|
|
|
|
|
Mariana Rodríguez Arredondo, Philipp Kuntke, Annemiek ter Heijne, Hubertus V.M. Hamelers, Cees J.N. Buisman
Pág. 330 - 337
Complete removal and recovery of total ammonia nitrogen (TAN) from wastewaters in (bio)electrochemical systems has proven to be a challenge. The system performance depends on several factors, such as current density, TAN loading rate and pH. The interdep...
ver más
|
|
|
|
|
|
|
|
|
|
|
Martina Sammer, Cees Kamp, Astrid H. Paulitsch-Fuchs, Adam D. Wexler, Cees J. N. Buisman, Elmar C. Fuchs
Pág. 1 - 19
In 2012 Coey proposed a theory on the mechanism of magnetic water treatment based on the gradient of the applied field rather than its absolute strength. We tested this theory by measuring the effect of very weak field magnets (= 10 G) containing strong ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Taina Tervahauta, Isaac M. Bryant, Lucía Hernández Leal, Cees J. N. Buisman and Grietje Zeeman
This study presents the potential of combining anaerobic grey water sludge treatment with black water in an up-flow anaerobic sludge blanket (UASB) reactor to improve energy recovery within source-separated sanitation concepts. Black water and the mixtur...
ver más
|
|
|
|
|
|
|
|
|
|
|
Nadine C. Boelee, Hardy Temmink, Marcel Janssen, Cees J. N. Buisman and René H. Wijffels
Microalgae can be used for the treatment of municipal wastewater. The application of microalgal biofilms in wastewater treatment systems seems attractive, being able to remove nitrogen, phosphorus and COD from wastewater at a short hydraulic retention ti...
ver más
|
|
|
|
|
|
|
|
|
|
|
Lucía Hernández Leal, Hardy Temmink, Grietje Zeeman and Cees J. N. Buisman
Greywater consists of household wastewater excluding toilet discharges. Three systems were compared for the biological treatment of greywater at a similar hydraulic retention time of approximately 12?13 hours. These systems were aerobic treatment in a se...
ver más
|
|
|
|
|
|
|
|
|
|
|
Marthe S. De Graaff, Hardy Temmink, Grietje Zeeman and Cees J. N. Buisman
This research describes the feasibility of applying a UASB reactor for the treatment of concentrated black (toilet) water at 25 °C. On average 78% of the influent load of COD at an HRT of 8.7 days was removed. Produced methane can be converted to 56 MJ/p...
ver más
|
|
|
|
|
|
|
|
|
|
|
Martijn F.M. Bijmans, Pieter-Jan van Helvoort, Shabir A. Dar, Mark Dopson, Piet N.L. Lens, Cees J.N. Buisman
Pág. 853 - 861
|
|
|
|
|
|
|
|
|
|
|
Kirsten J.J. Steinbusch, Hubertus V.M. Hamelers, Cees J.N. Buisman
Pág. 4059 - 4066
|
|
|
|
|
|
|
|
|
|
|
Martijn F.M. Bijmans, Tom W.T. Peeters, Piet N.L. Lens, Cees J.N. Buisman
Pág. 2439 - 2448
|
|
|
|
|
|