Environmental Engineering Program
Date of this Version
Spring 5-2011
Document Type
Article
Abstract
Sorption systems are a prevalent technology in the field of environmental engineering for treating waters contaminated with organic and/or inorganic compounds. Examples of such contaminants include taste and odor, hardness, disinfection byproduct precursors, and arsenic.
The primary operating costs for these sorption systems lie in sorbent replacement. Different column arrangements and the use of bypass blending have the potential to reduce sorbent usage. Thus, this research aimed to develop a decision framework to assist engineers and practitioners in considering when to apply single columns, parallel columns, and lead-lag series configurations, with and without bypass, based on sorbent usage rate. This framework utilized two parameters that were found to influence the overall performance of each configuration option. These parameters were a normalization of the breakthrough curve, expressed as a ratio of the mass transfer zone length to the lag length (MTZ:Lag), and the normalized treatment objective (C/Co). Based on these parameters, comparisons of the performance of various configurations, both with and without bypass, could be developed.
The following conclusions were formed based on this research:
- Systems operated at low MTZ:Lag ratios have the ability to yield significant savings in sorbent usage with the use of bypass over arrangements without bypass in single column or lead-lag arrangements.
- Systems with high MTZ:Lag ratios can benefit from the use of a lead-lag series configuration to increase column bed life and reduce sorbent usage rate, with or without bypass.
- Parallel column configurations can offer significant savings in sorbent usage, particularly in systems with higher treatment objectives and high MTZ:Lag ratios.
- Single column configurations without bypass remain competitive with other configurations for systems with low MTZ:Lag ratios (< about 0.5) and low treatment objectives (<0.2).
Advisor: Bruce I. Dvorak
Comments
A THESIS Presented to the Faculty of The Graduate College at the University of Nebraska In Partial Fulfillment of Requirements For the Degree of Master of Science, Major: Environmental Engineering, Under the Supervision of Professor Bruce I. Dvorak. Lincoln, Nebraska: May, 2011
Copyright 2011, Benjamin A. Stewart