Literature DB >> 28936755

Comparison of control strategies for single-stage partial nitrification-anammox granular sludge reactor for mainstream sewage treatment-a model-based evaluation.

Jun Wu1.   

Abstract

The low ammonium concentration, low temperature, presence of organic matter, and large variation of influent ammonium load pose serious challenges for the application of PN/AMX (partial nitrification-anammox) reactor in the mainstream wastewater treatment. Previous mathematical simulation studies of PN/AMX granule reactor mainly concentrated on the steady-state modeling. The steady-state simulation cannot be used for developing control strategies under dynamic condition. In this study, four control strategies were evaluated on their abilities to minimize the impact of feed disturbances on autotrophic nitrogen removal in mainstream wastewater. The four control strategies included are the following: (A) direct airflow adjustment to maintain the fixed NH4+ set point, (B) fixed NH4+ set point control manipulated by DO concentration with DO limit, (C) constant DO control strategy, and (D) adaptive change of NH4+ set point control based on the feed disturbance (NH4+ set point value achieved by DO concentration manipulation with DO limit). The results indicated that the control strategy A successfully implemented for high NH4+ strength wastewater treatment cannot be directly transferred into the mainstream wastewater treatment, in which high NO2- accumulation was resulted during the NH4+ peaks at the low-temperature period. Satisfactory TN removal could be achieved by maintaining either fixed or variable bulk NH4+ set point values calculated based on the feed disturbances (control strategies B and D). The DO limit imposed on the DO concentration manipulation to derive the desired NH4+ set point values was essential for the successful implementation of control strategies B and D. The control strategy C with constant DO concentration was not feasible for the PN/AMX process under dynamic feed disturbances. The control simulation results and the control variable sensitivity analysis indicated that the NH4+ concentration was a better control variable than the DO concentration.

Entities:  

Keywords:  ANAMMOX granular sludge; Aeration control; Model-based simulation; NH4 + set point; Nitritation

Mesh:

Substances:

Year:  2017        PMID: 28936755     DOI: 10.1007/s11356-017-0230-9

Source DB:  PubMed          Journal:  Environ Sci Pollut Res Int        ISSN: 0944-1344            Impact factor:   4.223


  20 in total

1.  Upgrading of sewage treatment plant by sustainable and cost-effective separate treatment of industrial wastewater.

Authors:  W R Abma; W Driessen; R Haarhuis; M C M van Loosdrecht
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2.  One-dimensional mixed-culture biofilm model considering different space occupancies of particulate components.

Authors:  Min Woo Lee; Jong Moon Park
Journal:  Water Res       Date:  2007-06-15       Impact factor: 11.236

3.  High-throughput sequencing-based microbial characterization of size fractionated biomass in an anoxic anammox reactor for low-strength wastewater at low temperatures.

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Journal:  Bioresour Technol       Date:  2017-01-30       Impact factor: 9.642

4.  A multispecies biofilm model.

Authors:  O Wanner; W Gujer
Journal:  Biotechnol Bioeng       Date:  1986-03       Impact factor: 4.530

Review 5.  Mainstream partial nitritation-anammox in municipal wastewater treatment: status, bottlenecks, and further studies.

Authors:  Yeshi Cao; Mark C M van Loosdrecht; Glen T Daigger
Journal:  Appl Microbiol Biotechnol       Date:  2017-01-13       Impact factor: 4.813

6.  Combined nitritation-anammox: advances in understanding process stability.

Authors:  Adriano Joss; Nicolas Derlon; Clementine Cyprien; Sabine Burger; Ilona Szivak; Jacqueline Traber; Hansruedi Siegrist; Eberhard Morgenroth
Journal:  Environ Sci Technol       Date:  2011-10-19       Impact factor: 9.028

7.  Full-scale partial nitritation/anammox experiences--an application survey.

Authors:  Susanne Lackner; Eva M Gilbert; Siegfried E Vlaeminck; Adriano Joss; Harald Horn; Mark C M van Loosdrecht
Journal:  Water Res       Date:  2014-02-25       Impact factor: 11.236

8.  Outcompeting nitrite-oxidizing bacteria in single-stage nitrogen removal in sewage treatment plants: a model-based study.

Authors:  Julio Pérez; Tommaso Lotti; Robbert Kleerebezem; Cristian Picioreanu; Mark C M van Loosdrecht
Journal:  Water Res       Date:  2014-08-28       Impact factor: 11.236

9.  Completely autotrophic nitrogen removal over nitrite in one single reactor.

Authors:  A Olav Sliekers; N Derwort; J L Campos Gomez; M Strous; J G Kuenen; M S M Jetten
Journal:  Water Res       Date:  2002-05       Impact factor: 11.236

10.  Activity and growth of anammox biomass on aerobically pre-treated municipal wastewater.

Authors:  Michele Laureni; David G Weissbrodt; Ilona Szivák; Orlane Robin; Jeppe Lund Nielsen; Eberhard Morgenroth; Adriano Joss
Journal:  Water Res       Date:  2015-05-01       Impact factor: 11.236

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  2 in total

1.  Partial denitrification coupled with immobilization of anammox in a continuous upflow reactor.

Authors:  Weiqi Wang; Xiujie Wang; Siyu Wang; Jun Li
Journal:  RSC Adv       Date:  2018-09-14       Impact factor: 4.036

2.  Modeling and multi-objective optimization for ANAMMOX process under COD disturbance using hybrid intelligent algorithm.

Authors:  Bin Xie; Yong-Wen Ma; Jin-Quan Wan; Yan Wang; Zhi-Cheng Yan; Lin Liu; Ze-Yu Guan
Journal:  Environ Sci Pollut Res Int       Date:  2018-05-15       Impact factor: 4.223

  2 in total

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