Abstract

In this work coagulation diagrams were constructed from bench tests with the aid of jartest equipment in order to evaluate the remaining turbidity of water prepared by adding kaolin suspension (until reaching a turbidity of 25 ± 2 uT). The water was then subjected to coagulation, flocculation and sedimentation. Iron-free aluminum sulfate was used as a coagulant in dosages varying from 5 mg L-1 to 100 mg L-1 and coagulation pH varying from 3 to 9. Three different rates of sedimentation velocities were investigated (3.0; 1,5; and 0.5 cm min-1). Based upon the coagulation diagrams, satisfactory results for turbidity removal were observed with coagulation pH values between 6.5 and 7.5 and coagulant dosages greater than 15 mg L-1; high dosages of coagulant did not necessarily lead to lower remaining turbidity values. Turbidity removal efficiency was higher in lower rates of sedimentation velocities, reaching values less than 1 uT at the lowest sedimentation rate studied. The construction of coagulation diagrams using jartest equipment proved to be an effective tool for the optimization of the coagulation phases, flocculation and sedimentation in water treatment, producing flocs whose characteristics were more easily analyzed using techniques of continuous monitoring flocculation.

Highlights

  • Based upon the coagulation diagrams, satisfactory results for turbidity removal were observed with coagulation pH values between 6.5 and 7.5 and coagulant dosages greater than 15 mg L-1; high dosages of coagulant did not necessarily lead to lower remaining turbidity values

  • Turbidity removal efficiency was higher in lower rates of sedimentation velocities, reaching values less than 1 uT at the lowest sedimentation rate studied

  • The construction of coagulation diagrams using jartest equipment proved to be an effective tool for the optimization of the coagulation phases, flocculation and sedimentation in water treatment, producing flocs whose characteristics were more analyzed using techniques of continuous monitoring flocculation

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Summary

INTRODUÇÃO

Estações de Tratamento de Água (ETA’s) que empregam o tratamento em ciclo completo (que usa os processos e operações de coagulação, floculação, decantação e filtração para a clarificação da água, seguida da desinfecção, fluoração e estabilização final) estão presentes em 63,3% dos municípios brasileiros. Segundo Di Bernardo e Dantas (2005) o processo de coagulação pode ser considerado como a atuação individual ou conjunta de quatro mecanismos diferentes: compressão da dupla camada elétrica; adsorção e neutralização de cargas; varredura (recomendada para ETA’s de ciclo completo) e adsorção e formação de pontes. Uma maneira simples de se obter os parâmetros para projeto e operação de ETA’s que empregam as etapas de coagulação, floculação, sedimentação e filtração são ensaios de tratabilidade da água em equipamento jar test. Estas informações podem resultar na otimização da dosagem de coagulante, bem como o tempo e gradiente de floculação médio, parâmetros fundamentais para o bom desempenho das ETA’s que empregam o tratamento em ciclo completo na potabilização de águas distribuídas à população. O princípio de funcionamento do EMCF pode ser detalhadamente consultado no trabalho de Gregory (1984)

MATERIAL E MÉTODOS
RESULTADOS E DISCUSSÃO
CONCLUSÕES
AGRADECIMENTOS
REFERÊNCIAS
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