Pilot Plant Study on the Use of Chlorine Dioxide and Granular Activated Carbon

Author(s):  
BEN. W. LYKINS ◽  
JACK DeMARCO
1984 ◽  
Vol 6 (2) ◽  
pp. 71-86 ◽  
Author(s):  
Wayne F. Lorenz ◽  
K. Daniel Linstedt ◽  
Edwin R. Bennett

1982 ◽  
Vol 14 (6-7) ◽  
pp. 619-627
Author(s):  
A Netzer ◽  
J L McNutt

The Duck Creek Wastewater Treatment Plant is a combined municipal-industrial wastewater treatment facility serving a municipal population of over 200,000 and an industrial community of over 600 various light industries. This 30 MGD treatment facility operates in a split-stream mode, with 7.5 MGD treated by biological processes and 22.5 MGD treated by physical-chemical processes. Final treatment for both systems is supposed to consist of granular activated carbon treatment and chlorine disinfection. Problems in operation and implementation of the granular activated carbon systems for the combined biological and physical-chemical treatment effluents prompted The University of Texas at Dallas to design and construct a pilot plant facility composed of 5 pilot plant systems. This facility provides for evaluation of granular activated carbon (GAC) treatment and preozonated granular activated carbon (POGAC) treatment for biologically, physically-chemically, and blended (biologically and physically-chemically) treated wastewater effluents simultaneously. The UTD-Duck Creek Pilot Plant Facility has been operating since November, 1979, demonstrating the improved operation and treatment efficiency of preozonated granular activated carbon treatment for biologically, physically-chemically, and blended wastewater effluents. In addition to improved treatment efficiency demonstrated by the preozonated granular activated carbon systems, average operational life prior to bed exhaustion was extended from an average 70 days for GAC to over 300 operational days for POGAC.


1988 ◽  
Vol 20 (8-9) ◽  
pp. 275-281 ◽  
Author(s):  
K. Terashima

The reduction of the musty odor substances 2-methylisoborneo1 (MIB) and geosmin, was investigated using a 60m3/day scale pilot plant. The ozone dose rate of 2-5mg/l was sufficient for the reduction of MIB and geosmin, and their reduction rates were between 75-100%. Two rapid sand filtrates, one pre-chlorinated and the other not pre-chlorinated,were introduced to the granular activated carbon (GAC) filters. Depending on which influent was used, the reduction rates were different and the GAC filter which filtered the water without pre-chlorination maintained its effectiveness in removing MIB and geosmin longer than the other. On the basis of these results, a 2000m3/day scale demonstration plant was constructed. The results of 1 year operation demonstrated the effectiveness of the method in removing musty odor substances from a large city water supply.


1995 ◽  
Vol 17 (4) ◽  
pp. 449-462 ◽  
Author(s):  
T.K. Kainulainen ◽  
T.A. Tuhkanen ◽  
T.K. Vartiainen ◽  
P.J. Kalliokoski

2020 ◽  
Author(s):  
Feng Xiao ◽  
Bin Yao ◽  
Pavankumar Challa Sasi ◽  
Svetlana Golovko ◽  
Dana Soli ◽  
...  

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