首页    期刊浏览 2025年02月28日 星期五
登录注册

文章基本信息

  • 标题:Coagulation kinetic study and optimization using response surface methodology for effective removal of turbidity from paint wastewater using natural coagulants
  • 本地全文:下载
  • 作者:Bernard I. Okolo ; Oladayo Adeyi ; Emmanuel O. Oke
  • 期刊名称:Scientific African
  • 印刷版ISSN:2468-2276
  • 出版年度:2021
  • 卷号:14
  • 页码:1-25
  • DOI:10.1016/j.sciaf.2021.e00959
  • 语种:English
  • 出版社:Elsevier
  • 摘要:AbstractThe wastewater from paint manufacturing industry contains high quantity of pollutants that are generated from washing equipment, as well as chemical additives. Hence, coagulation–flocculation was applied in the present study to evaluate the performance of some natural coagulant derived fromHibiscus esculentus L,(okra)Detarium microcarpum,(sweet dater) Xanthosoma(cocoyam) andCrassostrea Virginica, (oyster shell) in the removal of turbidity from paint wastewater (PW). The coagulants were characterized using Fourier transform infrared spectrometer (FTIR), Scanning electron microscopy (SEM) and X-ray diffraction (XRD). A laboratory jar test was employed for the experiments. Process kinetic was studied to determine coagulation-flocculation parameters such as coagulation rate constant and coagulation half-lifeτ1/2. The effects of the operating parameters such as initial pH of the wastewater, coagulant dosage and settling time affecting the efficiency of turbidity removal were studied in a one-factor-at-a-time (OFAT) process. Box-Behnken Design (BBD) was used in designing the experiment; evaluate the individual and interactive effect of the variables and determining the optimum conditions. Statistical parameters such as coefficient of determinationR2, sum of square roots due to error (SSE) and the root mean square error (RMSE) were used to evaluate the adequacy of the process. The optimum removal of turbidity was observed at pH range 2–4, dosage 100–200 mg/L and settling time of 30 min for the coagulants, with removal efficiency of 60–92.6% a second order polynomial regression equation withR2values of 0.9644, 0.9827, 0.9707 and 0.9718 for OSC, DMC, CYC and ODC, respectively. While the coagulation half-time,τ1/2ranges from 0.98 for OSC, 0.87 for DMC, 13.73 for CYC and 9.15 for ODC. The study has proved the coagulant can be used in treatment of turbidity from paint wastewater.
  • 关键词:KeywordCoagulation-flocculationKinetic processBBDBiocoagulantsPaint wastewaterTurbidity
国家哲学社会科学文献中心版权所有