Design and evaluation of hydraulic baffled-channel PAC contactor for taste and odor removal from drinking water supplies

• Published in: Water research (Oxford) Vol. 41; no. 10; pp. 2256 - 2264
• Main Authors: Kim, Young-Il, Bae, Byung-Uk
• Format: Journal Article
• Language: English
• Published: Oxford Elsevier Ltd 01.05.2007; Elsevier Science
• Subjects: activated carbon; adsorbents; Adsorption; Applied sciences; Baffled-channel PAC contactor; design; Drinking; drinking water; Exact sciences and technology; fluid mechanics; Humans; kinetics; Korea; Odorants - analysis; off flavors; off odors; Optimal design; Other industrial wastes. Sewage sludge; Pilot Projects; Pollution; Powdered activated carbon (PAC); processing equipment; Smell; spatial distribution; Taste; Taste and odor (T&O); velocity; Velocity gradient; Wastes; water flow; Water Purification - methods; water quality; Water Supply - standards; water treatment; Water treatment and pollution; South Korea; Taste and odor (T&O); Baffled-channel PAC contactor; Velocity gradient; Powdered activated carbon (PAC); Optimal design; Drinking water; Water treatment; Water supply; Hydrodynamics; Retention time; Plug flow; Adsorption; Activated carbon; Taste; Kinetics; Odor; Tracers
• ISSN: 0043-1354; 1879-2448
• DOI: 10.1016/j.watres.2007.02.005

Based on the concept of hydraulic flocculator, a baffled-channel powdered activated carbon (PAC) contactor, placed before the rapid-mixing basin, was designed and evaluated for removal of taste and odor (T&O) in drinking water. PAC adsorption kinetic tests for raw water samples were conducted for selection of design parameters related to contact time and degree of mixing. Within the tested range of velocity gradient ( G) from 18 to 83 s −1, mixing had a relatively minor effect on the adsorption kinetics of the PAC. The hydrodynamic characteristics of the pilot-scale horizontally and vertically baffled-channel PAC contactor were investigated by tracer tests. It was found that the plug flow fractions of vertically baffled-channel PAC contactor (vBPC) were higher than those of the horizontally baffled-channel PAC contactor (hBPC) for the same bend width or bend height. However, the hBPC seems to be more appropriate than the vBPC in terms of construction and maintenance. The geosmin and MIB removal rate increased with the number of baffles, PAC dose and contact time increased regardless of bend width in the pilot-scale hBPC. The pair of full-scale hBPCs at Pohang water treatment plant, having a design capacity of 6.5×10 4 m 3/d with 20 min of hydraulic retention time with a safety factor of 2, was designed based on lab- and pilot-scale experimental results. Under a velocity gradient of 20 s −1, the number of baffles to be installed was calculated to be 20 with a space of about 2 m between each baffle, resulting in a hydraulic head loss through the contactor of about 0.056 m. The successful application of hBPC for T&O removal from drinking water supplies should provide momentum for developing more effective treatment methods.