Ydinvoimalaitoksen tuotannon ylläpitoprosessin suorituskyvyn mittaaminen

Kilpailun kiristyminen on pakottanut ydinvoimalaitoksia parantamaan tehokkuuttaan etsimällä uusia toimintatapoja. Heräte työn teettämiseen syntyi tutkimuksen case-kohteen Loviisan voimalaitoksen kiinnostuksesta Balanced Scorecard (BSC) -johtamisjärjestelmää,sen käyttöönoton mahdollisia vaikutuksia sekä BSC:n ja prosessiajattelun yhdistämistä kohtaan. Tutkimuksen tavoitteena on rakentaa Loviisan voima-laitoksen tuotannon ylläpitoprosessille BSC-mittaristo. Tämä edellyttää selvitystä siitä, mitä erityispiirteitä ydinvoimalaitoksiin liittyy strategisen suorituskyvyn mittaamisen kohteena. Lisäksi tavoitteena on selvittää, mikä tulisi prosessikohtaisten tuloskorttien rooli olla Loviisan voimalaitoksen BSC-järjestelmässä. Tavoitteenaon myös muodostaa suositus toimintamallista, jolla BSC voitaisiin ottaa käyttöön Loviisan voimalaitoksella, sekä selvittää, mitä vaikutuksia käyttöönotolla voiolla. Ydinvoimalaitoksen erityispiirteitä ovat muutokset toimintaympäristössä, viranomais-valvonta, toiminnan pitkäjänteisyys, laaja osaamis- ja tietotarve sekä turvallisuuden ja tiettyjen sidosryhmäsuhteiden merkityksen korostuminen. Johtuen erityispiirteistä Kaplanin ja Nortonin alkuperäistä asiakasnäkökulmaa muutetaan kattamaan sidosryhmät laajemmin. Tuotannon ylläpitoprosessin tuloskortissa vähiten painottuva näkö-kulma on henkilöstön ja uudistumisen näkökulma. Osa laitostason kriittisistä menestystekijöistä todetaan prosessin kannalta epäolennaisiksi. Prosessikohtaiset tuloskortit osoittautuvat vaikeasti hyödynnettäviksi linjaorganisaation ohjaamisessa. Strategiakartta todetaan hyväksi työvälineeksi BSC:nlaadinnassa. Toivasen projektimalli arvioidaan sopivaksi välineeksi mahdolliseen BSC:n käyttöönottoon Loviisan voimalaitoksella. Henkilöstön rooli ja erityispiirteiden vaikutukset tulee kuitenkin tarkistaa ennen mallin käyttöä. BSC-järjestelmän käyttöönoton arvioidaan selkeyttävän voimalaitoksen mittaristokokonaisuutta sekä parantavan syy-seuraussuhteiden hahmottamista ja alempien tasojen tavoitteiden kytkentää laitostason tavoitteisiin.

Yksityisrahoitteinen aluerakentaminen

Diplomityön tavoitteena oli tutkia yksityisrahoitusmallin soveltuvuutta julkisen sektorin palvelutuotantoon sekä kuvata yksityisrahoitteisen aluerakentamishankkeen sisältö ja liiketoimintaprosessin eteneminen hankkeen ideasta konsessiosopimuksen päättymiseen asti.Huoltosuhteen muuttumisen lisäksi muuttoliike kasvukeskuksiin lisää julkisen sektorin paineita tuottaa skandinaavisen hyvinvointiyhteiskuntamme vaatimusten mukaisia palveluita. Julkinen sektori onkin ajautunut tilanteeseen, jossa vaihtoehtoina ovat sen tuottamien palveluiden supistaminen ja maksullistaminen tai tuotantomuotojen kehittäminen.Työssä esitetty yksityisrahoitteinen aluerakentamismalli mahdollistaa laadukkaiden julkisten palveluiden tuottamisen oikea-aikaisesti ja kustannustehokkaasti. Tässä uudessa aluerakentamisen mallissa yksityinen sektori rahoittaisi, rakentaisi sekä operoisi ja ylläpitäisi määräajan perinteisesti kunnalle kuuluneita infrastruktuuri- ja palveluhankkeita.Tutkimuksen keskeinen tulos on yksityisrahoitteisen aluerakentamisen liiketoimintaprosessikaavio. Liiketoimintaprosessin kuvaus edesauttaa monimutkaisen prosessin ymmärtämistä ja mahdollistaa yksityisrahoitteisen aluerakentamismallin edelleen kehittämisen sekä sen markkinoinnin julkiselle ja yksityiselle sektorille. Liiketoimintaprosessikaaviossa kuvataan prosessin osapuolet ja prosessin eteneminen julkisen ja yksityisen sektorin tarpeesta ja YIT:n liikeideasta aina alueen rakentamiseen, operointiin, ylläpitoon ja palvelutuotannon siirtoon julkiselle ja yksityiselle sektorille

Irtokappaleiden hallinnan nykytila ja kehittäminen Loviisan voimalaitoksella

Ydinvoimateollisuudessa irtokappaleella tarkoitetaan prosessiin kuulumatonta materiaalia, joka ei luonnostaan kuulu prosessiin ja jolla prosessiin jäädessään voi olla haitallinen vaikutus sen toimintaan, komponentteihin tai kemiaan. Irtokappaleet voivat aiheuttaa monenlaisia haittoja ydinvoimalaitoksen turvalliselle ja taloudelliselle käytölle. Vaikka ydinvoimalaitoksen käytössä turvallisuus on aina etusijalla, negatiiviset vaikutukset turvallisuuteen heijastuvat usein myös talouteen. Diplomityössä arvioitiin erilaisia irtokappaleiden aiheuttamia riskejä ydinvoimalan toiminnalle käyttötapahtumia analysoimalla. Erilaisiin tapahtumiin, niiden aiheuttajiin ja vaikutusmekanismeihin tutustumisen jälkeen tutkittiin Loviisan voimalaitoksen käyttämiä toimintatapoja irtokappaleiden hallitsemiseksi. Irtokappaleiden hallintaan pyritään sekä hallinnollisilla että käytännön menetelmillä. Hallinnollisia menetelmiä ovat esimerkiksi ohjeistojärjestelmä ja johtaminen, käytännön menettelytapoja esimerkiksi työtavat ja koulutus. Irtokappaleiden hallinnan menetelmiin tutustuttiin sekä tehoajolla että vuosihuollon aikana. Nykytilan arvioinnin perusteella esitettiin toimenpide-ehdotuksia irtokappaleiden hallinnan kehittämiseksi. Toimenpide-ehdotukset muodostettiin sekä korjaamaan havaittuja haavoittuvuuksia että kehittämään toimintaa kansainvälisesti hyviksi tunnistettujen käytäntöjen mukaisiksi.

Power to Gas - sähköenergiasta luonnonkaasua, liiketoimintamahdollisuudet Suomessa

Uusiutuvan sähköntuotannon osuuden kasvaessa kasvaa tarve tasata sähköntuotannon ja kulutuksen vaihteluita varastoimalla sähköä. Power to Gas (PtG) - sähköenergiasta luonnonkaasua tarjoaa yhden mahdollisuuden varastoida sähköä. Sähköä käytetään veden elektrolyysiin, jossa syntynyt vety käytetään metanoinissa yhdessä hiilidioksidin kanssa muodostamaan korvaavaa luonnonkaasua. Näin syntynyttä korvaava luonnonkaasua sähköstä kutsutaan e-SNG-kaasuksi. Tässä työssä tutkitaan PtG-laitoksen investointi, käyttö- ja kunnossapitokuluja. Työssä luodaan laskentamalli, jolla lasketaan PtG-laitoksen neljälle käyttötapaukselle kannattavuuslaskelma. Käyttötapauksille lasketaan myös herkkyystarkasteluja. Kannattavuuslaskelmien perusteella päätellään PtG-laitoksen liiketoimintamahdollisuudet Suomessa. Työssä laskettujen kannattavuuslaskelmien perusteella PtG-laitoksen perustapausten liiketoimintamahdollisuudet ovat huonot. Laskettujen herkkyystarkastelujen perusteella havaittiin, että investointikulut, laitoksen ajoaika ja lisätulot hapesta ja lämmöstä ovat kannattavuuden kannalta kriittisimmät menestystekijät.

Canadian Niagara Power Company fonds

Power at the Falls: The first recorded harnessing of Niagara Falls power was in 1759 by Daniel Joncairs. On the American side of the Falls he dug a small ditch and drew water to turn a wheel which powered a sawmill. In 1805 brothers Augustus and Peter Porter expanded on Joncairs idea. They bought the American Falls from New York State at public auction. Using Joncairs old site they built a gristmill and tannery which stayed in business for twenty years. The next attempt at using the Falls came in 1860 when construction of the hydraulic canal began by the Niagara Falls Hydraulic Power and Manufacturing Co. The canal was complete in 1861 and brought water from the Niagara river, above the falls, to the mills below. By 1881 the Niagara Falls Hydraulic Power and Manufacturing Co. had a small generating station which provided some electricity to the village of Niagara Falls and the Mills. This lasted only four years and then the company sold its assets at public auction due to bankruptcy. Jacob Schoellkopf arrived at the Falls in 1877 with the purchase of the hydraulic canal land and water and power rights. In 1879 Schoellkopf teamed up with Charles Brush (of Euclid Ohio) and powered Brush’s generator and carbon arc lights with the power from his water turbines, to illuminate the Falls electrically for the first time. The year 1895 marked the opening of the Adam No. 1 generating station on the American side. The station was the beginnings of modern electrical utility operations. The design and operations of the generating station came from worldwide competitions held by panels of experts. Some who were involved in the project include; George Westinghouse, J. Pierpont Morgan, Lord Kelvin and Nikoli Tesla. The plants were operated by the Niagara Falls Power Company until 1961, when the Robert Moses Plant began operation in Lewiston, NY. The Adams plants were demolished that same year and the site used as a sewage treatment plant. The Canadian side of the Falls began generating their own power on January 1, 1905. This power came from the William Birch Rankine Power Station located 500 yards above the Horseshoe Falls. This power station provided the village of Fort Erie with its first electricity in 1907, using its two 10,000 electrical horsepower generators. Today 11 generators produce 100,000 horsepower (75 megawatts) and operate as part of the Niagara Mohawk and Fortis Incorporated Power Group.

The competitiveness of domestic rice production in East Africa: A domestic resource cost approach in Uganda

The rapid increase of rice imports in sub-Saharan Africa under the unstable situation in the world rice market during the 2000s has made it an important policy target for the countries in the region to increase self-sufficiency in rice in order to enhance food security. Whether domestic rice production can be competitive with imported rice is a serious question in East African countries that lie close, just across the Arabian Sea, to major rice exporting countries in South Asia. This study investigates the international competitiveness of domestic rice production in Uganda in terms of the domestic resource cost ratio. The results show that rainfed rice cultivation, which accounts for 95% of domestic rice production, does not have a comparative advantage with respect to rice imported from Pakistan, the largest supplier of imported rice to Uganda. However, the degree of non-competitiveness is not serious, and a high possibility exists for Uganda’s rainfed rice cultivation to become internationally competitive by improving yield levels by applying more modern inputs and enhancing labour productivity. Irrigated rice cultivation, though very limited in area, is competitive even under the present input-output structure when the cost of irrigation infrastructure is treated as a sunk cost. If the cost of installing irrigation infrastructure and its operation and maintenance is taken into account, the types of irrigation development that are economically feasible are not large-scale irrigation projects, but are small- and microscale projects for lowland rice cultivation and rain-water harvesting for upland rice cultivation.

Achieving whole-life value: The challenges of service-led construction

Major construction clients are increasingly looking to procure built facilities on the basis of added value, rather than capital cost. Recent advances in the procurement of construction projects have emphasised a whole-life value approach to meeting the client’s objectives, with strategies put in place to encourage long-term commitment and through-life service provision. Construction firms are therefore increasingly required to take on responsibility for the operation and maintenance of the construction project on the client’s behalf - with the emphasis on value and service. This inevitably throws up a host of challenges, not the least of which is the need for construction firms to manage and accommodate the new emphasis on service. Indeed, these ‘service-led’ projects represent a new realm of construction projects where the rationale for the project is driven by client’s objectives with some aspect of service provision. This vision of downstream service delivery increases the number of stakeholders, adds to project complexity and challenges deeply-ingrained working practices. Ultimately it presents a major challenge for the construction sector. This paper sets out to unravel some of the many implications that this change brings with it. It draws upon ongoing research investigating how construction firms can adapt to a more service-orientated built environment and add value in project-based environments. The conclusions lay bare the challenges that firms face when trying to compete on the basis of added-value and service delivery. In particular, how it affects deeply-ingrained working practices and established relationships in the sector.

Hydrodynamic Simulations Of Vacuum-Driven Storage Tanks

As a result of urbanization, stormwater runoff flow rates and volumes are significantly increased due to increasing impervious land cover and the decreased availability of depression storage. Storage tanks are the basic devices to efficiently control the flow rate in drainage systems during wet weather. Presented in the paper conception of vacuum-driven detention tanks allows to increase the storage capacity by usage of space above the free surface water elevation at the inlet channel. Partial vacuum storage makes possible to gain cost savings by reduction of both the horizontal area of the detention tank and necessary depth of foundations. Simulation model of vacuum-driven storage tank has been developed to estimate potential profits of its application in urban drainage system. Although SWMM5 has no direct options for vacuum tanks an existing functions (i.e. control rules) have been used to reflect its operation phases. Rainfall data used in simulations were recorded at raingage in Czestochowa during years 2010÷2012 with time interval of 10minutes. Simulation results gives overview to practical operation and maintenance cost (energy demand) of vacuum driven storage tanks depending of the ratio: vacuum-driven volume to total storage capacity. The following conclusion can be drawn from this investigations: vacuum-driven storage tanks are characterized by uncomplicated construction and control systems, thus can be applied in newly developed as well as in the existing urban drainage systems. the application of vacuum in underground detention facilities makes possible to increase of the storage capacity of existing reservoirs by usage the space above the maximum depth. Possible increase of storage capacity can achieve even a few dozen percent at relatively low investment costs. vacuum driven storage tanks can be included in existing simulation software (i.e. SWMM) using options intended for pumping stations (including control and action rules ).

Trajetória de desenvolvimento tecnológico na indústria de transmissão de energia elétrica: a experiência das Centrais Elétricas do Norte do Brasil S.A. - ELETRONORTE

Esta dissertação estuda as implicações dos processos de aprendizagem para acumulação de competências tecnológicas no nível de firmas. Este relacionamento foi examinado nas Centrais Elétricas do Norte do Brasil S.A. - Eletronorte, ao longo dos anos de 1990 a 2003. A empresa tem sua sede administrativa em Brasília e a sua área de atuação é caracterizada pela Amazônia Legal (Acre, Amapá, Amazonas, Maranhão, Mato Grosso, Pará, Rondônia, Roraima e Tocantins). A Eletronorte é uma empresa concessionária de geração e transmissão de energia elétrica, contudo, o presente trabalho enfocou apenas as atividades de transmissão, quer dizer, a geração está fora do escopo do estudo. A acumulação de competências tecnológicas para adaptar, modificar ou criar novas tecnologias é essencial para a sobrevivência e o desempenho competitivo das empresas. Para descrever o modo e a velocidade de acumulação de competências tecnológicas na Eletronorte, foram utilizadas estruturas analíticas existentes na literatura. Entretanto, tais estruturas foram adaptadas especificamente para a indústria de transmissão de energia elétrica. A acumulação de competências foi estudada para três funções tecnológicas: "engenharia, projetos e equipamento"; "operação e manutenção"; "processos operacionais". Os processos de aprendizagem foram examinados à luz de quatro características-chave: variedade, intensidade, funcionamento e interação. Durante o período de 1990 e 2003, a empresa construiu e acumulou diferentes níveis de competências tecnológicas nas funções estudadas. Com base nas evidências empíricas, verificou-se que a partir de 1995, quando a empresa passou a coordenar sistematicamente esforços para adquirir e converter conhecimentos do nível individual para o nível organizacional, a construção de capacitação tecnológica foi acelerada. Contudo, a partir do ano de 2000, em que foram diminuídos investimentos no setor elétrico brasileiro, o processo de capacitação tecnológica permaneceu estagnado. Assim, aliando-se a estudos anteriores realizados para outros tipos de indústria, a conclusão deste estudo sugere que o modo e a velocidade com que a firma acumulou capacitação tecnológica podem ser explicados pelos processos de aprendizagem (aquisição interna e externa, socialização e codificação do conhecimento) e pelas características-chave de como esses foram utilizados ao longo do tempo (variedade, intensidade, funcionamento e interação).

Práticas sócio-ambientais no espaço escolar: uma reflexão sobre a percepção dos usuários de duas escolas do ensino fundamental em João Pessoa, Paraíba

In the social-historical moment we live in, it is each time more evident the necessity of the people to learn to deal with the environment in conscientious way, taking care of themselves properly through it. In this direction, considering the school as a place where children, young and adolescents spend great part of their time, this work had as objective to examine the perception of school environment for students, professors and employees of two schools in João Pessoa city - Centro Estadual Experimental de Ensino-Aprendizagem Sesquicentenário and Escola Estadual de Ensino Fundamental e Médio Presidente Emílio Garrastazu Médici (Experimental State Center of Learning-teaching Sesquicentenário and Basic and High State School Education Emilio Garrastazu Médici President). From the presupposed that the environments in which and with which people live reflect their daily practices, the field work searched to identify the social-environmental practices that characterize the relation of these users with the school and, from this understanding, to infer some of their concerns regarding the environment as a whole. To analyze the use of the available physical space in the two institutions it was opted the use of the After-Occupation Evaluation, one of the approaches that feed the process of building production or built set, rescuing aspects related to its use, operation and maintenance. Besides analyzing diverse school environments (such as classroom circulations/accesses, library, pedagogical and sportive spaces) in relation to the environmental comfort and the perceptions of the main users of the schools (pupils, professors and employees), the dissertation tried to inquire the care (ambient education) of these users with the school space. In general, it was verified that the two schools have evaluations and perceptions really different for four reasons: (i) management of the schools; (ii) the users perception; (III) localization of schools and (IV) feeling of place, territoriality and appropriation

Medição de desempenho na cadeia de suprimentos da energia eólica: proposta de um conjunto de indicadores de desempenho

Performance measurement in highly competitive markets is a necessary measure for those who aim the top positions. The business performance measurement approach have reached relevant results in the literature, however, a different approach has recently appeared that broadened the perception of competition, where companies do not seek the competition among companies only, but also among supply chains. Brazilian Wind energy supply chain is living a structuring and expanding moment, with the major global players in the industry making investments in the country. This research aims to answer which are the key performance indicators that must be considered by the Brazilian wind energy sector companies, which are part in a broad perspective of supply chain competition. The research was executed in two steps: exploratory (literature review and a field research in the companies) and later a survey was conducted with the Brazilian Wind energy companies workers with the purpose to validate the performance indicators found in the exploratory step. The survey evaluated 40 performance indicators distributed among five major activities: Project prospection, building/execution, operation and maintenance, logistics and transverse processes, which summarize the performance of the entire supply chain, pointing the sinergy and the competitive level of the supply chain. The selected performance indicators reflect the high relevance of the costs dimension in the Brazilian energy companies performance, acting as a key performance indicator, is also indicates the limited performance management integration throughout the Brazilian wind energy supply chain

Sistema especialista para detecção de falhas em comandos elétricos

This work consists of the creation of a Specialist System which utilizes production rules to detect inadequacies in the command circuits of an operation system and commands of electric engines known as Direct Start. Jointly, three other modules are developed: one for the simulation of the commands diagram, one for the simulation of faults and another one for the correction of defects in the diagram, with the objective of making it possible to train the professionals aiming a better qualification for the operation and maintenance. The development is carried through in such a way that the structure of the task allows the extending of the system and a succeeding promotion of other bigger and more complex typical systems. The computational environment LabView is employed to enable the system

Decaimento bacteriano em lagoas de estabilização no Nordeste brasileiro

Stabilization pond system consisting in more sewage treatment used in Rio Grande do Norte (RN), Brazil, representing about 90% of all systems. Fecal bacteria are removed mainly facultative ponds and in maturation ponds. Many factors influence bacterial decay, such as the levels of pH and DO, temperature, light intensity, HDT and nutrient availability. The bacterial decay rate (Kb) is calculated considering many variables, but the hydraulic regime is a significant influence for microorganisms removal, and the dispersed flow which best characterizes a stabilization pond. However, some authors developed equations for the Kb accordant plug flow and complete mixing. This research study aimed to evaluate the bacterial decay of fecal coliform and Enterococcus sp. in stabilization ponds designed to treat domestic sewage, full-scale, in RN. All systems have assessed pretreatment, a facultative pond (LF) followed by two maturation (LM1 and LM2). The parameters availed were: temperature, pH, DO, BOD5, COD, fecal coliform, Enterococcus sp., Chlorophyll a, total suspended solids, fixed and volatile. In general, there were not significant differences for pH, DO and temperature in the ponds, except for the new systems, since they have low flow and hydraulic loads. The removal of organic matter in the ponds was low, about 70%, and nearly all are overloaded organic and operational problems. The bacterial removals were low, with average 96% for LF for fecal coliform, and 98% for Enterococcus sp.; LM1 were in itself a removal for fecal coliform about 71%, and 81% for Enterococcus sp.; LM2 have efficiency of 69% for fecal coliform, and 68% for Enterococcus sp. The equation proposed by Von Sperling (1999), according to the dispersed flow regime, generated empirical values of Kb more approximate to calculated values of Kb. On average, the calculated Kb to coliforms in the LF was 0.31 d-1, and for both maturation ponds were 0.35 d-1. For Enterococcus sp. the average was 0.40 d-1 for LF, 0.55 d-1 for LM1, and 0.58 d-1 for LM2. These results also showed that the Kb obtained in full-scale systems are smaller than those found in pilot-scale ponds. Moreover, one can say that the equation proposed by Marais (1974), according to the complete-mix regime, overestimates Kb. Actual results of Kb indicated that fecal coliforms are more resistant to adverse conditions present in stabilization ponds than Enterococcus sp., therefore, an indicator of microbiological safety and efficiency. The factors significant interventions in the rate of bacterial decay were concentrations of COD, the organic loading and HDT. The few Kb relationship between pH, DO and temperature were not significant. Finally, we conclude that it s essential to correct operation and maintenance, for not performing these activities is one of the main factors contributing to low rates of bacterial decay.

Remoção de matéria orgânica em sistemas de lagoas de estabilização no Nordeste brasileiro

Stabilization pond is the main technology used for treatment wastewater, in northeast Brazil, due to lower cost of deployment, operation and maintenance compared to other technologies. Most systems of stabilization ponds has been in operation for some time, on average 10 years of operation, receiving high organic loads and do not have good removal efficiencies of the main parameters for which have been designed. Therefore it is necessary to work to quantify the efficiency of current systems. This study evaluated the biodegradability of organic matter in raw sewage, the removal of organic matter in reactors and determination of the kinetic constant removal of organic matter (k), both in reactors and in raw sewage, based on the analysis made in the laboratory and through mathematical methods proposed in the literature, in nine systems stabilization ponds, located in Rio Grande do Norte. In relation the degradation kinetics in stabilization ponds, it was observed that many papers published in the literature were obtained in pilot-scale systems, which often, due to the action of external factors such as wind and temperature, these can t be considered as a reference in the analysis of the kinetic constant K, so the need for more research into systems of scale. This study had three distinct phases and simultaneous, routine monitoring, study of the daily cycle and the determination of kinetic constant of degradation of organic matter (K). The monitoring showed that the removal efficiencies of organic matter on most systems were lower than suggested by the literature, the best efficiencies of around 76% (BOD) and 72% (COD) and the worst of the order of 48% (BOD) and 55% (COD). The calculation of K in raw sewage (Ke) was within the range of variation expected in the literature (0.35 to 0.60 days-1). Already for the results obtained for K in the reactors (Kr), there were well below the values recommended in the literature (0.25 to 0.40 d-1 for complete mix and from 0.13 to 0.17 d-1 for flow dispersed), in line with the overloads that organic systems are subject

Avaliação da flotação por ar dissolvido no polimento de efluentes de lagoa de estabilização

Experience in the use of stabilization ponds shows that this is a system with low cost, easy operation and maintenance and suitable for tropical countries. One of its disadvantages is due to high concentrations of suspended solids, mainly due to algal biomass in the effluents. Accordingly, the dissolved air flotation has been shown to be an efficient post-treatment technology. However, the efficiency of this process is related to coagulation and flocculation steps, as well as the adjustment of the involved variables in the process. The objective of this work was to evaluate the algae removal efficiency from wastewater stabilization ponds and the influence of the factors involved in the process using dissolved air flotation. For this, we used primary facultative and maturation effluents of ETE Ponta Negra in Natal. We did tests of coagulation, flocculation and flotation with the samples, using the equipment flotatest. In this process were tested coagulants aluminum sulfate and ferric chloride, and varied the factors pH, coagulant concentration, polymer concentration and rate of recirculation. At the end of the experiments were analyzed turbidity, suspended solids, color, COD and chlorophyll "a". These results were submitted to descriptive statistics to verify the efficiency of the process in general, and regression analysis to identify models that describe the process and demonstrate the factors that have greater influence on flotation. After step methodology, high values were found removal efficiency of suspended solids, reaching values greater than 90% in the best cases. It was concluded that flotation is more efficient in the facultative pond effluent using ferric chloride, and the variability of algae may negatively influence the process. Regression analyzes showed that pH is the most influential variable in the coagulation-flocculation-flotation, and its optimal value among the tested is 5.5 for both coagulants