101 resultados para Sewage disposal plants -- Computer simulation

em Consorci de Serveis Universitaris de Catalunya (CSUC), Spain


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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

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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

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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

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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

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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

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Both structural and dynamical properties of 7Li at 470 and 843 K are studied by molecular dynamics simulation and the results are comapred with the available experimental data. Two effective interatomic potentials are used, i.e., a potential derived from the Ashcroft pseudopotential [Phys. Lett. 23, 48 (1966)] and a recently proposed potential deduced from the neutral pseudoatom method [J. Phys.: Condens. Matter 5, 4283 (1993)]. Although the shape of the two potential functions is very different, the majority of the properties calculated from them are very similar. The differences among the results using the two interaction models are carefully discussed.

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Self- and cross-velocity correlation functions and related transport coefficients of molten salts are studied by molecular-dynamics simulation. Six representative systems are considered, i.e., NaCl and KCl alkali halides, CuCl and CuBr noble-metal halides, and SrCl2 and ZnCl2 divalent metal-ion halides. Computer simulation results are compared with experimental self-diffusion coefficients and electrical conductivities. Special attention is paid to dynamic cross correlations and their dependence on the Coulomb interactions as well as on the size and mass differences between anions and cations.

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We present a computer-simulation study of the effect of the distribution of energy barriers in an anisotropic magnetic system on the relaxation behavior of the magnetization. While the relaxation law for the magnetization can be approximated in all cases by a time logarithmic decay, the law for the dependence of the magnetic viscosity with temperature is found to be quite sensitive to the shape of the distribution of barriers. The low-temperature region for the magnetic viscosity never extrapolates to a positive no-null value. Moreover our computer simulation results agree reasonably well with some recent relaxation experiments on highly anisotropic single-domain particles.

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Monte Carlo (MC) simulations have been used to study the structure of an intermediate thermal phase of poly(R-octadecyl ç,D-glutamate). This is a comblike poly(ç-peptide) able to adopt a biphasic structure that has been described as a layered arrangement of backbone helical rods immersed in a paraffinic pool of polymethylene side chains. Simulations were performed at two different temperatures (348 and 363 K), both of them above the melting point of the paraffinic phase, using the configurational bias MC algorithm. Results indicate that layers are constituted by a side-by-side packing of 17/5 helices. The organization of the interlayer paraffinic region is described in atomistic terms by examining the torsional angles and the end-to-end distances for the octadecyl side chains. Comparison with previously reported comblike poly(â-peptide)s revealed significant differences in the organization of the alkyl side chains.

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The activated sludge process - the main biological technology usually applied towastewater treatment plants (WWTP) - directly depends on live beings (microorganisms), and therefore on unforeseen changes produced by them. It could be possible to get a good plant operation if the supervisory control system is able to react to the changes and deviations in the system and can take thenecessary actions to restore the system’s performance. These decisions are oftenbased both on physical, chemical, microbiological principles (suitable to bemodelled by conventional control algorithms) and on some knowledge (suitable to be modelled by knowledge-based systems). But one of the key problems in knowledge-based control systems design is the development of an architecture able to manage efficiently the different elements of the process (integrated architecture), to learn from previous cases (spec@c experimental knowledge) and to acquire the domain knowledge (general expert knowledge). These problems increase when the process belongs to an ill-structured domain and is composed of several complex operational units. Therefore, an integrated and distributed AIarchitecture seems to be a good choice. This paper proposes an integrated and distributed supervisory multi-level architecture for the supervision of WWTP, that overcomes some of the main troubles of classical control techniques and those of knowledge-based systems applied to real world systems

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A partir de la reflexió sobre la situació actual i futura de les depuradores d’aigües, s’estudia l’obtenció d’un model conceptual de possible depuradora del segle XXI, entenent l’EDAR del segle XXI com a una instal•lació quegestioni de manera òptima les aigües residuals urbanes d’una població mitjana. (El cas pràctic es concreta en l’EDAR de Figueres)

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Aquest projecte té com a objectiu la implementació d'un sistema de control avançat en una estació depuradora d'aigües residuals a la Vall del Ges, Torelló

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Estudi de tractaments innovadors en aigües residuals amb elevada concentració de nitrogen mitjançant la tecnologia ANAMMOX (Anaerobic Ammonium Oxidation) i SHARON i posterior anàlisi teòrica de la gestió dels fangs residuals d’una EDAR

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Diagnòsi de les aigües residuals de sant martí Sescorts i proposta de millora de la qualitat d' aquestes aigues residuals