Method for treating wastewater containing tetramethylammonium hydroxide and ammonium nitrogen

Patent metadata

Field	Value
Publication number	US-9670084-B2
Application number	US-201414198111-A
Country	US
Kind code	B2
Filing date	Mar 5, 2014
Priority date	Sep 17, 2013
Publication date	Jun 6, 2017
Grant date	Jun 6, 2017

Abstract

A method for treating wastewater containing TMAH and ammonium nitrogen includes the steps of (a) introducing a first solution which contains ammonium nitrogen but no TMAH into a single reactor with microorganisms comprising nitrifying bacteria and anammox bacteria, and denitrifying the first solution by the microorganisms under a dissolved oxygen concentration ranging from 0.1-0.5 mg/L and a pH value of 7-8; (b) when the denitrification efficiency reaches a steady state, introducing a second solution which contains ammonium nitrogen and TMAH and has a concentration of TMAH lower than 60 mg/L into the reactor; and (c) gradually increasing the concentration of TMAH in the solution to be added into the reactor for several times whenever the denitrification efficiency reaches a steady state. Accordingly, the inhibition of TMAH to the anammox bacteria can be significantly decreased, and both TMAH and the ammonium nitrogen can be treated simultaneously.

First claim

What is claimed is:

1. A method for treating a wastewater containing tetramethylammonium hydroxide (TMAH) and ammonium nitrogen, the method comprising the steps of:
(a) introducing a first solution, which contains ammonium nitrogen but does not contain TMAH, into a single reactor with microorganisms comprising nitrifying bacteria and anammox bacteria, and denitrifying the first solution by the microorganisms under a dissolved oxygen concentration ranging from 0.1 to 0.5 mg/L and a pH value ranging between 7 and 8;
(b) when a denitrification efficiency of the reactor reaches a steady state, introducing a second solution, which contains ammonium nitrogen and TMAH and has a concentration of TMAH lower than 60 mg/L, into the reactor; and
(c) when the denitrification efficiency reaches a steady state again, introducing a third solution, which contains the ammonium nitrogen and TMAH and has a concentration of TMAH higher than that of the solution previously introduced, into the reactor; repeating this step, even when TMAH remains in an outflow of the reactor, until an inflow having a concentration of TMAH of 1000 mg/L is introduced into the reactor.

2. The method of claim 1 , wherein in the step (c), if the concentration of TMAH in the solution previously introduced into the reactor is less than 300 mg/L, the concentration of TMAH in the solution subsequent introduced into the reactor is increased without exceeding three times the concentration of TMAH in the solution previously introduced to the reactor; and if the concentration of TMAH in the solution previously introduced into the reactor is higher than 300 mg/L, the concentration of TMAH in the solution subsequent introduced into the reactor is increased without exceeding two times the concentration of TMAH in the solution previously introduced into the reactor.

3. The method of claim 2 , wherein in the step (c), if the concentration of TMAH in the solution previously introduced into the reactor is less than 300 mg/L, the concentration of TMAH in the solution subsequent introduced into the reactor is two to three times the concentration of TMAH in the solution previously introduced into the reactor.

4. The method of claim 1 , wherein a plurality of carriers for the attachment of the microorganisms are disposed in the reactor.

5. The method of claim 1 , wherein after the step (c), the microorganisms in the reactor further comprises heterotrophic denitrifying bacteria and aerobic degradation bacteria of TMAH.

6. The method of claim 1 , wherein the reactor is a sequencing-batch reactor containing an activated sludge for conducting a cyclic process which includes:
a feeding step in which one of the solutions is introduced in the reactor;
a reaction step in which the solution is stopped from entering the reactor;
a settling step in which the activated sludge containing the microorganisms starts to settle and a clear supernatant is then obtained; and
a decanting step in which at least a part of the supernatant is discharged from the reactor.

Assignees

• Leaderman & Ass Co Ltd
• Univ Nat Chiao Tung

Inventors

• Lee Der-Ming
• Chiang Ming-Kuei
• Chen Chin-Te
• Sung Keng-Chuan
• Lan Chien-Ju
• Lin Jih-Gaw
• Liang Ying-Chang

Classifications

• Y02W10/15

  Cross-Sectional Technologies · mapped topic

• C02F2301/08

  Multistage treatments, e.g. repetition of the same process step under different conditions · CPC title

• C02F3/109

  Characterized by the shape (C02F3/104 takes precedence) · CPC title

• C02F2103/346

  from semiconductor processing, e.g. waste water from polishing of wafers · CPC title

• C02F2209/06

  pH · CPC title