Logo image
Nitrogen removal from wastewater of a fertilizer and chemical manufacturer with the use of two different hybrid constructed wetland systems planted with Schoenplectus validus
Book chapter

Nitrogen removal from wastewater of a fertilizer and chemical manufacturer with the use of two different hybrid constructed wetland systems planted with Schoenplectus validus

S. Domingos, M. Germain and S. Dallas
Decentralised water and wastewater systems : international conference, Fremantle, Western Australia, 10-12 July, 2006, pp.79-86
IWA Publishing
2008

Abstract

This study analyses the performance of a hybrid Free Water surface/Vertical flow (FVS/VF) wetland in removing nitrogen from wastewater generated in a fertiliser and chemical manufacturer in Perth, Western Australia during a 14 month period. The constructed wetland currently in use at the fertiliser plant is 12,825 m (135 x 95 m), planted with Schoenoplectus validus, has a vertical flow design and has been operated FWS/ VF conjugated system with a hydraulic load = 3.3 cm/d and a retention time of 18 days. Average load removal rates are: 26% for NH4-N, 52% for N03-N and 32% for TN. Parallel to that, an experiment with wetland mesocosms as conducted, this experiment compared the efficiency of a FWS/ VP wetland (simulation of the industry’s wetland) and an alternative hybrid VP/Horizontal F1o (VF/HF) in removing nitrogen from the industry’s wastewater. Systems were planted with Schoenoplectus validus. The performance in nitrogen removal for the FWS/VP mesocosm was superior to the actual wetland’s performance. The best nitrogen removal rate was achieved by the VF/HF system, with the first VF stage alone removing 82.9% of ammonia in 2.88 days while the FWS/ VF moved 8.2% of the ammonia in 10.8 days.

Details

Metrics

81 Record Views
Logo image