|
|
|
|
|
Marcin Zielinski, Marta Kisielewska, Marcin Debowski, Paulina Rusanowska, Anna Nowicka and Magda Dudek
Increasing worldwide milk manufacturing and dairy processing resulted in producing more effluents, and thus effective management of wastewater is now the most important issue. This study used a new design of a pilot plant-scale hybrid anaerobic labyrinth...
ver más
|
|
|
|
|
|
|
|
|
|
|
Yuting Liu, Wenchong Tian, Jun Xie, Weizhong Huang and Kunlun Xin
With the increasing demands for higher treatment efficiency, better effluent quality, and energy conservation in Urban Wastewater Treatment Plants (WWTPs), research has already been conducted to construct an optimized control system for Anaerobic-Anoxic-...
ver más
|
|
|
|
|
|
|
|
|
|
|
Christos S. Akratos, Triantafyllos I. Tatoulis and Athanasia G. Tekerlekopoulou
The objective of this work was to determine the ability of a pilot-scale hybrid system to treat real (non-synthetic) winery wastewater. The experimental treatment system consisted of two stages: An attached growth pilot-scale bioreactor (biological trick...
ver más
|
|
|
|
|
|
|
|
|
|
|
Keli He, Tao Lv, Shubiao Wu, Luchen Guo, Zeeshan Ajmal, Hongzhen Luo and Renjie Dong
Ammonium stripping has gained increasing interest for nitrogen recovery in anaerobically digested effluents. However, the stripped effluents often still do not meet discharge standards, having high pH and residual pollutants. Constructed wetlands (CWs) a...
ver más
|
|
|
|
|
|
|
|
|
|
|
Solmaz Aslanzadeh, Karthik Rajendran, Azam Jeihanipour and Mohammad J. Taherzadeh
The effect of recirculation in increasing organic loading rate (OLR) and decreasing hydraulic retention time (HRT) in a semi-continuous two-stage anaerobic digestion system using stirred tank reactor (CSTR) and an upflow anaerobic sludge bed (UASB) was e...
ver más
|
|
|
|
|
|
|
|
|
|
|
Iosif E. Kapellakis, Nikolaos V. Paranychianakis, Konstantinos P. Tsagarakis and Andreas N. Angelakis
The objective of this study was to investigate the application of constructed wetlands as a mean to manage olive mill wastewater (OMW). Two free water surface (FWS) constructed wetlands, one without (CW1) and one with effluent recirculation (CW2), were o...
ver más
|
|
|
|
|
|