Production of biodiesel from safflower plant cultivated using membrane bioreactor (MBR) effluent discharged from wastewater treatment plant

2019 ◽  
Vol 95 (3) ◽  
pp. 527-534
Author(s):  
Nasim Jalilnejad Falizi ◽  
Tülay Güngören Madenoğlu ◽  
Yasemin Kukul Kurttaş ◽  
Kamil Meriç ◽  
Hatice Gürgülü ◽  
...  
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plant ◽  
Membrane Bioreactor ◽  
Treatment Plant ◽  
Safflower Plant

scholarly journals Membrane Bioreactor-Based Wastewater Treatment Plant in Saudi Arabia: Reduction of Viral Diversity, Load, and Infectious Capacity

Water ◽  
2017 ◽  
Vol 9 (7) ◽  
pp. 534 ◽  
Author(s):  
Muhammad Jumat ◽  
Nur Hasan ◽  
Poorani Subramanian ◽  
Colin Heberling ◽  
Rita Colwell ◽  
...  
Keyword(s):  
Saudi Arabia ◽  
Wastewater Treatment ◽  
Wastewater Treatment Plant ◽  
Membrane Bioreactor ◽  
Treatment Plant ◽  
Viral Diversity

The Design, Operation and Performance of the New Membrane Bioreactor (MBR) WWTP for the Becket-Chimney Corners YMCA Camps in Western Massachusetts

2009 ◽  
Vol 4 (3) ◽  
Author(s):  
Nancy Oram Vigneault ◽  
Carsten Owerdieck
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plant ◽  
Membrane Bioreactor ◽  
Treatment Plant ◽  
Biomass Concentration ◽  
Septic Systems ◽  
Separation Function ◽  
Conventional Activated Sludge ◽  
And Performance ◽  
Reclaim Water

The increasingly stringent requirements for effluent quality and the need to reclaim water are promoting the application of membrane bioreactor (MBR) systems for wastewater treatment. The membrane replaces the solids separation function carried out by the secondary clarifier and sand filter in a conventional activated sludge system. The MBR process effectively overcomes the problems associated with poor settling of sludge. In addition, the use of membranes permits the operation of the bioreactor at higher mixed liquor suspended solids (MLSS) concentrations of 8,000 to 12,000 milligrams per litre (mg/L) compared to a conventional system, which may operate between 2,000 to 4,000 mg/L. The elevated biomass concentration allows for improved removal of both soluble and particulate biodegradable material from the wastewater. The MBR design also reduces the area as well as the reactor volume required for treatment. Two-State YMCA operates Camp Chimney Corners and Camp Becket in Becket, Massachusetts. These two camps were under consent orders to address deficient septic systems and decided to construct a 40,000 gallons per day (151,400 litres/day) wastewater treatment plant and wastewater collection and conveyance system to address septic system problems. A MBR wastewater treatment plant was designed and constructed and began treating wastewater in May 2007. This paper presents the design, operation, and performance of the MBR WWTP.

Feasibility study to upgrade a textile wastewater treatment plant by a hollow fibre membrane bioreactor for effluent reuse

2003 ◽  
Vol 47 (10) ◽  
pp. 33-39 ◽  
Author(s):  
F. Malpei ◽  
L. Bonomo ◽  
A. Rozzi
Keyword(s):  
Wastewater Treatment ◽  
Activated Sludge ◽  
Wastewater Treatment Plant ◽  
Pilot Plant ◽  
Membrane Bioreactor ◽  
Treatment Plant ◽  
Hollow Fibre ◽  
Full Scale ◽  
Total N ◽  
Textile Factory

A pilot plant membrane bioreactor has been tested in parallel with a full-scale activated sludge wastewater treatment plant fed on the wastewater from a textile factory. The possibility to upgrade the final effluent for internal reuse was investigated. The pilot and full-scale plants are located in a textile factory (Boselli & C., Olgiate Comasco, North Italy) which manufactures and finishes polyester fabric. The activated sludge wastewater treatment plant (WWTP) is an extended aeration system. The MBR pilot plant is a ZW-10 bench hollow fibre module (membrane surface area: 0.93 m2) submerged in a 200 L tank. Performance and operation of the membrane bioreactor (MBR) were evaluated in terms of permeate characteristics and variability (COD, colour, total N and P, microbiological counts), of membrane specific flux (l m−2 h−1 bar−1) and other operational parameters (sludge growth and yield).

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