Purification of rotating biological contactor (RBC) treated domestic wastewater for reuse in irrigation by biofilm channel

Citation
Cl. Hsu et al., Purification of rotating biological contactor (RBC) treated domestic wastewater for reuse in irrigation by biofilm channel, RESOUR CON, 30(3), 2000, pp. 165-175
Citations number
16
Categorie Soggetti
Environment/Ecology,"Environmental Engineering & Energy
Journal title
RESOURCES CONSERVATION AND RECYCLING
ISSN journal
09213449 → ACNP
Volume
30
Issue
3
Year of publication
2000
Pages
165 - 175
Database
ISI
SICI code
0921-3449(200009)30:3<165:PORBC(>2.0.ZU;2-R
Abstract
Total nitrogen (TN-N) below 10 mg l(-1) was suggested for short-term irriga tion application in Taiwan. TN-N in the treated effluent of a Rotating Biol ogical Contactor (RBC) system was about 18 mg l(-1) and further reclamation was required for reuse purpose. A channel with nine sections, 6 m long, 30 cm in width and 20 cm in height, with plastic sheets as a biofilm carrier inserted inside, was set up at a wastewater treatment plant site to test th e purification efficiency. Six different flow velocities were tested in thi s research. The nitrogen conversion rate increased with velocity until an o ptimal velocity of 1 cm s(-1) was reached. The kinetic constants of Total K jeldahl nitrogen (TKN) and TN-N were found to be 4.57 and 7.51 (mg l(-1) h( -1)). The unit area biofilm carrier removal rates for TKN and TN-N were fou nd to be 1.34 and 2.20 (g m(-2) d(-1)) and the unit volume removal rates fo r TKN and TN-N were 140.72 and 231.18 (g m(-3) d(-1)), respectively, at thi s optimal velocity. The TKN and TN-N concentrations kinetic rates fit a zer o-order approach. The TN-N concentration criterion of 10 mg l(-1) was found to be possible with this biofilm channel. (C) 2000 Elsevier Science B.V. A ll rights reserved.