|
|
|
|
|
Fatma Fakhfakh, Sahar Raissi, Karim Kriaa, Chemseddine Maatki, Lioua Kolsi and Bilel Hadrich
The olive mill wastewater (OMW) treatment process is modeled and optimized through new design of experiments (DOE). The first step of the process is coagulation?flocculation using three coagulants (modeled with the mixture design) followed by photo-degra...
ver más
|
|
|
|
|
|
|
|
|
|
|
Vasiliki Kinigopoulou, Evangelos Hatzigiannakis, Athanasios Guitonas, Efstathios K. Oikonomou, Stefanos Stefanou and Dionisios Gasparatos
This study, based on circular economy principles and sustainable development practices, aims to present the results of soil samples analysis after their mixture with a biobed bio-mixture of straw, soil and compost, used for two consecutive years as organ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Srikanth Vuppala and Marco Stoller
In this study, a synthetic phenol solution of water and raw olive mill wastewater (OMW) were considered to achieve purification of the aqueous streams from pollutants. Only OMW was initially submitted to a coagulation/flocculation process, to reduce the ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Iosif Kapellakis, Vasileios A. Tzanakakis and Andreas N. Angelakis
Land application of olive mill wastewater (OMW) is considered a promising low-cost practice for olive-oil producing countries. The objectives of this work were to investigate: (i) OMW treatment potential of a land treatment system (LTS), planted with a E...
ver más
|
|
|
|
|
|
|
|
|
|
|
Andreas N. Angelakis and Shane A. Snyder
This paper provides an overview of the Special Issue on Wastewater Treatment and Reuse: Past, Present, and Future. The papers selected for publication include advanced wastewater treatment and monitoring technologies, such as membrane bioreactors, electr...
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
|
|
|
|
|
|