Skip to main navigation Skip to search Skip to main content

Cross-flow versus counterflow air-stripping towers

Research output: Contribution to journalArticlepeer-review

Abstract

Mass-transfer and pressure-drop packing performance correlations are used together with tower design equations and detailed cost models to compare the effectiveness of cross-flow and counterflow air stripping towers over a wide range of contaminant volatility. Cross-flow towers are shown to offer a significant economic advantage over counterflow towers when stripping low volatility contaminants primarily due to savings in energy costs. These savings increase as contaminant volatility decreases and as water flow rate increases. A further advantage of the cross-flow configuration is that it extends the feasible operating range for air stripping as cross-flow towers can accommodate higher air-to-water flow ratios than conventional counterflow towers. Finally it is shown that the optimized least-cost design for both counterflow and cross-flow towers varies with Henry's law constant, water flow rate, and percent removal, but that the optimum is virtually insensitive to other cost and operating variables. This greatly simplifies the tower design procedure.

Original languageEnglish (US)
Article number12957
Pages (from-to)668-674
Number of pages7
JournalJournal of Environmental Engineering (United States)
Volume123
Issue number7
DOIs
StatePublished - Jul 1997

ASJC Scopus subject areas

  • Environmental Engineering
  • Environmental Chemistry
  • Civil and Structural Engineering
  • General Environmental Science

Fingerprint

Dive into the research topics of 'Cross-flow versus counterflow air-stripping towers'. Together they form a unique fingerprint.

Cite this