A GA-Based Neural Fuzzy System for Modeling a Paper Mill Wastewater Treatment Process

2011 ◽  
Vol 50 (23) ◽  
pp. 13500-13507 ◽  
Author(s):  
Mingzhi Huang ◽  
Jinquan Wan ◽  
Yongwen Ma ◽  
Huiping Zhang ◽  
Yan Wang ◽  
...  
Keyword(s):  
Wastewater Treatment ◽  
Fuzzy System ◽  
Treatment Process ◽  
Paper Mill ◽  
Wastewater Treatment Process ◽  
Paper Mill Wastewater ◽  
Neural Fuzzy

scholarly journals Purification of pulp and paper mill effluent through Typha and Canna using constructed wetlands technology

2011 ◽  
Vol 1 (4) ◽  
pp. 237-242 ◽  
Author(s):  
Neetu Rani ◽  
R. C. Maheshwari ◽  
Vivek Kumar ◽  
V. K. Vijay
Keyword(s):  
Wastewater Treatment ◽  
Constructed Wetlands ◽  
Constructed Wetland ◽  
Oxygen Demand ◽  
Paper Mill ◽  
Pulp And Paper ◽  
Pulp And Paper Mill ◽  
Wastewater Treatment Process ◽  
Paper Mill Effluent ◽  
Paper Mill Wastewater

The use of constructed wetlands (CW) to treat domestic as well as industrial wastewater is rapidly emerging as a viable alternative in India. Constructed wetland systems offer several potential advantages as a wastewater treatment process. These advantages include simple operation and maintenance and lower construction and operating costs. The study evaluated the effectiveness of the subsurface flow constructed wetland for pulp and paper mill wastewater treatment and also the effectiveness of plant species. A pilot scale study was conducted to examine the feasibility of a CW system for treatment of pulp and paper mill wastewater during summers as well as winters at different hydraulic retention time (HRT) such as 1.5 days, 3.5 days and 6.5 days. Wetland beds were prepared with easily available plants such as Typha angustifolia and Canna indica. Specific performance objectives were to decrease biochemical oxygen demand (BOD), chemical oxygen demand (COD), total solids (TS) and color. Comparison of mean inlet and outlet concentrations showed that the CW system could effectively reduce the output of TS (87.6 ± 1.1%), COD (86.6 ± 2.0%), BOD5 (80.01 ± 0.1%), color (89.4 ± 0.6%) during summer and TS (72.15 ± 0.71%), COD (70.94 ± 2.3%), BOD5 (72.07 ± 2.2%) and color (74.90 ± 0.47%) during winter at 3.5 days HRT.

Comparison of F-specific bacteriophage, enterococci, and faecal coliform densities through a wastewater treatment process employing oxidation ponds

1995 ◽  
Vol 31 (5-6) ◽  
pp. 85-89 ◽  
Author(s):  
S. J. Turner ◽  
G. D. Lewis
Keyword(s):  
Wastewater Treatment ◽  
Treatment Process ◽  
Faecal Coliform ◽  
Indicator Organisms ◽  
Faecal Coliforms ◽  
Wastewater Treatment Process ◽  
Oxidation Pond ◽  
Oxidation Ponds ◽  
Specific Bacteriophage

Over a 12 month period F-specific bacteriophages, faecal coliforms and enterococci were compared as microbial indicator organisms for the quality of a wastewater treatment (oxidation pond) system. Results suggest that enterococci may be the most useful indicator for oxidation pond systems.

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