• No results found

Cold (9-15° C) deammonification biofilm achievment by gradual temperateure decrease

N/A
N/A
Protected

Academic year: 2021

Share "Cold (9-15° C) deammonification biofilm achievment by gradual temperateure decrease"

Copied!
1
0
0

Loading.... (view fulltext now)

Full text

(1)

Linnaeus ECO-TECH 2016 Kalmar, Sweden, November 21-23, 2016

265

COLD (9-15° C) DEAMMONIFICATION

BIOFILM ACHIEVMENT BY GRADUAL

TEMPERATEURE DECREASE

I. Zekker,

E. Rikmann

A. Mandel

T. Tenno

University of Tartu,

Estonia

Abstract

For N-rich wastewater treatment the anaerobic ammonium oxidation (anammox) and nitritation-anammox (deammonification) processes are often used. Temperature gradual lowering by 0.5° C per week achieved a similar maximum total nitrogen removal (TNRR) of 1.5 g N m-2 at 15° C as at 20° C

in a deammonification moving bed biofilm reactor (MBBR). Our experiments show that a biofilm of a deammonification reactor adapted to 15° C successfully tolerates short-term cold shocks down to 9° C retaining a high TNRR.

To study the short-term effect of temperature on the TNRR, a series of batch-scale experiments were performed which showed remarkable TNRRs even at 9-15° C (4.3-5.4 mg N L-1 h-1, respectively).

Anammox temperature constants (Q10) ranged 1.3-1.6. After biomass was adapted to 15° C, the

decrease in TNRR in batch tests at 9° C was lower (15-20%) than for biomass adapted to 17-18° C showing efficient biomass adaption to low temperature. qPCR analysis showed an increase in

Candidatus Brocadia quantities from 5×103 to 1×107 anammox gene copies g-1 TSS despite

temperature lowered to 15° C.

Keywords

Deammonification; Reject water; Nitrite inhibition

References

Related documents

[r]

The aim of this master thesis project was to apply computational calculations to understand the reaction mechanism of the hydrolysis of p-nitrophenyl butyrate performed by

VYKRES MATERIAL POZNAMKA JED. OZNACENI

VYKRES MATERIAL POZNAMKA JED.. OZNACENI

Let A be an arbitrary subset of a vector space E and let [A] be the set of all finite linear combinations in

[r]

autcm juftitia eultus iui admittit intervalia. Faceflant itaque procui, quibus Juftitia nil cordi eil:! Faceftant. euripi iili &z vertumni, qui optimam

Figure 7.5: Comparison of impacts by inputs and outputs from the sludge line: chemicals, electricity, handling (upgrading, emissions from internal use, transportation and