Abstract:This paper presents the development and implementation of a real-time control strategy based
on end-point detection of biological reactions responsible for carbon and nitrogen removal in
order to optimize the sequencing batch reactor (SBR) process. The control system is an algorithm
that automatically adjusts the cycle length to the influent wastewater characteristics according
to the end points. The algorithm acts in the reaction phases of the SBR cycle using the oxygen
uptake rate (OUR) and oxidation−reducti… Show more
“…Total nitrogen was calculated as the sum of N-TKN, nitrite and nitrate concentrations, as mg N-TN L −1 ). The calculation of the offline oxygen uptake rate (OUR, mg O 2 L −1 h −1 ) was based on the oxygen mass balance in a well-mixed region of the PN-SBR, in accordance with Puig et al 20 As long as the oxygen concentration in the reactor was controlled by an ON/OFF control, OUR was calculated when no aeration was conducted from the decrease in DO as a function of time. For this specific case, it was assumed that the dissolved oxygen contribution of the inflow was negligible.…”
BACKGROUND: In recent years, new technologies have been developed to deal with streams with high nitrogen loads, most of them based on the anammox process. As a first step in this process, ammonium has to be partially oxidized to nitrite. This partial nitritation is usually carried out through the SHARON process. However, it can also be achieved using other configurations (sequencing batch reactor or biofilm airlift, among others). The aim of this paper is to compare two different feeding strategies (fed-batch and step-feed) for the operation of a partial nitritation-sequencing batch reactor (PN-SBR) treating raw urban landfill leachate.
“…Total nitrogen was calculated as the sum of N-TKN, nitrite and nitrate concentrations, as mg N-TN L −1 ). The calculation of the offline oxygen uptake rate (OUR, mg O 2 L −1 h −1 ) was based on the oxygen mass balance in a well-mixed region of the PN-SBR, in accordance with Puig et al 20 As long as the oxygen concentration in the reactor was controlled by an ON/OFF control, OUR was calculated when no aeration was conducted from the decrease in DO as a function of time. For this specific case, it was assumed that the dissolved oxygen contribution of the inflow was negligible.…”
BACKGROUND: In recent years, new technologies have been developed to deal with streams with high nitrogen loads, most of them based on the anammox process. As a first step in this process, ammonium has to be partially oxidized to nitrite. This partial nitritation is usually carried out through the SHARON process. However, it can also be achieved using other configurations (sequencing batch reactor or biofilm airlift, among others). The aim of this paper is to compare two different feeding strategies (fed-batch and step-feed) for the operation of a partial nitritation-sequencing batch reactor (PN-SBR) treating raw urban landfill leachate.
“…Control strategies based on two indirect parameters: control strategies based on two indirect parameters are generally based on DO, pH, ORP, and OUR. There are 16 such strategies in theory, but most studies conducted to date have focused on either ORP and pH type strategies [62][63][64][65][66][67][68][69][70][71][72], ORP and OUR type strategies [73,74], ORP and DO type strategies [75], and pH and DO type strategies [76,77]. Of these, ORP and pH type strategies are the most commonly applied, while the others are relatively rare.…”
Section: Control Strategies Based On At Least Two Parametersmentioning
Review
Progress in the Development of Control Strategies for the SBR ProcessThe sequencing batch reactor (SBR) process has shown great success in the treatment of industrial wastewater from intermittent discharge factories and for the treatment of domestic wastewater from medium or small towns. As automation technology has developed, many studies have been conducted to determine the optimal conditions for the SBR process. This review outlines the progress and application of control strategies that have been developed for the SBR process and provides a summary and comparison of the advantages and disadvantages of various control strategies, especially fixed-time control strategies and various real-time control strategies. Moreover, an analysis and discussion of novel optimal control methods for biologic nutrient removal are provided. Although previous studies in this field have greatly enriched our understanding of SBR systems, it is clear that many unsolved problems remain. Therefore, a summary of unanswered questions regarding control strategies for the SBR process is provided and future research directions are suggested.
“…A reference scenario (fixed cycle configuration and fixed DO set point) was compared with two RTCS that use the OUR (oxygen uptake rate) as a key variable to control the process [21][22][23]. simple architecture of one input and one output.…”
The purpose of this paper is to refine the BIOMATH calibration protocol for SBR systems, in particular to develop a pragmatic calibration protocol that takes advantage of SBR information-rich data, defines a simulation strategy to obtain proper initial conditions for model calibration and provides statistical evaluation of the calibration outcome. The updated calibration protocol is then evaluated on a case study to obtain a thoroughly validated model for testing the flexibility of an N-removing SBR to adapt the operating conditions to the changing influent wastewater load. The performance of reference operation using fixed phase length and dissolved oxygen set points and two real-time control strategies is compared to find optimal operation under dynamic conditions. The results show that a validated model of high quality is obtained using the updated protocol and that the optimization of the system's performance can be achieved in different manners by implementing the proposed control strategies.
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