Application of the IAWQ activated sludge model to nutrient removal process

1997 ◽  
Vol 35 (8) ◽  
2011 ◽  
Vol 13 (4) ◽  
pp. 575-595 ◽  
Author(s):  
Giorgio Mannina ◽  
Alida Cosenza ◽  
Peter A. Vanrolleghem ◽  
Gaspare Viviani

Activated sludge models can be very useful for designing and managing wastewater treatment plants (WWTPs). However, as with every model, they need to be calibrated for correct and reliable application. Activated sludge model calibration is still a crucial point that needs appropriate guidance. Indeed, although calibration protocols have been developed, the model calibration still represents the main bottleneck to modelling. This paper presents a procedure for the calibration of an activated sludge model based on a comprehensive sensitivity analysis and a novel step-wise Monte Carlo-based calibration of the subset of influential parameters. In the proposed procedure the complex calibration issue is tackled both by making a prior screening of the most influential model parameters and by simplifying the problem of finding the optimal parameter set by splitting the estimation task into steps. The key point of the proposed step-wise procedure is that calibration is undertaken for sub-groups of variables instead of solving a complex multi-objective function. Moreover, even with this step-wise approach parameter identifiability issues may occur, but this is dealt with by using the general likelihood uncertainty estimation (GLUE) method, that so far has rarely been used in the field of wastewater modelling. An example from a real case study illustrates the effectiveness of the proposed methodology. Particularly, a model was built for the simulation of the nutrient removal in a Bardenpho scheme plant. The model was successfully and efficiently calibrated to a large WWTP in Sicily.


2020 ◽  
Vol 146 (4) ◽  
pp. 04020008
Author(s):  
Ahmed M. Al Madany ◽  
Mostafa M. El-Seddik ◽  
Khalid Zaher Abdallah

RSC Advances ◽  
2020 ◽  
Vol 10 (5) ◽  
pp. 2495-2506
Author(s):  
Hai Cui ◽  
Shan-Shan Yang ◽  
Ji-Wei Pang ◽  
Hai-Rong Mi ◽  
Chen-Chen Nuer ◽  
...  

An extended activated sludge model no. 2 provides a new recognition of the contributions of both loosely- and tightly-bound EPS into phosphorus removal by incorporating their formation and degradation processes during the anaerobic–aerobic cycle.


1997 ◽  
Vol 35 (8) ◽  
pp. 111-118 ◽  
Author(s):  
T. Mino ◽  
D. C. San Pedro ◽  
S. Yamamoto ◽  
T. Matsuo

IAWQ Activated Sludge Model No.2, with the parameter values recommended by the IAWQ Task Group, was capable of predicting the behavior of a nutrient removal activated sludge pilot plant in Japan rather well except for the profile of NH4-N and NOx-N. The model was calibrated for the process and procedures for the calibration of the model are proposed. By applying the proposed calibration procedures, Activated Sludge Model No.2 has been satisfactorily calibrated to simulate the steady state behavior of the process in terms of organic matter and nitrogen removal. but, sometimes, selection of the specific growth rate of nitrifiers gives very sensitive effect on nitrate concentration in the effluent. It is indicated that the rate of anaerobic processes is affected by hydrolysis of particulate organic or slowly biodegradable substrates, and the hydrolysis can be the rate limiting step of the removal of organic matters or, sometimes, nitrogen and phosphorus. At the moment, it is rather risky to estimate the anaerobic hydrolysis rate, the anaerobic substrate uptake rate by phosphate accumulating organisms and the PHA yield with respect to polyphosphate utilization simultaneously only by using static data. The present case shows how relevant calibration procedures can be developed with limited static data.


1994 ◽  
Vol 28 (3) ◽  
pp. 511-520 ◽  
Author(s):  
S.H. Isaacs ◽  
M. Henze ◽  
H. Søeberg ◽  
M. Kümmel

1993 ◽  
Vol 26 (2) ◽  
pp. 211-214
Author(s):  
S.H. Isaccs ◽  
M. Henze ◽  
H. Søeberg ◽  
M. Kümmel

1995 ◽  
Vol 31 (2) ◽  
pp. 55-66 ◽  
Author(s):  
S. Isaacs ◽  
J. A. Hansen ◽  
K. Schmidt ◽  
M. Henze

Three series of data obtained in a pilot-scale alternating-type activated sludge nutrient removal process are examined in light of the recently introduced Activated Sludge Model No. 2 (ASM2). The first data series was collected while adding acetate to the inlet to improve phosphate removal. ASM2 can explain why phosphate levels first rise before an improvement occurs based on a slow build-up of internally stored polyhydroxyalkanoates (PHA). The second and third data series represent batch experiments performed in the pilot plant, and show the effect of nitrate on phosphate release. ASM2 could describe the second data series well after including one additional reaction to account for denitrification by phosphate accumulating organisms. The third data series examines the effect of the rate of acetate addition, and shows that this affects the rate of anoxic phosphate release more strongly than it does the denitrification rate.


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