs normalment presenten continguts en PTE inferiors als valors límit establerts per la normativa europea, la seva aplicació reiterada pot suposar un risc d'acumulació dels metalls en el sòl i, depenent de la seva mobilitat, també en les plantes. En aquest projecte, ens centrem en l'estudi de la mobilitat i biodisponibilitat dels metalls en els sòls on s'han cultivat cereals d'hivern, concretament ordi. Els fangs aportats en aquesta experiència són procedents de l'EDAR de Palamós, on reben un tractament de digestió anaeròbia. S'avalua tan el contingut pseudototal de PTE en el sòl, amb l'ajuda d'una digestió al microones, com el contingut de metall biodisponible. A continuació, es determinarà la concentració dels PTE en els extractes mitjançant l'ICP-AES o ICP-MS, depenent de la concentració d'aquests.El projecte es centra en l'avaluació del possible impacte de l'aplicació continuada de biosòlids en sòls agrícoles. Des d'un punt de vista operacional, l'estudi es portarà a terme en parcel•les experimentals situades a l'Estació Experimental Mas Badia, on es porten aplicant fangs de depuradora de manera reiterada durant 12 anys, amb l'objectiu de valorar l'interès agrícola i la incidència agronòmica de l’aplicació de fangs de depuradora en diferents cultius, a mig i a llarg termini

Projecte d’urbanització d’una zona residencial de 30 hectàrees

L’objectiu del projecte és dissenyar, descriure i calcular les obres bàsiques d’instal•lacions necessàries per poder efectuar una urbanització d’una zona residencial de 30 hectàrees situada al terme municipal de Bescanó, la qual en l’actualitat no disposa del serveis bàsics

Prediction of the bulking phenomenon in wastewater treatment plants

The control and prediction of wastewater treatment plants poses an important goal: to avoid breaking the environmental balance by always keeping the system in stable operating conditions. It is known that qualitative information — coming from microscopic examinations and subjective remarks — has a deep influence on the activated sludge process. In particular, on the total amount of effluent suspended solids, one of the measures of overall plant performance. The search for an input–output model of this variable and the prediction of sudden increases (bulking episodes) is thus a central concern to ensure the fulfillment of current discharge limitations. Unfortunately, the strong interrelationbetween variables, their heterogeneity and the very high amount of missing information makes the use of traditional techniques difficult, or even impossible. Through the combined use of several methods — rough set theory and artificial neural networks, mainly — reasonable prediction models are found, which also serve to show the different importance of variables and provide insight into the process dynamics

Application of a support system to the design of wastewater treatment plants

This paper presents a case study that explores the advantages that can be derived from the use of a design support system during the design of wastewater treatment plants (WWTP). With this objective in mind a simplified but plausible WWTP design case study has been generated with KBDS, a computer-based support system that maintains a historical record of the design process. The study shows how, by employing such a historical record, it is possible to: (1) rank different design proposals responding to a design problem; (2) study the influence of changing the weight of the arguments used in the selection of the most adequate proposal; (3) take advantage of keywords to assist the designer in the search of specific items within the historical records; (4) evaluate automatically thecompliance of alternative design proposals with respect to the design objectives; (5) verify the validity of previous decisions after the modification of the current constraints or specifications; (6) re-use the design records when upgrading an existing WWTP or when designing similar facilities; (7) generate documentation of the decision making process; and (8) associate a variety of documents as annotations to any component in the design history. The paper also shows one possible future role of design support systems as they outgrow their current reactive role as repositories of historical information and start to proactively support the generation of new knowledge during the design process

Effluent particle removal by microirrigation system filters

The aim of this work was to determine whether the filters used in microirrigation systems can remove potentially emitter-clogging particles. The particle size and volume distributions of different effluents and their filtrates were established, and the efficiency of the removal of these particles and total suspended solids by screen, disc and sand filters determined. In most of the effluents and filtrates, the number of particles with a diameter > 20 μm was minimal. By analysing the particle volume distribution it was found that particles larger than the disc and screen filter pores appeared in the filtrates. However, the sand filter was able to retain particles larger than the pore size. The filtration efficiency depended more on the type of effluent than on the filter. It was also found that the particle size distribution followed a potential law. Analysis of the β exponents showed that the filters did not significantly modify the particle size distribution of the effluents

Antibiotic resistance genes in the bacteriophage DNA fraction of environmental samples

Antibiotic resistance is an increasing global problem resulting from the pressure of antibiotic usage, greater mobility of the population, and industrialization. Many antibiotic resistance genes are believed to have originated in microorganisms in the environment, and to have been transferred to other bacteria through mobile genetic elements. Among others, ß-lactam antibiotics show clinical efficacy and low toxicity, and they are thus widely used as antimicrobials. Resistance to ß-lactam antibiotics is conferred by ß-lactamase genes and penicillin-binding proteins, which are chromosomal- or plasmid-encoded, although there is little information available on the contribution of other mobile genetic elements, such as phages. This study is focused on three genes that confer resistance to ß-lactam antibiotics, namely two ß-lactamase genes (blaTEM and blaCTX-M9) and one encoding a penicillin-binding protein (mecA) in bacteriophage DNA isolated from environmental water samples. The three genes were quantified in the DNA isolated from bacteriophages collected from 30 urban sewage and river water samples, using quantitative PCR amplification. All three genes were detected in the DNA of phages from all the samples tested, in some cases reaching 104 gene copies (GC) of blaTEM or 102 GC of blaCTX-M and mecA. These values are consistent with the amount of fecal pollution in the sample, except for mecA, which showed a higher number of copies in river water samples than in urban sewage. The bla genes from phage DNA were transferred by electroporation to sensitive host bacteria, which became resistant to ampicillin. blaTEM and blaCTX were detected in the DNA of the resistant clones after transfection. This study indicates that phages are reservoirs of resistance genes in the environment.

Seasonal patterns op biomass variation of Ruppia cirrhosa (Petagna) Grande and Potamageton pectinatus L. in a coastal logoon

Coastal lagoons where salinity varies within a wide range during the year are colonized by euryhaline macrophytes which can develop extensive beds. Seasonal changes in biomass of Ruppia cirrhosa and Potamogeton pectinatus were studied in Tancada Lagoon (Ebro Delta, NE Spain) in order to reveal the environmental factors controlling their population development. Ruppia cirrhosa occupy a larger area of the lagoon than Potarnogeton pectinatus. Their maximum above ground biomasses are also different (495 g m-2 and 351 g m-2 ash free dry weight, respectively). Below ground biomass of Ruppia cirrhosa is between 9 and 53 % of the above ground biomass, while it is 3-40 % for Potamogeton pectinatus. Chlorophyll a contents show fluctuations similar to biomass. Low salinity and high turbidity caused by freshwater inflows favour Potamogeton expansion, while Ruppia development is favoured by high salinity and transparent water.

Temporal variation of the biomass and structure of Caulerpa prolifera (Forsskal) Lamouroux meadows in the Mar Menor lagoon (SE Spain).

The temporal changes in the structure, biomass and C, N and P content of meadows of Caulerpa prolifera (Forsskal) Lamouroux in the Mar Menor coastal lagoon (SE Spain) are described over the period from November 1986 to March 1989. C. prolifera meadows showed a unimodal pattern of vegetative development with maximum biomass values (168-173 g d.w. m-2) reached in summer and maintained during autumn, and minimum biomass values (0-57 g d.w. m-2) during late winter and early spring. Leaf area index values changed between 0.37-0.40 m2 m-2 in January-February and 2.60-7.06 m2 m-2 in July. The seasonality in the biomass and structure of the meadow was mainly related to the vegetative development of the secondary fronds. Carbon and phosphorus content of the thallus (32.5-34.8% d.w. and 0.065-0.069% d.w., respectively) had no seasonality, but nitrogen content showed a bimodal annual pattern with higher values in spring and fall (>2.5% d.w.) than in summer and winter (<2.5% d.w.).