scholarly journals Physical Property Modeling of Solvent-Based Carbon Capture Processes with Uncertainty Quantification and Validation with Pilot Plant Data

2017 ◽  
Author(s):  
Joshua Cole Morgan
2018 ◽  
Vol 57 (31) ◽  
pp. 10464-10481 ◽  
Author(s):  
Joshua C. Morgan ◽  
Anderson Soares Chinen ◽  
Benjamin Omell ◽  
Debangsu Bhattacharyya ◽  
Charles Tong ◽  
...  

1952 ◽  
Vol 44 (3) ◽  
pp. 449-449
Author(s):  
C DeWitt ◽  
M Livingood ◽  
K Miller
Keyword(s):  

2019 ◽  
Vol 58 (5) ◽  
pp. 1978-1993 ◽  
Author(s):  
Anderson Soares Chinen ◽  
Joshua C. Morgan ◽  
Benjamin Omell ◽  
Debangsu Bhattacharyya ◽  
David C. Miller

1992 ◽  
Vol 25 (4-5) ◽  
pp. 383-389 ◽  
Author(s):  
H. Melcer ◽  
J. Bell ◽  
D. Thompson

Pilot plant and full scale investigations were carried out to determine the fate of selected volatile organic compounds (VOCs) in activated sludge aeration basins. Treatability parameters for each VOC were estimated from these investigations and used to calibrate TOXCHEM, computer-based steady state and dynamic models developed to predict the fate of VOCs in municipal activated sludge systems. The pilot plant was fed with wastewater from two different municipal sources. It was operated in parallel with a municipal treatment plant and was found to adequately simulate the performance of the full scale plant. Data suggest that the current models, calibrated with pilot plant data, may produce useful predictions of the fate of VOCs in full scale plants.


1993 ◽  
Vol 28 (10) ◽  
pp. 73-81 ◽  
Author(s):  
F. Brissaud ◽  
J. Lesavre

A survey was carried out during the late '80s over 7 infiltration percolation plants, serving populations ranging between 400 and 1700. With sand depths, hydraulic loads, influent COD and NTK concentrations respectively ranging from 0.6 to 0.2 m, 0.07 to 0.77m/day, 820 to 75 and 70 to 10 mg/l, and with different operating schedules, this set of plants displays a wide spectrum of infiltration percolation in use. When plants are suitably designed, sized and operated, primary effluents oxidation is very effective and current EEC quality standards for wastewater treatment plant effluents are matched. Disinfection is poor, below the level expected from laboratory and pilot plant data. This is due to non-uniform spreading of the influents on the infiltration areas and exceedingly short circuits and short water detention times in the sand beds. Based on a theoretical approach and on data obtained from these and many other plants, a sizing methodology is provided. Recommended improvements in the spreading technology, as well as in the plant design and management, should lead to more reliable oxidation and disinfection performance


2015 ◽  
Vol 496 ◽  
pp. 48-57 ◽  
Author(s):  
Lloyd S. White ◽  
Xiaotong Wei ◽  
Saurabh Pande ◽  
Tony Wu ◽  
Timothy C. Merkel

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