Related content

LESS THAN 0.2 mgP/L AND 3 mgN/L – MEETING THESE NEW LIMITS WHILE STILL USING EXISTING INFRASTRUCTURE AT OWASA'S MASON FARM WWTP

By Bratby J.   Schuler P.   Willis J.   Gottschalk W.   Redmon D.   Parker D.  

Proceedings of the Water Environment Federation, Vol. 2005, Iss. 16, 2005-01 ,pp. : 594-603

Water Environment Federation

Access to resources Recommend Favorite

Aiming at Complete Nitrogen and Phosphorus Removal from WWTP Effluent – The Limits of Technology

By Scherrenberg S.M.   van Nieuwenhuijzen A.F.   den Elzen J.J.M.   van den Berg van Saparoea F.H.   Malsch A.   van der Graaf J.H.J.M.  

Proceedings of the Water Environment Federation, Vol. 2008, Iss. 17, 2008-01 ,pp. : 70-82

Water Environment Federation

Access to resources Recommend Favorite

BIOAVAILABILITY OF DISSOLVED ORGANIC NITROGEN IN WWTP EFFLUENT: A TRUCKEE RIVER CASE STUDY

By Ikenberry Charles   Bhimani Seema   McDonald Steve   Jenkins David   Dennis Greg   Gray Randall  

Proceedings of the Water Environment Federation, Vol. 2002, Iss. 11, 2002-01 ,pp. : 575-585

Water Environment Federation

Access to resources Recommend Favorite

Montague Process: Plant Modifications Reduce O&M Expenses while Removing Nitrogen

By Weaver Grant   Trornbley Robert J.  

Proceedings of the Water Environment Federation, Vol. 2012, Iss. 12, 2012-01 ,pp. : 4263-4270

Water Environment Federation

Access to resources Recommend Favorite

Improving Energy Efficiency and Effluent Quality, and Reducing Operating Costs by Controlling Nitrification and Denitrification through Operational Modifications

By Tamburini Joseph R.   Schuyler Ronald G.   Tamburini Joseph U.   Ho Edward   Sobeck Robert  

Proceedings of the Water Environment Federation, Vol. 2007, Iss. 10, 2007-10 ,pp. : 7423-7432

Water Environment Federation

Access to resources Recommend Favorite