Issue
Korean Journal of Chemical Engineering,
Vol.25, No.3, 553-557, 2008
Non-steady state estimation of biodegradability of dyeing wastewater using respirometer
Dyeing wastewater is notorious for its non-readily-biodegradability because it contains various kinds of refractory chemicals. To set up a strategy for controlling the dyeing wastewater discharged into conventional wastewater treatment plants, obtaining bio-kinetic information such as maximum specific growth rate (μmax) and half saturation constant (Ks) should first be done. To estimate the biodegradability of the dyeing wastewater, bio-kinetic constants of the artificially formulated dyeing wastewater containing 33 different dyes and auxiliaries were determined by using a respirometer. Activated sludge acclimated to the artificial dyeing wastewater was inoculated to the respirometer and the bio-kinetic constants were determined from oxygen uptake data. The μmax was found to 0.06 hr.1, which is 3 to 15 times smaller than that of the typical activated sludge for sewage treatment. The Ks was found to 210 mg/L, which was 3.5 to 21 times higher than that of the normal activated sludge.
[References]
  1. Ciardelli G, Ranieri N, Water Res., 35, 567, 2001
  2. Georgiou D, Hatiras J, Aivasidis A, Enzyme Microb. Technol., 37(6), 597, 2005
  3. Kong Z, Vanrolleghem P, Willems P, Verstraete W, Water Res., 30, 825, 1996
  4. Mohan PK, Nakhla G, Yanful EK, Water Res., 40, 533, 2006
  5. APHA, AWWA, WEF, Standard methods for the examination of water and wastewater, American Water Works Association, Washington D.C., 19th Edition, 1995
  6. Standard methods for water quality determination in Korea, Dongwha publisher, Seoul, 2005
  7. Gaudy FRAF, Design and operation of activated sludge processes using respirometry, Lewis Publishers, Ann Arbor, 1992
  8. Tchobaonglous G, Schroeder ED, Water quality, Addison Wesley, 1987
  9. Eddy and Metcalf Inc. Wastewater engineering treatment and reuse, 4th Edition, McGraw-Hill, 2003
  10. Chang IS, Hur HW, Cho YJ, J. of Korean Society of Environmental Engineers, 21, 517, 1999