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Acesso aberto (Open Access)
Abastecimento de água na cidade de Marabá - Pará
(Universidade Federal do Pará, 2009-12-17) MORAES, Lindalva Canaan Jorge; ROCHA, Gilberto de Miranda; http://lattes.cnpq.br/2436176783315749
This work analyzes the formation, expansion and management of the water supply system of the city of Marabá, in the State of Pará. In the mid-‘70s, the city became the locus of a strong demographic growth, exacerbated by an intensive migration process, resulting from several public initiatives connected with a policy of national integration This policy comprised the development of infrastructure such as roads, hydroelectric plants, official colonization plans, implementation of big projects, as the mining complex of Carajas, incentives to agriculture and cattle-raising and timber exploration. This demographic boom increased by four times the city’s urban population creating a big impact in the supply of public services, overburdening, inclusive, the water supply system. Aiming to contribute to the debate on the question of water supply in the aforementioned city, we concentrated our efforts to analyze how the city’s water supply is being made throughout these years. Its present supply structure, which areas are covered by the services provided by the Company of Water Supply of the State of Pará and which are not and which alternatives of water supply are being adopted to secure water supply services in areas not covered by the official water supply system.
Acesso aberto (Open Access)
Análise dos impactos da dinâmica de sólidos e de nutrientes na qualidade da água de ambiente lêntico utilizado no abastecimento de comunidades amazônicas
(Universidade Federal do Pará, 2012-08) SARAIVA, André Luis de Lima; PEREIRA, José Almir Rodrigues; http://lattes.cnpq.br/9918600634569244
The springs of Utinga, formed by the Bolonha and Água Preta lakes, are contained in an Área de Proteção Ambiental - APA and are used by the Companhia de Saneamento do Pará - COSANPA, to supply the population of the Região Metropolitana de Belém - RMB. These springs are formed by Guamá River, where water is captured and sent to the Água Preta lake by pumping, which in an artificial channel with gravity flow, feeds the Bolonha lake, and since it is pumped to the Estação de Tratamento de Água - ETA. The main problems of pollution / contamination of water sources appeared to advancing urban disordered, giving rise to the improper release of sewage and solid waste from neighborhoods, slums and housing estates close to the main springs. The objective of this study was to use tools to support monitoring and knowledge of water quality in the Água Preta lake, to prevent and / or correct degradation processes. These tools are multivariate analysis of abiotic parameters and chlorophyll a, nutrient balance and hydrodynamic modeling aiming to observe the dispersion of sediment transport. Samples were collected in surface water at three points strategically chosen to assess the anthropogenic influence in the Água Preta lake and sediments that are suspended matter carried into the lake. The sampling points were georeferenced using GPS (GARMIN Model) and the sampling of surface water were performed with the Van Dorn bottle 2.5 L and transported to the Laboratório de Química Ambiental (LQA), located at the Universidade Federal Rural da Amazônia, for further analysis. Samples were collected during the months of March, May, June, August, September and October in 2010, coinciding with periods of higher and lower rainfall. The data of abiotic parameters and chlorophyll a were analyzed by methods of descriptive statistics and principal component analysis. Analyses were also carried out analysis of the mass balance of water and nutrients and adopted the use of hydrodynamic model of the modeling program SisBAHIA (Sistema Base de Hidrodinâmica Ambiental), aimed to mimic the hydrodynamic conditions of the Água Preta lake during a year. Through these simulations were generated maps of surface currents to observe the different patterns of movement, since the use of models have played an important role in planning and development of alternative scenarios that include the proper diagnosis of the water systems in its structure, process and dynamics. The parameters studied showed variations during periods of lower and higher rainfall, higher contribution being found in point 2 in respect of turbidity, color, DO, nitrate, NT, chlorophyll a and suspended solids were found larger contribution in points 2. The other parameters (N -ammonia, BOD and PT) had contribution in points 1 and 3, indicating a source of organic pollution, due to domestic sewage, since there are nearby dumping of sewage. In the mass balance was found that both the PT and NID were influenced by the load of water river Guamá during the lower rainfall. While with high rainfall total phosphorus load was higher due to higher contribution from dewatering of sewage released into the reservoir. The retention time for the PT was 180 days and 536 days was NID. Through this balance could quantify the entry, retention and export of nutrients as well as to evaluate the potential for eutrophication of reservoirs. In the hydrodynamic model showed that the distribution of the module speed was identical for each month of the year, regardless of wind direction, with the riparian vegetation around that water environment this important role in reducing the speed modular surface of the water. However near the output channel of pond water was observed a change of speed 0.32 m /s in the rainy season and 0.28 m / s during the dry period that can be related to the precipitation. Furthermore, the input of water in the tank forms a vortex tending to sedimentation process, a fact observed in the bathymetry. The sedimentation at this point be given especially in periods with lower precipitation, because COSANPA increases the flow of water intake to maintain the level of the reservoir to supply the Região Metropolitana de Belém, providing the greatest contribution of suspended sediment, a fact observed with the parameters of turbidity, color and suspended solids, which have higher concentrations at this point and a decrease as they move away to step 3 (water outlet channel for the connection). These tools are of great importance for maintenance of the spring, since they will allow diagnosing the lake capacity tends of retain and remove nutrients as well as the process of the hydrodynamic circulation allowing check sites that can have a major and minor deposition of materials suspended in water column. Through this study will provide data that subsidizes the competent authorities the future and help in the conservation of other sources used to supply water to cities.
Acesso aberto (Open Access)
Avaliação da operação e estimativa das perdas de água e de energia elétrica no 3º setor de abastecimento de água da região metropolitana de Belém
(Universidade Federal do Pará, 2006-12-27) BARRETO, Gilberto Caldeira; PEREIRA, José Almir Rodrigues; http://lattes.cnpq.br/9918600634569244
Evaluation of the operation and the determination of the loss of water and energy of the 3rd sector of water supplying of Belém metropolitan region. This search was developed in the period of January to December of 2006, in three phases. In the first phase was theoretically determined the operational standard, to make possible the comparison between the results obtained in the second phase, in which one was developed monitoring activities in the water´s reservation and elevation unities. In the third phase was estimated the loss of water and electric energy in the 3rd sector. The results made possible observe that the lack of tools to monitor and control of the standard operational, and the insufficient capacity of the elevated reservoir, results in operations without planned routine, what produces loss of water and electric energy. The volume of lost water was estimated in 423.847 m³/month, what represent 42,58 % of the total volume distributed (989.580 m³/month). The value that the COSANPA does not gain per month with this loss are R$ 508.616,00. The loss of energy referring to the volume of lost water in the 3° sector was estimated in 105.962 kWh/month, what represent a medium cost of R$ 21.192,4 per month or R$ 254.308,8 per year.
Acesso aberto (Open Access)
Avaliação de perdas de água do sistema de abastecimento de água da Cosanpa, na Região Metropolitana de Belém-PA
(Universidade Federal do Pará, 2006-03-30) VELOSO, Thomás Pinheiro; BARP, Ana Rosa Baganha; http://lattes.cnpq.br/0286183914646934
This work has as objective to analyze the water losses in the supplying system of the COSANPA that takes care of to the demand of the Metropolitan Region of Belém (RMB), emphasizing the importance that the process of formation and the urban growth of the RMB has in relation the water losses, in the measure where this process forced the COSANPA to take care of to a number each bigger time of users with improvised workmanships, taking the prevalence of the improvisation and the empiricist in the operation of this system. The research was carried through for all the area of the RMB, since it would be impossible to determine the losses index for an isolated sector, in result of the absence of sectoring of the net of water supply that makes it difficult the attainment of more necessary operational information. The methodology used for the determination of the losses index of the system of water supply of the COSANPA in the RMB, was based on the study carried through for Silva et al (1998) for the National Program of Combat to the Wastefulness Water (PNCDA) and that in 2004 it was revised by Marcka (2004). The results gotten with the determination of the losses pointers of basic and average level of complexity reflect the fragility of the COSANPA through highest losses index, that besides being related the structural problems, are aggravated by the operational deficiencies of this system. One concludes that measured as the sectoring of the net of water supply, hydrometer, update of register in cadastre, use of new technologies for detention of emptyings and frauds and the operational qualification, with the manual technician creation, are combat tools the actual and apparent losses that can change the current picture of the COSANPA.
Acesso aberto (Open Access)
Avaliação de riscos aplicada como metodologia de controle e segurança da qualidade da água no sistema de abastecimento de Belém - PA
(Universidade Federal do Pará, 2016-03-08) ARAÚJO JUNIOR, Antonio Jorge Silva; TEIXEIRA, Luiza Carla Girard Mendes; http://lattes.cnpq.br/9773700229115395
This study aims to use the risk assessment approach FMEA as control and safety methodology of water quality in Belém supply system. During the monitoring period were determined indicators free residual chlorine, turbidity, apparent color, pH, fluoride, total iron, total coliforms and E. coli. Collections and analyzes were performed in 46 points of Belém supplies central zone, including water treatment plants, reservoirs drop in the sectors and in the supply network. Each set of data received descriptive statistical analysis, outlier removal and passed the Kruskal Wallis test to determine significant differences between indicators of different supply sectors. It was found that the 3680 measurements, 706 showed no compliance with potability standards (BRASIL, 2011), of which 582 were in the supply network, 92 on the reservoirs drop in the sectors and 32 at treatment plants. The FMEA methodology was applied to all the analyzed indicators, and the points were divided into three groups: REDE, DRS and ETA’s. For the REDE group were identified 18 points of moderate risk and 18 points high risk. For the DRS group and ETA’s all the points were moderate risk. In this research there was no occurrence of despicable risk and critical. The indicators fluoride, total coliforms and E. coli were the most influential, accounting for approximately 15% in the risk weights. However, fluoride indicator contributes to increase the category of risk, because it showed 100% nonconformities with the fluor standards (BRASIL, 1975) in every point. After the categorization of risk, were prepared two maps, one with points and other with contours, representing the risks related to the quality of water for each one of the studied points. The contoured map was best represented the risk, as it presented more comprehensive information.
Acesso aberto (Open Access)
Avaliação do consumo e da despesa de energia elétrica no estudo de concepção de sistema de abastecimento de água
(Universidade Federal do Pará, 2019-04-25) FERREIRA, Jorge Fernando Hungria; OLIVEIRA, Dênio Ramam Carvalho de; http://lattes.cnpq.br/1324105476558186; PEREIRA, José Almir Rodrigues; http://lattes.cnpq.br/9918600634569244
The definition of the Water Supply Systems (WSS) design is an important stage in the municipalities planning, since it has a direct impact in the implementation, operation and maintenance costs, and, as a consequence, in the economic sustainability of water supply companies. Thus, in the present research were studied alternatives of WSS design to the urban area Castanhal, considering the values of electricity energy consumption and operational cost in the period 2017-2037. The research was divided in three stages, being in the first characterized the Castanhal WSS (that uses underground water). After that, two alternatives of WSS design with raw water abstraction were analyzed and dimensioned. In the third stage, simulation was performed in the EPANET 2.0 Software to compare the consumption and cost of electric energy in the operational routines of WSS design alternatives. In the research, 14 WSS’s were identified in the Castanhal urban area, with capture in 46 shallow wells and 13 deep wells and with water treatment and reservation problems, attending only 28.36% of the urban population and 47.86% of loss index in distribution water. The WSS design alternatives were with superficial abstraction of raw water, one from Guamá river and another from Inhangapi river; with treatment and distribution of 64,293 m³/d to attend 270,935 inhabitants in 2037; and with operational routine to minimize pumping at peak time. After the dimensioning of WSS units and the simulations in the EPANET 2.0 software, 21,600,000 data were systematized, being 10,972,800 of water flow, 9,676,800 of manometric height and 950,400 of water level. With the results of the 2017 simulation, it was verified that the CE and DE values of the Guamá WSSs (0.53 kWh/m³ and 0.29 R$/m³) and Inhangapi (0.48 kWh/m³ and 0.26 R$/m³) were lower than the Actual WSS values (0.83 kWh/m³ and 0.35 R$/m³). In the results of the 2037 simulations of electricity consumption and cost, the best hydroenergetic performance of Inhangapi WSS (988,280 kWh/month and R$ 2.816.629,91/month) was verified in comparison with Guamá WSS (1,108,260 kWh/month and R$ 3.144.285,08/month), consuming at peak time 0.91% (10,112 kWh/month) in Guamá WSS and 1.01% (9,959 kWh/month) in Inhangapi WSS of total electricity consumption. Considering the present value of the accumulated electric energy cost in the project horizon, Inhangapi WSS (R$ 98.987.348,36) had savings of R$ 10.419.463,93 (9.52%) in relation to Guamá WSS (R$ 109.406.812,29), reason for the Inhangapi WSS to be defined as the best design alternative to universalization of water supply in the urban area of Castanhal in the period from 2017 to 2037.
Acesso aberto (Open Access)
Desenvolvimento de modelo de sistema de informações geográficas para avaliação da eficiência hidroenergética em sistemas de abastecimento de água
(Universidade Federal do Pará, 2015-10-29) SANTOS, Aline Christian Pimentel Almeida; PEREIRA, José Almir Rodrigues; http://lattes.cnpq.br/9918600634569244
Development of methodology for evaluating the performance of hydro-energy Water Supply Systems (WSS) using System Model of Geographical Information (GIS) to assist in decision-making in the SAAs operation. The model developed in GIS platform enables registration, systematization and the spatial distribution of hydro data in order to avoid excessive spending on electricity aggregate the volume of water available for consumption. In Stage 1 the hydro-energy parameters were identified WSSs used in current management methods and then set the data and indicators for the spatial representation in the model of the hydro-energy performance by sector and water supply unit. In the 2nd stage was developed the management model in GIS through Delphi IDE XE5 and TatukGIS platform in three phases: geographic database construction (Phase 1); Construction of GIS module (Phase 2) and construction of hydro-energy module (Phase 3). The last step (Step 3) was submitted to evaluation of the model developed functionality, which simulated the operation of the WSS Bolonha, the Metropolitan Region of Belém, Pará, Brazil, which allowed the spatial data and indicators to identify the sectors with best and hydro-energy worst performance. The color grading maps building tool was efficient, allowing quick identification of the best result of the electricity consumption index in sector 9 of the Central Zone (0.62 KWh / m³) and the worst index total loss in sector 7 of the Central Zone (54.29%). In addition to the warning signs for tool for the indicators above the target set by the user, which enabled the identification of sector 7 with the worst energy consumption index (0.85 KWh / m³). With the work it was found that the SIGHE2A model is a tool that enables and streamlines the evaluation of the hydro-Energy performance WSS, especially to facilitate problem identification and decision making.
Acesso aberto (Open Access)
Espacialização de informações na gestão de sistemas de abastecimento de água utilizando sistema de informação geográfica
(Universidade Federal do Pará, 2010-06-16) SANTOS, Aline Christian Pimentel Almeida; PEREIRA, José Almir Rodrigues; http://lattes.cnpq.br/9918600634569244
To evaluate the spatial information in the management of Water Supply System (ATS). For this they were defined and adopted to the survey (Phase 1), being divided into data of actual losses, commercial and operating expenses. In Phase 2, the base map of study area and data used were stored and organized in a Geographic Information System (GIS) using ArcGIS 9.3 software, which built the data model for the study, and defined the topology be used for identification of specialized data, building the database and the creation of georeferenced layers. In phase 3 was calculated from water balance in the main units of SAAs studied with certain losses in raw water supply, treatment, on the reservation, and distribution. In phase four indicators were calculated to evaluate the performance of SAAs, including: coverage index, total index of actual loss, loss index in the collection, rate of loss of business, index of energy consumption in SAA, index of energy costs Electric, among others. In phase 5 was proposed to the spatial and GIS presentation of the results obtained in earlier phases. Thus, considering the data adopted, it was possible to identify the values of actual losses and performance indicators in each sector of the SAA studied, being, for example, sector 9, which presented the highest rate of total loss, reaching 59, 10%, followed by sections 4, 8 and 5. The most significant loss for the system was the loss distribution, with 9 industry to a loss of 57% loss on treatment was 3.4% in the third sector, and sectors with the highest loss of adduction weresectors 6 and 8, with 3.5%. The percentage of water unaccounted were higher in sectors 1 and 5. Sectors 1, 3, 4 and 6 are those with the highest energy consumption per volume of water produced. Therefore, the spatial data in GIS facilitated the visualization and data analysis adopted in this research.
Acesso aberto (Open Access)
Estudo das perdas de água no sistema de abastecimento e nas residências do conjunto Benjamim Sodré
(Universidade Federal do Pará, 2009-08-07) VIÉGAS, Alessandro Abadessa; MACHADO, Luiza Carla Girard Teixeira; http://lattes.cnpq.br/9773700229115395
This work presents a study of water losses in the water supply system of Benjamim Sodré Sector. The work was divided in two steps, as follows: experimental step and results step. Later, data were evaluated and the main results have focused on: characterization and evaluation of the consumers register, revenue and measured water from the down categories of the sector, as well as, the Water Supply System water flows. Besides that, it was made the calculation of some basic performance indicators, such as (index): water loss in the distribution (70,04%), water loss in the revenue (70,61%), water gross loss linear (157,96 L/m.d), connection water loss (1.446,41 L/connection.day), measurement (72,27%) and the global losses (70,93%). Also, it was possible to know the socioeconomic level of the population (30%) of the down categories R2 and R3 of the sector (176 houses), in which the results showed that about 94% of the interviewees who pay only the water bill affirmed to practice waster losses in their houses. The water quality was also analyzed. And it was verified that about 71,50% of the interviewees have considered it bad quality, which may contribute in a important way to the occurrences of Transmissible Hydric Diseases, because it was verified that 24% of the population presented problems concerning to diarrheas, worms, hepatitis A and scabies in the last years. It was made an evaluation of the water uses in the several domestic activities of the down categories R2 and R3. There is a loss of R$ 426,38 per month in the water bill of all consumers that contribute to water leaks in their homes. Finally, it is shown that for the activity of washing the dishes the consumer would have a reduction on the water bill average value of 89,28%. Additionally, to take bath: 43,66%, to wash clothes: 34,23%, to wash the sidewalk: 84,80%, and to brush their teeth 17,06%, referring the down categories R2 and R3.
Acesso aberto (Open Access)
Influência do leito de contato na eficiência de remoção de ferro de águas subterrâneas
(Universidade Federal do Pará, 2006-12-27) LIMA, Rosete Ferreira de; MACHADO, Luiza Carla Girard Teixeira; http://lattes.cnpq.br/9773700229115395
The present work consisted on the evaluation of the acting of a Pilot Iron Removal Plant (IRP), regarding the presence or absence of contacting surface. The Pilot IRP is composed by an multiple tray aerator, a contact surface by ascending flow and a downflow rapid sand filter, sited at Federal University of Pará, using raw water from underground water deposits, containing high quantity of Iron, around 2mg/L, above the 0.3mg/L established on the 518/2004 law. During the monitoring two experimental phases were made, the first with the contact surface and the second without it, being adopted three filtration rates: 180m/mxday, 270m/mxday and 360m/mxday. In the experimental phases were appraised the following variables: pH, Color, Total Iron, Ferrous Iron and the turbidity. The efficiency of removal of total iron obtained for the rates of filtration of 180m/mxday, 270m/mxday and 360m/mxday with the contact surface was 93% to 94%, 85 % to 95% and 91% to 92%, respectively. Without the contact surface the efficiency of extracting of iron was around 91% to 93%, 91% to 93% and 88% to 93%, respectively. The filtration duration with contact surface for the rates of 180m/mxday, 270m/ mxday and 360m/mxday presented duration of 41h, 30h and 22,7h, respectively, while with the absence of contact surface the medium duration was of 16h, 12h and 4,7h respectively. In that way it can be concluded that the contact surface is an indispensable unit in a IRP, because it improves the system acting, producing effluent of good quality effluent and langers filtrat ons.
Acesso aberto (Open Access)
Vazamentos na rede de distribuição de água: impactos no faturamento e no consumo de energia elétrica do 3° setor de abastecimento de água da região metropolitana de Belém
(Universidade Federal do Pará, 2009-06-18) CARMO, Félix Junior Justino do; PEREIRA, José Almir Rodrigues; http://lattes.cnpq.br/9918600634569244
Analysis of the estimate of losses billing of electric energy due the leak in the net of water distribution of the 3rd sector, managed by the Companhia de Saneamento do Pará (COSANPA) in the metropolitan region of Belém (RMB). The search was held done in 5 (five) stages. In the stage 1 was identified the month with major occurrence of leak in the period of May 2006 at Abril 2007, for detailing of the occurrences (local, diameter of the net and occurrence time of each leak) in the second phase. After it was estimated the flow (phase 3) and the volume lost (phase 4) in the net of water distribution of the 3rd sector. Finally in the phase 5 was estimated the losses of billing and electric energy. The results obtained show the necessities of deployment of a programme of reduction of losses in the net of water distribution of the 3rd sector. The greater volume of lost water occurred in the month of November 2006, causing loss of turnover of R$ 20.906,32 corresponding to the volume of 14.933,08 m3 and the electric energy on the value of R$477,80 correspond at 2.389,93kWh. With the work was possible see that the leaks in the net of water distribution of the 3rd sector damage the system performance and the revenue of the company.