935 resultados para Water distribution systems
Resumo:
A genetic study of the neotropical river otter Lontra longicaudis (Olfers, 1818), which has an unknown conservation status, was carried out at the Taim Ecological Station and the margins of the Vargas stream, Rio Grande do Sul, southern Brazil. Faecal samples were collected, and DNA was extracted using a silica-guanidine method. Five microsatellite loci were amplified using PCR with heterologous primers previously described for Lutra lutra (Linnaeus, 1758). Sixteen faecal samples out of 29 from Taim and 11 out of 14 from Vargas stream margins contained enough DNA for genetic analysis. A total of 49 different alleles were found at both localities, from which 18 were exclusively found in individuals from Taim and 17 were exclusives from Vargas individuals. The most common allele was the same at both locations for three loci (Lut715, Lut733, and Lut818). A high level of genetic diversity was found at both sites (NeTaim=4.1, HoTaim=0.299, HeTaim=0.681; NeVargas=4.9, HoVargas=0.355, HeVargas=0.724), being higher at the Vargas stream site. A high and significant level of heterozygote deficiency was observed at most loci according to the χ2 test. The homogeneity χ2 test (P<0.001) showed that there were significant differences in the allele frequencies between the two locations. Genotyping for more than one locus was possible in 81.5% of samples, from which only 37% were possible to genotype for more than three loci. A low degree of relatedness was found among individuals from Taim (R=0.055±0.310), but an even lower value of relatedness was found at the Vargas site (R= -0.285±0.440). The significant degree of differentiation (I=0.890; F ST=0.059) found between Taim and Vargas individuals suggests that there is more than one population of otters in the southern extreme of Brazil, which probably are associated with the water body systems found in this region, the Mirim and the Caiuvá/Flores/Mangueira Lagoons. The high genetic diversity and low relatedness found at the Vargas stream, lead us to believe that the Vargas stream may be acting as a corridor between these water bodies for otter dispersion.
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Aquest projecte realitza una auditoria ambiental de l’edifici de l’Àrea de Territori, Medi Ambient, Paisatge i Espai Urbà de l’Ajuntament de Sitges, com a primer pas per a la implantació d’un sistema de gestió ambiental (SGA), en acord amb el Reglament (CE) nº 761/2001, i la posterior obtenció d’un certificat de gestió i auditories ambientals (EMAS). L’auditoria s’inicia amb la identificació dels aspectes ambientals de l’edifici, mitjançant la recopilació de dades sobre consums energètics i hídrics, la estimació de la generació de residus i enquestes de mobilitat als treballadors. Aquestes dades són utilitzades per determinar els aspectes ambientals significatius i posteriorment, exposar una sèrie de propostes de millora per tal de corregir-los o minimitzar-los, com ara sistemes d’estalvi d’aigua, d’enllumenat, de producció d’electricitat i l’educació ambiental dels treballadors. Per a la implantació d’un SGA en la situació actual de l’edifici, es necessària, entre altres coses, la implantació d’un sistema de registre que arxivi els consums d’aigua, energia i generació de residus, per tal de dur un control de les despeses de cadascun dels vectors. A més, caldrà implementar un Programa de bones pràctiques ambientals en l’oficina per tal de reduir el consum elèctric, d’aigua i generació de residus, i la seva classificació per part dels treballadors.
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En el present treball es realitza un estudi hidràulic i de qualitat de les aigües de la xarxa municipal per tal d’analitzar en primer lloc el seu estat actual i proposar posteriorment una sèrie d’actuacions de millora. Això s’ha desenvolupat amb l’ajuda d’un programa de simulació de xarxes hidràuliques i de qualitat, en ser l’estudi d’una elevada envergadura, que feia inviable l’estudi empíric de la instal•lació. El simulador utilitzat ha estat l’EPANET, el qual va estar elaborat per la NATIONAL RISK MANAGEMENT RESEARCH LABORATORY de Cincinatty, als Estats Units i traduït a l’espanyol pel grup REDHISP Inst. Ingenieria del agua y M.A. de la Universitat Politècnica de València
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The success story of hydroelectricity long influenced and dominated Swiss scholarly literature devoted to the history of technology. This means of conducting power, which emerged at the end of the 19th century and is still dominating today, has attracted much more attention than technologies that have been shadowed by its success. In spite of their important contribution to Swiss economic development, the distribution networks of pressurized water have been neglected by scholars. This article contributes to close this historiographic gap by analyzing the introduction of pressurized water distribution in 1876 in Lausanne, in the context of the building of the first Swiss cable funicular between Lausanne and Ouchy. This article shows how pressurized water distribution transformed socio-economic practices in the urban areas in which it was adopted. Indeed, this innovation, which allowed the use of distant hydraulic resources, enabled the rationalization of industrial and artisanal production as well as improved the density of the urban industrial base. By facilitating the introduction of electric lighting, pressurized water networks played a key role in the early development, and further successes, of the Swiss hydroelectric industry.
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The work presented in this paper belongs to the power quality knowledge area and deals with the voltage sags in power transmission and distribution systems. Propagating throughout the power network, voltage sags can cause plenty of problems for domestic and industrial loads that can financially cost a lot. To impose penalties to responsible party and to improve monitoring and mitigation strategies, sags must be located in the power network. With such a worthwhile objective, this paper comes up with a new method for associating a sag waveform with its origin in transmission and distribution networks. It solves this problem through developing hybrid methods which hire multiway principal component analysis (MPCA) as a dimension reduction tool. MPCA reexpresses sag waveforms in a new subspace just in a few scores. We train some well-known classifiers with these scores and exploit them for classification of future sags. The capabilities of the proposed method for dimension reduction and classification are examined using the real data gathered from three substations in Catalonia, Spain. The obtained classification rates certify the goodness and powerfulness of the developed hybrid methods as brand-new tools for sag classification
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This paper presents the predicted flow dynamics from the application of a Reynolds-averaged NavierStokes model to a series of bifurcation geometries with morphologies measured during previous flume experiments. The topography of the bifurcations consists of either plane or bedform-dominated beds which may or may not possess discordance between the two bifurcation distributaries. Numerical predictions are compared with experimental results to assess the ability of the numerical model to reproduce the division of flow into the bifurcation distributaries. The hydrodynamic model predicts: (1) diverting fluxes in the upstream channel which direct water into the distributaries; (2) super-elevation of the free surface induced at the bifurcation edge by pressure differences; and (3) counter-rotating secondary circulation cells which develop upstream of the apex of the bifurcation and move into the downstream channels, with water converging at the surface and diverging at the bed. When bedforms are not present, weak transversal fluxes characterize the upstream channel for almost its entire length, associated with clearly distinguishable secondary circulation cells, although these may be under-estimated by the turbulence model used in the solution. In the bedform dominated case, the same hydrodynamic conditions were not observed, with the bifurcation influence restricted and depth scale secondary circulation cells not forming. The results also demonstrate the dominant effect bed discordance has upon flow division between the two distributaries. Finally, results indicate that in bedform dominated rivers. Consequently, we suggest that sand-bed river bifurcations are more likely to have an influence that extends much further upstream and have a greater impact upon water distribution. This may contribute to observed morphological differences between sand-bedded and gravel-bedded braided river networks. Copyright (C) 2012 John Wiley & Sons, Ltd.
Resumo:
East Okoboji Beach was platted on April 20, 1961 and includes over 90.4 acres with 489 lots. The East Okoboji Beach project includes a complete storm water discharge system, which includes low impact development and reconstruction of the roadways in East Okoboji Beach. The East Okoboji Beach Project is an enormous project that is the first Dickinson County project to retrofit LID practices, lake-friendly storm-water drainage systems and roadway reconstruction throughout an existing sub- division. This cooperative project between DNR, Dickinson County, and EOB landowners includes engineering retention ponds, rain gardens, bio-swales and other LID practices to reduce nutrient and sediment pollutants flowing directly into East Okoboji. The nature of the problem stems back to that original plat where small lots were platted and developed without planning for storm water discharge. There was no consideration of the effects of filling in and developing over the many wetland areas existing in EOB. The scope of the problem covers the entire 90.4 acres in East Okoboji Beach, the DNR owned land and the farmed land to the east. The nature of the problem stems from storm water runoff flowing throughout the watershed and into East Okoboji Beach where it flows down self-made paths and then into East Lake Okoboji. That storm water runoff dumps nutrient and sediment pollutions directly into East Lake Okoboji. The expected result of this project is a new roadway and drainage system constructed with engineering that is intended to protect East Lake Okoboji and the land and homes in East Okoboji Beach. The benefit will be the improvement in the waters and the reduction of the siltation in the East Lake Okoboji.
Resumo:
Introducció: Els errors de medicació són definits com qualsevol incident prevenible que pot causar dany al pacient o donar lloc a una utilització inapropiada dels medicaments, quan aquests estan sota el control dels professionals sanitaris o del pacient. Els errors en la preparació i l’administració de medicació són els més comuns de l’àrea hospitalària i, tot i la llarga cadena per la qual passa el fàrmac, el professional d’infermeria és el últim responsable de l’acció, tenint així, un paper molt important en la seguretat del pacient. Les infermeres dediquen el 40% del temps de la seva jornada laboral en tasques relacionades amb la medicació. Objectiu: Determinar si les infermeres produeixen més errors si treballen amb sistemes de distribució de medicació de stock o en sistemes de distribució unidosis de medicació. Metodologia: Estudi quantitatiu, observacional i descriptiu, on la notificació d’errors (o oportunitats d’error) realitzats per la infermera, en les fases de preparació i administració de medicació, es farà mitjançant un qüestionari autoelaborat. Els elements a identificar seran: el tipus d’error, les causes que poden haver--‐lo produït, la seva potencial gravetat i qui l’ha pogut evitar; així com el tipus de professional que l’ha produït. Altres dades rellevants són: el medicament implicat junt amb la dosis i la via d’administració i el sistema de distribució utilitzat. Mostreig i mostra: El mostreig serà no probabilístic i per conveniència. S’escolliran aquelles infermeres que l’investigador consideri amb les característiques necessàries per participar en l’estudi, així que la mostra estarà formada per les infermeres les quals treballen a la unitat 40 de l’Hospital del Mar i utilitzen un sistema de distribució de medicació de dosis unitàries i les infermeres que treballen a urgències (concretament a l’àrea de nivell dos) de l’Hospital del Mar les quals treballen amb un sistema de distribució de medicació de stock.
Resumo:
Interconnection of loads and small size generation forms a new type of distribution systems, the Microgrid. The microgrids can be operated together with the utility grid or be operated autonomously in an island. Thesesmall grids present a new paradigm of the construction of the low voltage distribution systems. The microgrids in the distribution systems can become small, controllable units, which immediately react to the system's changes. Along with that the microgrids can realize the special properties, such as increasing the reliability, reducing losses, voltage sag correction, uninterruptible supplying. The goals of the thesis are to explain the principles of the microgrid's functioning, to clarify the main ideas and positive features of the microgrids, to find out and prove their advantages and explain why they are so popular nowadays all over the world. The practical aims of the thesis are to construct and build a test setup of a microgrid based on two inverters from SMA Technologie AG in the laboratory and to test all the main modes and parameters of the microgrid's operating. Also the purpose of the thesis is to test the main component of the microgrid - the battery inverter which controls allthe processes and energy flows inside a microgrid and communicates with the main grid. Based on received data the main contribution of the thesis consists of the estimation of the established microgrid from the reliability, economy and simplicity of operating points of view and evaluation ofthe advisability of its use in different conditions. Moreover, the thesis assumes to give the recommendations and advice for the future investigations of the built system.
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Sähkönjakeluverkkojen kehittäminen nykyistä käyttövarmemmiksi ja taloudellisemmiksi vaatii jatkuvasti uusia ratkaisumalleja. Lupaavaksi tekniikaksi sähkönjakeluverkkojen kehittämisessä on osoittautumassa tasasähkönjakelu tehoelektronisten komponenttien kehittyessä ja hintojen laskiessa samanaikaisesti. Pienjännitedirektiivi mahdollistaa tasajännitteen myötä aiempaa suurempien jännitteiden käytön pienjänniteverkoissa. Tasajännitteen käytöllä voidaan saavuttaa etuja mm. tehonsiirtokyvyssä, sähkönlaadussa, käyttövarmuudessa sekä kustannuksissa. Työssä tehdään yksityiskohtaisia teknistaloudellisia tarkasteluja perinteistä 20/0,4 kV tekniikkaa, 1000 V sähkönjakelua sekä tasasähköjärjestelmiä hyödyntäen ja verrataan näiden järjestelmien kustannuksia ja ominaisuuksia toisiinsa. Tutkimusalueet on valittu Fortum Sähkönsiirto Oy:n maaseutu- ja taajamaverkoista. Työssä pyritään hahmotta-maan teknistaloudellista käyttöaluetta eri tasasähkönjakelujärjestelmille sekä määrittä-mään tasasähkönjakelun käyttöpotentiaali tutkimuskohteena olleissa verkoissa. Lisäksi tutkitaan eri tekijöiden vaikutuksia tasasähköjakelun kannattavuuteen ja käyttövarmuu-teen sekä pyritään tuomaan esiin muitakin tasasähkönjakelujärjestelmien ominaisuuksia.
Resumo:
Biological water quality changes in two Mediterranean river basins from a network of 42 sampling sites assessed since 1979 are presented. In order to characterize the biological quality, the index FBILL, designed to characterize these rivers" quality using aquatic macroinvertebrates, is used. When comparing the data from recent years to older ones, only two headwater sites from the 42 had improved their water quality to good or very good conditions. In the middle or low river basin sites or even in headwater localities were river flow is reduced, the important investment to build up sewage water treatment systems and plants (more than 70 in 15 years) allowed for a small recovery from poor or very poor conditions to moderate water quality. Nevertheless still a significant number (25 %) of the localities remain in poor conditions. The evolution of the quality in several points of both basins shows how the main problems for the recovery of the biological quality is due to the water diverted for small hydraulic plants, the presence of saline pollution in the Llobregat River, and the insufficient water depuration. In the smaller rivers, and specially the Besòs the lack of dilution flows from the treatment plants is the main problem for water quality recovery.
Resumo:
Tässä työssä tutkitaan 1000 V pienjännitejakelun taloudellista kannattavuutta. Tutkimus perustuu teoreettiseen tarkasteluun, jossa noudatetaan yleisiä verkostosuunnittelun periaatteita. EU-lainsäädäntö mahdollistaa 1000 V pienjänniteportaan sijoittamisen nykyisen keskijänniteverkon ja pienjänniteverkon väliin lisäten kolmannen jakelujänniteportaan nykyään käytettävien 20 kV ja 0,4 kV väliin. Jakeluverkkojen kehittämiseksi on etsittävä ratkaisu, joka on taloudellinen sekä asiakkaiden että verkonhaltijoiden kannalta. Tällaiset ratkaisut pienentävät verkon käytön kokonaiskustannuksia ja parantavat sähkön laatua. Lisättäessä jakeluverkkoon kolmas jänniteporras, keskijänniteverkon johtopituus lyhenee ja varsinkin lyhyiden haarajohtojen määrä vähenee. Tämä vähentää keskijänniteverkossa esiintyvien keskeytysten määrää ja pienentää keskeytyskustannuksia. Kilovoltin järjestelmä on kannattava korvattaessa sillä osa keskijänniteverkkoa, tai estettäessä perinteisellä järjestelmällä tarvittava muuntopiirin jakaminen. Osana varsinaista pienjänniteverkkoa ei kilovoltinjärjestelmä ole kannattava. Tässä työssä kolmijänniteportaista jakeluverkkoa tutkitaan teoreettisilla verkkosuunnitelmilla, joita tehdään muutamille perusverkkotopologioille. Taloudellista kannattavuutta tutkitaan vertaamalla perinteistä kaksijänniteportaista ja kolmijänniteportaista verkkoratkaisua kustannusten suhteen teknisten reunaehtojen puitteissa. 1000 V pienjännitejakelu vaatii uudenlaisia verkostokomponentteja. Näistä on erityisesti käsitelty 1/0,4 kV pienjännitemuuntajaa. Muuntajasuunnittelun lähtökohtana on 1000 V verkon käyttäminen keskijänniteverkon jatkeena maasta erotettuna verkkona.
Resumo:
Suomalaiset yritykset ovat lähteneet hakemaan kasvua omille liiketoiminnoilleen, ja Baltian markkina-alue on ollut monille yrityksille ensimmäinen askel kansainvälisille liiketoiminnoille. Erityisesti tukkukauppatoimiala on ollut kasvussa Baltian alueella. Tässä työssä on käsitelty yhtä tukkukaupan muotoa, noutotukkukauppaa, Virossa toimivan pääosaltaan suomalaisomisteisen cash&carry-ketjun näkökulmasta. Ensimmäinen ketjun toimipiste perustettiin jo 1990-luvun alussa lähes heti Viron itsenäistymisen jälkeen. Toukokuussa 2005 perustetaan ketjun kahdeksas toimipiste. Jotta yritykset pärjäisivät kilpailussa, on niiden investoitava eri tavoin toimintaansa, että liiketoiminta jatkuisi ja asema kilpailutilanteessa säilyisi. Tehokkaat markkinointi- ja jakelukanavaratkaisut ovat yritysten intresseissä, koska niillä yritykset pystyvät lisäämään usein kontrollia markkinoista. Jokainen yritys pyrkii kehittämään liiketoimintaansa, ja sillä pyritään saavuttamaan kilpailuetuja tai säilyttämään nykyinen kilpailuetu. Toiminnan kehittäminen vaatii jatkuvaa liiketoimintaympäristön seurantaa, jotta aukenevat mahdollisuudet pystyttäisiin hyödyntämään ja tekemään liiketoiminnalle kannattavia ratkaisuja.
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Molecular dynamics simulations were performed to study the ion and water distribution around a spherical charged nanoparticle. A soft nanoparticle model was designed using a set of hydrophobic interaction sites distributed in six concentric spherical layers. In order to simulate the effect of charged functionalyzed groups on the nanoparticle surface, a set of charged sites were distributed in the outer layer. Four charged nanoparticle models, from a surface charge value of −0.035 Cm−2 to − 0.28 Cm−2, were studied in NaCl and CaCl2 salt solutions at 1 M and 0.1 M concentrations to evaluate the effect of the surface charge, counterion valence, and concentration of added salt. We obtain that Na + and Ca2 + ions enter inside the soft nanoparticle. Monovalent ions are more accumulated inside the nanoparticle surface, whereas divalent ions are more accumulated just in the plane of the nanoparticle surface sites. The increasing of the the salt concentration has little effect on the internalization of counterions, but significantly reduces the number of water molecules that enter inside the nanoparticle. The manner of distributing the surface charge in the nanoparticle (uniformly over all surface sites or discretely over a limited set of randomly selected sites) considerably affects the distribution of counterions in the proximities of the nanoparticle surface.
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The empirical literature about factors explaining local government delivery choices has traditionally focused the attention on the public or private production dilemma. However, hybrid organizational forms such as mixed public-private firms are increasingly used in several European countries. This paper makes use of survey data from Spanish municipalities to examine motivations of local governments for engaging in hybrid organizational forms. Data refer to two very relevant local services: water distribution and solid waste collection. The empirical analysis indicates that the use of mixed firms emerge as a type of pragmatically based ‘third way’ between pure public and pure private production. Indeed, local governments make use of mixed firms when cost considerations (scale economies, transaction costs and soon), financial constraints and private interests exert contradictory pressures. On the contrary, political and ideological factors do not play any significant role on the local government decision of engaging or not in joint ventures with private partners.