Leandro Fleck

Optimization of the pretreatment of wastewater from a slaughterhouse and packing plant through electrocoagulation in a batch reactor

ABSTRACT The purpose of this study is to evaluate the removal of chemical oxygen demand (COD), turbidity and color of wastewater from a pig slaughterhouse and packing plant through the electrochemical technique and to optimize the ΔV (electric potential difference) and HRT (hydraulic retention time) variables in an electrocoagulation batch reactor using aluminum electrodes. The experimental design used was rotatable central composite design. For turbidity, the values for removal efficiency obtained varied from 92.85% to 99.28%; for color, they varied from 81.34% to 98.93% and for COD, they varied from 58.61% to 81.01%. The best optimized conditions of treatment were at 25 min for the HRT and 25 V for the ΔV, which correspond to electrical current of 1.08 A and a current density of 21.6 mA cm−2. The aluminum residue varied from 15.254 to 54.291 mg L−1 and the cost of the treatment was US

Optimization of the nitrification process of wastewater resulting from cassava starch production

4.288 m−3. The novelty of the work was the simultaneous optimization of three response variables using the desirability function applied to the treatment of wastewater from slaughterhouses.

Concepts and importance of mathematical modeling of water quality for water resources management

ABSTRACT The present study has the objective of optimizing operational conditions of an aerated reactor applied to the removal of ammoniacal nitrogen from wastewater resulting from the production of cassava starch. An aerated reactor with a usable volume of 4 L and aeration control by rotameter was used. The airflow and cycle time parameters were controlled and their effects on the removal of ammoniacal nitrogen and the conversion to nitrate were evaluated. The highest ammoniacal nitrogen removal, of 96.62%, occurred under conditions of 24 h and 0.15 L min−1 Lreactor−1. The highest nitrate conversion, of 24.81%, occurred under conditions of 40.92 h and 0.15 L min−1 Lreactor−1. The remaining value of ammoniacal nitrogen was converted primarily into nitrite, energy, hydrogen and water. The optimal operational values of the aerated reactor are 29.25 h and 0.22 L min−1 Lreactor−1. The mathematical models representative of the process satisfactorily describe ammoniacal nitrogen removal efficiency and nitrate conversion, presenting errors of 2.87% and 3.70%, respectively. GRAPHICAL ABSTRACT

Influence of hydraulic retention time on the anaerobic treatment of cassava starch extraction effluent using a one-phase horizontal reactor

O acelerado desenvolvimento das atividades humanas, aliado aos impactos causados ao meio ambiente e a pressao pela preservacao dos recursos naturais, evidencia a necessidade da busca constante por novas ferramentas de apoio ao processo de tomada de decisoes pelo poder publico. Dentre as varias ferramentas desenvolvidas ao longo dos anos, os modelos matematicos de qualidade da agua merecem especial destaque e sao amplamente encontrados na literatura nacional e internacional, como tecnicas eficientes de apoio a gestao dos recursos hidricos. Partindo dessas premissas, o presente artigo tem como objetivo apresentar uma revisao bibliografica sobre a utilizacao de modelos matematicos de qualidade da agua, com enfoque aos principais conceitos e modelos relacionados. A modelagem matematica possibilita gerar cenarios futuros, estimando custos e, principalmente, as principais medidas preventivas a serem tomadas na execucao das atividades humanas. Sendo assim, existe a necessidade de estudos constantes, a fim de diminuir as limitacoes da aplicabilidade dos modelos de qualidade da agua como forma de atender a legislacao vigente.