Incorporação de lodo de esgoto na massa cerâmica para fabricação de tijolos maciços: uma alternativa para a disposição final de resíduo

The disposal of sewage sludge is a growing problem face up to management of sanitary sevices. Otherwise, because its making process characteristic, the Ceramic Industry can tolerate the presence of this wastes as raw material. This study has as object to confirm the use of the sewage sluge in the Ceramic Industry like a sustentable alternative for its disposal. Futhermore, this study quests to evaluate the maximum proportion for incorporation of sludge wich result in technically and enviromentally suitable bricks. For found this proportion, the research consisted of (1) making of bricks in full scale, adde up 0%, 5%,10%, 15%, 20%, 25%,30%, 35% e 40% sludge, with size 220x105x45 mm, hand-molded by rammer and baked by industrial kiln; and (2) tecnical and enviromental evaluation of this bricks, according to Brazilian norms. The raw material uses were two distinct clays come from Goianinha/RN and sewage comes from a septic system tank and pumped into tank vehicle, of Natal/RN. The technical evaluation allowed to conclude the addiotion of the sludge brings about signifcant lost of mass and the water absorption grew up according to increase of sludge: every sludge-amended clay bricks absorved more water than control group. Thus, the compressive strength was signicantly decreased because the increase of sludge: bricks with 5% sludge added lost 45% of strength achieved at control group; the bricks made with 10 and 20% lost almost 70% of bigger strength. With up to 25% sludge added to the bricks, the streght decreased over 90%. Concerning heavy metal leaching, the two maximum proportion wich have tecnical approval, it means bricks sludge added with 15 and 20%, can say there is no risk of enviromental contamination using those bricks. This way, in this work context, it can to conclude the maximum proportion atends the technical and enviromental criterion is 20%

Análise da adição de resíduo oriundo do tratamento de esgotos em massa cerâmica utilizada para fabricação de telhas

Sludge of Wastewater Treatment Plants (WTPs) disposal is a problem for any municipality, for this reason the amount of sludge production is now a key issue in selecting treatment methods. It is necessary to investigate new applications for this waste type, due to the restrictions imposed by the environmental organs. The raw materials used in the Red Ceramic, are generally very heterogeneous, for this reason, such materials can tolerate the presence of different types of wastes. In Rio Grande do Norte, the roof tiles production corresponds to 60,61% from the total of ceramic units produced. Due to the importance of the ceramic industry of roof tiles for the state, allied to the environmental problem of the sludge disposal, this work had for objective to verify the possibility of the incorporation of sewage sludge in ceramic body used for production of roof tiles. In the research, sludge originating from drying beds of WTP of the Central Campus from UFRN and clays originating from a ceramic industry from Goianinha/RN were used. The raw materials were characterized by techniques of: analysis of particles distribution by diffraction to laser; real density; consistence limits; chemical analysis by X-ray fluorescence; mineralogical analysis by X-ray diffraction; organic matter; and solids content. Five batches of roof tiles were manufactured in the approximate dosages of 2%, 4%, 6%, 8% and 10%. To evaluate the properties of each final product, tests of water absorption, impermeability, bending strength, leachability and solubility were accomplished. The roof tiles manufactured with sludge presented characteristics similar to the roof tiles without sludge in relation to the environmental risk. The results showed that it is possible to use approximately up to 4% of sludge in ceramic bodies for production of roof tiles. However, it is observed that the high amount of organic matter (71%) present in the sludge is shown as factor that limits the sludge incorporation in ceramic bodies, worsening the quality of the roof tiles. It is necessary the use of mixtures of different raw materials under point of view of the granulometry and of the other chemical and mineralogical properties for the obtaining of a satisfactory mass to the production of ceramic roof tiles

Caracterização dos resíduos esgotados de sistemas de tratamento individual de esgotos de Natal

In Natal still dominates the use of individual disposal systems for domestic sewage, once only 29% of the city has a sewarage system. Wastes that are accumulated in these individual treatment systems should be exhausted periodically, service provided by collector entrepreneurs. Some of these companies causing major damage to the environment. In Natal, only two companies have their own septage (RESTI) treatment system, which were designed with parameters from domestic sewage generating strain and inefficient systems. Therefore, the characterization becomes essential as a source of parameters for their design. Thus, this work presents the physical-chemical and microbiological characterization of waste pumped from individual sewage treatment systems. Samples collections were made weekly from 5 different trucks at the reception point on the treatment plant on the point of the preliminary treatment. From each truck it was taken 5 samples during the discharge in order to make a composite sample. Afterwards, samples were carried out to laboratory and analyses for determination of temperature, pH, conductivity, BOD, COD, nitrogen (ammonia e organic), alkalinity, oils, phosphorus, solids, faecal coliforms and helminth egg. The results were treated as a single database, and ranked according to its generating source (multi and single house, lodging, health, services and / or food), area of origin (metropolitan, south and north) and type of system (cesspits, septic tank and / or sink). Through these data it was possible to verify that the type of system adopted by most in Natal and the metropolitan region is cesspit, besides to confirm the difference between the septage of areas with a population have different social and economical characteristics. It was found that the septage have higher concentrations than domestic sewage, except for thermotolerant coliforms that showed concentrations of 1,38E+07. Among the parameters studied, is the median values identified for COD (3,549 mg / L), BOD (973mg / L) and total solids (3.557mg / L). The volatile fraction constitutes about 70% of the total solids of the septage. For helminths has been a median of 7 eggs/L. In general, the characteristics of the waste followed the variability found in the literature reviewed for all variables, showing high amplitudes

Influência das águas da Bacia Hidrográfica Pirangi na balneabilidade das praias de Pirangi, nos municípios de Nísia Floresta e Parnamirim Rio Grande do Norte, Brasil

The Pirangi beach is located in the eastern coastline of Rio Grande do Norte state, in the municipality of Parnamirim and Nísia Floresta. In it flow into Pirangi Watershed (PW), whose water receives large amounts of pollutants, mainly domestic and industrial sewage from districts where pass the rivers that consist it, compromising, thus, the bathing water quality of the Pirangi beach. Bearing in mind the importance of water sanitary quality to ensure an environment that no present risk to the bathers s health, this work had as main objective to assess the influence of the PW s waters in the bathing water quality of the Pirangi beaches. To that end, were made collections of water in the beaches and in the rivers with the intention of quantify the fecal contamination indicators thermotolerant coliforms and enterococci, to then classify the conditions of bathing water quality according with the CONAMA Resolution number 274 of 2000. For the purposes greater knowledge about the health conditions of the Beaches Pirangi and about the influence the PW s waters exert on it, was done parallely to the study of the water quality, an investigation of the sand sanitary quality. Furthermore, it was made an evaluation of the PW s Water Quality through Water Quality Index (WQI). Starting from the results obtained in the research present was possible to verify, among other aspects, that the entry of the PW s waters in the Pirangi beaches exerts direct influence in the bathing water quality of the same ones, being the North Pirangi beach (point tracking PA-02) the most influenced. There was noticed also a significant reduction in the conditions of bathing water quality of the beaches in the rainy season. However, the precariousness do sewerage system of the Natal metropolitan region and the absence of a right system of treatment an final disposal of domestic sewage and industrial are the main factors responsi le for deterioration of the PW s Water Quality, and as a consequence, compromising the bathing water quality of the Pirangi beaches

Uso urbano não potável de água de lagoas do sistema de drenagem de Natal

The detention and infiltration ponds of urban drainage system has function to protect the population from undesirable effects of floods. In general these ponds are not completly used and it potential is wasted. As it are disseminated at different places at cities it can reduce costs with water transport and permit water preservation of best quality. Some it utilities includes use in green areas irrigation, industrial among than cooling towers and boiler, soil compaction, cleaning urban road, pisciculture and fire fighting system. The quality these water is influenced by anauthorized sewage in the drainage system. This study was performed in six detention and infiltration ponds at drainage system of Natal, which aim was to verify the non-portable use these ponds on urban environment. As indirect aim would to incentive the water utilization these ponds as a water source to another uses in urban environment. These ponds represents the characteristics of detention and infiltration of Natal city and consequently of Brazil. As the water quality, the ponds presents following characteristics: three has apparently good quality, other showed intermediate condition and two had water polluted. Were performed twenty sample in each ponds and the following parameters assessed: pH, temperature, dissolved oxygen, turbidity, electrical conductivity, coliform thermotolerant, ammonia, organic nitrogen, TKN, nitrate, total phosphorus and alkalinity, bicarbonate, chloride, total hardness, calcium and magnesium hardness, total solids, TSS, TDS, COD and SAR°. To utilization on pisciculture we recommend use in ponds which presents the best quality. Only one pond presented higher pollutants and it not being appropriated for use in cooling tower. The content of solids suspension restricted the water use in all ponds in boilers. As water use in soil compaction, cleaning urban road and fire fighting system the water from these ponds are not appropriated. However, the recommended limits from literature are to domestic sewage, due to this, the parameters are restrictive to diminish the sanitary risk that could be offered with it utilization. The infiltration velocity of water these assessed ponds restrict a moderato use, however the effects are potentiated only in soil less sandy, which not occur in Natal. It is recommend the unrestricted irrigation utilization in ponds with best quality of water, and a restricted irrigation to ponds with worst quality of water. As load of pollutants, it is recommended a complementary treatment in those ponds whit higher load to diminish sanitary risks. In only one pond was found one helminth eggs and due to the convention formula of results, it was found for all ponds less than 1 helminth/liter eggs.

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.

Avaliação da qualidade final de efluentes de lagoas de estabilização com vistas ao reúso urbano

Stabilization pond is the most used sewage treatment system in the country, corresponding to approximately 90% of all systems. The systems evaluated were stabilization ponds system of sewage treatment in the city of Natal / RN. This research aimed to analyze the possible uses through physical-chemical and bacteriological of these final effluent ponds for urban uses depending on the characteristics after passage around the treatment system. The parameters used were chosen according to those established by Chernicharo et al. (2006), in order to characterize the effluent. The parameters evaluated were: DO, temperature, pH, conductivity, organic nitrogen, ammonia, NTK, total phosphorus, and series of solid fecal coliforms. Generally, the characteristics of the effluent followed variability found in the literature. The results showed an efficiency that is technically feasible to use the effluent end of some of STPs analyzed when checked parameters alone, if fitting in unrestricted urban use, restricted use and urban land use

Determinação de Ba, Cd, Cr, Cu, Ni, Pb, Sn e Zn em Tainha (Mugil brasiliensis) nos estuários potiguares

Heavy metals can cause problems of human poisoning by ingestion of contaminated food, and the environment, a negative impact on the aquatic fauna and flora. And for the presence of these metals have been used for aquatic animals biomonitoramento environment. This research was done in order to assess the environmental impact of industrial and domestic sewage dumped in estuaries potiguares, from measures of heavy metals in mullet. The methods used for these determinations are those in the literature for analysis of food and water. Collections were 20 samples of mullet in several municipality of the state of Rio Grande do Norte, from the estuaries potiguares. Were analyzed the content of humidity, ash and heavy metals. The data were subjected to two methods of exploratory analysis: analysis of the main components (PCA), which provided a multivariate interpretation, showing that the samples are grouped according to similarities in the levels of metals and analysis of hierarchical groupings (HCA), producing similar results. These tests have proved useful for the treatment of the data producing information that would hardly viewed directly in the matrix of data. The analysis of the results shows the high levels of metallic species in samples Mugil brasiliensis collected in Estuaries /Potengi, Piranhas/Açu, Guaraíra / Papeba / Arês and Curimataú

Uso de lodo de esgoto na reestruturação de solo degradado

O uso do solo nem sempre dá lugar a um novo sistema ecológico sustentável, seja de lavouras, seja de pastagens. Com isso, solos utilizados intensamente e de forma inadequada são levados à degradação. Nesse sentido, este trabalho teve como objetivo estudar a influência do lodo de esgoto na recuperação de propriedades físicas de um Latossolo Vermelho degradado, cultivado há 2,5 anos com eucalipto (Eucalyptus citriodora Hook) e braquiária (Brachiaria decumbens) no município de Selvíria, MS. O delineamento experimental utilizado foi em blocos casualizados com seis tratamentos e quatro repetições. Os tratamentos foram: 1-vegetação de Cerrado; 2-solo exposto sem tratamento para recuperação; 3-solo cultivado com eucalipto e braquiária sem uso do lodo de esgoto e adubação mineral; 4-solo cultivado com eucalipto e braquiária com adubação mineral; 5-solo cultivado com eucalipto e braquiária com uso de 30 Mg ha-1 de lodo de esgoto; e 6-solo cultivado com eucalipto e braquiária com uso de 60 Mg ha-1 de lodo de esgoto. Nas camadas do solo de 0,00-0,05; 0,05-0,10; 0,10-0,20; e 0,20-0,30 m, foram estudadas as propriedades físicas do solo: macroporosidade, microporosidade; porosidade; e densidade do solo. Na braquiária foram avaliadas as matérias verde e seca e, no eucalipto, a altura média de planta e o DAP (diâmetro à altura do peito). Concluiu-se que o solo estudado está sendo recuperado por meio dos tratamentos estabelecidos. Dentre eles, destacam-se os tratamentos com a utilização do lodo, que influenciaram as propriedades físicas do solo, proporcionaram mais rendimentos de matérias verde e seca da braquiária e promoveram maior crescimento das plantas de eucalipto. O crescimento vegetal, a densidade do solo, a porosidade total e a macroporosidade foram os melhores indicadores da recuperação do solo.

Recuperação de um solo degradado com a aplicação de adubos verdes e lodo de esgoto

A utilização incorreta dos solos vem causando alterações neles, tornando-os cada vez menos produtivos, aumentando as áreas com solos degradados. O presente trabalho teve por objetivos estudar ações para acelerar a formação do horizonte A de um Latossolo Vermelho degradado, via uso de adubos verdes, lodo de esgoto e cultivo de uma espécie arbórea nativa de Cerrado, e selecionar indicadores para detectar alterações da camada superficial do solo. O monitoramento das alterações do solo foi realizado anualmente. O delineamento experimental foi o de blocos casualizados com seis tratamentos, em cinco repetições. Os tratamentos foram: testemunha - solo exposto (sem manejo); vegetação nativa (Cerrado); espécie arbórea Astronium fraxinifolium; Astronium fraxinifolium + Canavalia ensiformis; Astronium fraxinifolium + Raphanus sativus; e Astronium fraxinifolium + Brachiaria decumbens + lodo de esgoto (60 t ha-1). Avaliou-se no solo: porosidade, densidade do solo, cátions trocáveis, pH, acidez potencial (H + Al), soma de bases (SB), saturação por bases (V), CTC e macrorganismos. Nos adubos verdes, foi avaliada a massa seca e, para a espécie arbórea, a altura e o diâmetro de caule. A mobilização do solo e a mobilização mais a adubação verde e o lodo de esgoto estão recuperando as propriedades do solo degradado, com comportamento semelhante entre elas após um ano de adoção. O melhor indicador físico das alterações do solo foi sua densidade. Os tratamentos adotados são semelhantes quanto à população de macrorganismos do solo e contribuindo positivamente para recuperação da macrofauna. A presença de larva e besouro foi indicadora da melhoria da macrofauna do solo.

Densidade do solo e infiltração de água como indicadores da qualidade física de um Latossolo Vermelho distrófico em recuperação

A necessidade cada vez maior de alimentos, espaço e condições para sobrevivência faz com que as interferências antrópicas no ambiente sejam cada vez maiores. Solos intensivamente cultivados e de forma inadequada são degradados, assim como a construção de obras civis no meio rural sem atender à legislação pertinente tudo isso tem ocasionado problemas ao meio. Várias técnicas têm sido utilizadas para recuperar esses solos, sendo a principal delas a adição de MO. Contudo, informações sobre tempo para recuperação do solo, influência dos tipos de material orgânico e indicadores das alterações ainda são escassas. Este trabalho objetivou avaliar a recuperação das propriedades de um Latossolo Vermelho distrófico, de onde foi retirado material usado na terraplanagem e nas fundações da usina hidrelétrica de Ilha Solteira-SP, utilizando-se como indicadores de qualidade física a densidade do solo e a taxa de infiltração de água. A pesquisa foi feita em uma área onde se retirou uma camada de solo de 8,60 m. O delineamento experimental foi em blocos casualizados, com cinco repetições e cinco tratamentos: testemunha (solo exposto sem técnicas de recuperação); espécie arbórea gonçalo-alves (Astronium fraxinifolium Schott); gonçalo-alves + feijão-de-porco (Canavalia ensiformis); gonçalo-alves + nabo forrageiro (Raphanus sativus); e gonçalo-alves + gramínea (Brachiaria decumbens) + lodo de esgoto (60 Mg ha-1). A densidade do solo foi avaliada antes e 356 dias após a implantação dos tratamentos, e a infiltração de água no solo foi determinada 188 dias depois da instalação dos tratamentos. Concluiu-se que ocorrem melhorias na qualidade do solo quando efetuado o seu preparo e a adição de lodo de esgoto e adubos verdes. A densidade do solo e a infiltração de água do solo são bons indicadores na avaliação dessas melhorias. As diferentes fontes de MO adicionadas ao solo e a ação do preparo deste interagem de maneira semelhante na recuperação da sua qualidade, porém a combinação lodo de esgoto mais braquiária proporciona maior altura de planta da espécie gonçalo-alves.

Chemical attributes of a savannah Typic Hapludox soil under management systems

O trabalho teve por objetivo estudar as modificações de atributos químicos de um Latossolo Vermelho após dois anos de manejo com adubação orgânica e/ou mineral com diferentes sistemas de cultivo. O experimento foi realizado na área experimental da Universidade Estadual Paulista - UNESP, localizada no município de Selvíria, Estado do Mato Grosso do Sul, no ano agrícola 2004/2005 e 2005/2006. Os tratamentos foram: cultivo convencional; cultivo mínimo e semeadura direta. As adubações foram: testemunha (sem adubação); adubação mineral (300 kg ha-1 da fórmula 20-00-20); adubação orgânica (esterco bovino - 20 Mg ha-1); adubação orgânica (esterco bovino) + ½ adubação mineral recomendada para a cultura utilizada; 20 e 30 Mg ha-1 de lodo de esgoto. em um ano foi utilizada a soja como cultura e no seguinte o sorgo. Avaliaram-se os atributos químicos do solo em quatro camadas. Os atributos químicos do Latossolo Vermelho foram modificados no primeiro ano após as adubações; a adubação com esterco, lodo de esgoto e a combinação do esterco+adubação mineral foram eficazes em modificar os atributos químicos do solo estudado; o lodo de esgoto foi mais eficaz na recuperação do P do solo e, a semeadura direta contribuiu para o aumento de K no solo

Atributos físico-hídricos de um Latossolo após a aplicação de lodo de esgoto em área degradada do Cerrado

Os solos cultivados intensivamente e inadequadamente são degradados, assim como a construção de obras civis no meio rural executada sem atender à legislação. O trabalho objetivou definir a interferência do lodo de esgoto na recuperação de atributos de um Latossolo Vermelho. O experimento foi implantado em 2004, em Selviria (MS). Os tratamentos utilizados foram: T1-vegetação de cerrado; T2-solo exposto sem tratamento para recuperação; T3-solo cultivado com eucalipto e braquiária sem o uso do lodo de esgoto e adubação mineral; T4-solo cultivado com eucalipto e braquiária com adubação mineral; T5-solo cultivado com eucalipto e braquiária com uso de 30Mg ha-1 de lodo de esgoto e; T6-solo cultivado com eucalipto e braquiária com uso de 60Mg ha-1 de lodo de esgoto. Nas camadas do solo de 0,00-0,05; 0,05-0,10; 0,10-0,20 e de 0,20-0,30m, foram avaliados os atributos físico-hídricos e teor de matéria orgânica. Os tratamentos com adubação mineral e orgânica estão agindo de forma semelhante para a recuperação dos atributos físico-hídricos e do teor de matéria orgânica. em solos degradados pela construção de obras civis a aplicação de 30 a 60mg de lodo de esgoto ha-1 recupera as suas propriedades físico-hídricas.

Custo para implantação de Astronium fraxinifolium schott em área degradada utilizando-se adubos verdes e lodo de esgoto

A utilização de recursos naturais e a necessidade de recuperação de áreas degradadas têm assumido importância global, sendo que a estimativa de custos garante a viabilidade econômica, para implantação de projetos de conservação ou recuperação. Foram estimados os custos para implantação de um hectare da espécie arbórea Gonçalo-Alves (Astonium fraxinifolium Schott), com adubação verde, em Latossolo Vermelho degradado, como se segue: Gonçalo-Alves + Feijão-de-porco; Gonçalo-Alves + crotalária; Gonçalo-Alves + fórmula NPK (04-14-08); e Gonçalo-Alves + braquiária + lodo. A estimativa do custo de implantação de Gonçalo-Alves, para a região leste do Estado do Mato Grosso do Sul, variou entre R$ 2.829,13 e R$ 3.872,21. O tratamento com braquiária + lodo de esgoto foi o mais econômico, considerando-se um período de cinco anos, além dos benefícios ambientais relacionados ao descarte viável deste resíduo, por estações de tratamento de esgoto.

Efeito de lodo de esgoto na fertilidade de um Argissolo Vermelho-Amarelo cultivado com cana-de-açúcar

O objetivo deste trabalho foi avaliar os efeitos da aplicação de 0, 20 e 40 Mg ha-1 de lodo de esgoto, na presença e ausência de fertilizante mineral (NPK) na fertilidade e nos teores de metais pesados de um Argissolo Vermelho-Amarelo distrófico, cultivado com cana-de-açúcar. Amostras de solo foram coletadas aos 146, 272 e 484 dias após o plantio da cultura de cana-de-açúcar e foram submetidas à análise de fertilidade pelo método do Instituto Agronômico de Campinas, incluindo a determinação do S, Cr, Cd, Cu, Fe, Mn, Pb e Zn. O lodo de esgoto diminuiu a acidez do solo e forneceu Ca, P, S e Zn, principalmente. Seus efeitos foram de curta duração, restringindo-se a um ano agrícola. Os teores dos metais pesados das amostras de solo tratado foram maiores que os da testemunha, mas menores que os valores considerados perigosos ao ambiente.