Title
Modeling The Permeate Transient Response To Perturbations From Steady State In A Nanofiltration Process
Keywords
Membrane; Modeling; Permeate water quality; Transient response
Abstract
Knowledge of the transient response to perturbations from steady state is of importance in treatment processes in order to predict the time required to achieve the maximum effect of any feed water concentration change. Experimentation was conducted to evaluate the membrane permeate transient response for single-stage and three-stage nanofiltration membrane systems when each system's feed water experienced a perturbation in water quality with a sudden increase in chloride. The transient response of a single nanofiltration membrane was described by a first order system with a time constant of 3.8 min. The transient response to a permeate concentration change in a nanofiltration membrane process was 99% realized in 7 min. Mathematical models were developed that accurately described permeate chloride concentrations as a function of time after a step-change occurred in feed water chloride concentration levels feeding the systems. Results indicate that first order modeling is satisfactory for the description of the transient response of staged nanofiltration systems. © 2009 Desalination Publications.
Publication Date
1-1-2009
Publication Title
Desalination and Water Treatment
Volume
1
Issue
1-3
Number of Pages
7-16
Document Type
Article
Personal Identifier
scopus
DOI Link
https://doi.org/10.5004/dwt.2009.165
Copyright Status
Unknown
Socpus ID
77954183943 (Scopus)
Source API URL
https://api.elsevier.com/content/abstract/scopus_id/77954183943
STARS Citation
Duranceau, Steven J., "Modeling The Permeate Transient Response To Perturbations From Steady State In A Nanofiltration Process" (2009). Scopus Export 2000s. 12329.
https://stars.library.ucf.edu/scopus2000/12329