Pilot-scale experiment of down-flow hanging sponge for direct treatment of low-strength municipal wastewater in Bangkok, Thailand

被引:0
|
作者
Takashi Onodera
Wilasinee Yoochatchaval
Haruhiko Sumino
Motoyuki Mizuochi
Tomohiro Okadera
Tsuyoshi Fujita
Pathan Banjongproo
Kazuaki Syutsubo
机构
[1] National Institute for Environmental Studies,Department of Environmental Engineering, Faculty of Engineering
[2] King Mongkut’s University of Technology Thonburi,Department of Civil Engineering
[3] Gifu National College of Technology,Department of Drainage and Sewerage
[4] Bangkok Metropolitan Administration,undefined
来源
Bioprocess and Biosystems Engineering | 2014年 / 37卷
关键词
Municipal wastewater treatment; Low strength; Down-flow hanging sponge; Sponge media; Sludge retention;
D O I
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中图分类号
学科分类号
摘要
A pilot-scale experiment of a down-flow hanging sponge (DHS) reactor for treatment of low-strength municipal wastewater was conducted over 1 year in Bangkok, Thailand, to establish an appropriate method for treatment under tropical climate conditions. Municipal wastewater with an average BOD of 19 mg/L was fed directly into the DHS reactor. Superior effluent quality (5.1 ± 3.4 mg/L TSS, 21.1 ± 9.0 mg/L COD, 2.8 ± 1.4 mg/L BOD, and 4.1 ± 1.0 mg/L TN) was achieved at a hydraulic retention time (HRT) of 1 h under an average temperature of 30 °C. The DHS reactor reached an actual HRT of 19.0 min, indicating good contact efficiency between wastewater and retained sludge. The DHS reactor retained dense sludge at 15.3–26.4 g VSS/L based on the sponge media volume. The sludge activity in terms of specific oxygen uptake rate was good. Excess sludge was produced as 0.051 g TSS/g COD removed (0.11 g TSS/g BOD removed), and a good SVI of 28 mL/g was observed. The sufficient performance was attributed to dense sludge with high activity, regardless of the low-strength wastewater. Overall, the DHS was advantageous owing to its simple operation, lack of operational problems, and low power consumption.
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页码:2281 / 2287
页数:6
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