Tomohiro Okadera

Dr. Tomohiro Okadera

orcid

Research Focus & Metrics

Academic Career Length

28Years (1999-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 January 2013 in Science of The Total Environment
Verified
Journal Article
Closed access
Huijuan DONGHuijuan DONG
Huijuan DONG
Yong GengYong Geng
Yong Geng
JSJoseph Sarkis
Joseph Sarkis
TFTsuyoshi Fujita
Tsuyoshi Fujita
TOTomohiro Okadera
Tomohiro Okadera
BXBing Xue
Bing Xue


1 March 2015 in Energy Policy
Verified
Journal Article
Closed access
TOTomohiro Okadera
Tomohiro Okadera
Yong GengYong Geng
Yong Geng
TFTsuyoshi Fujita
Tsuyoshi Fujita
Huijuan DONGHuijuan DONG
Huijuan DONG
ZLZhu Liu
Zhu Liu
TKTakaaki Kanazawa
Takaaki Kanazawa

1 December 2014 in Energy
Verified
Journal Article
Closed access
TOTomohiro Okadera
Tomohiro Okadera
JCJaruwan Chontanawat
Jaruwan Chontanawat
Shabbir GheewalaShabbir Gheewala
Shabbir Gheewala

10 May 2014 in Bioprocess and Biosystems Engineering
Verified
Journal Article
Closed access
PDF file
TOTakashi Onodera
Takashi Onodera
WYWilasinee Yoochatchaval
Wilasinee Yoochatchaval
HSHaruhiko Sumino
Haruhiko Sumino
MMMotoyuki Mizuochi
Motoyuki Mizuochi
TOTomohiro Okadera
Tomohiro Okadera
Kazuaki SyutsuboKazuaki Syutsubo
Kazuaki Syutsubo

17 June 2014 in Water Science & Technology
Verified
Journal Article
Closed access
PDF file
WYWilasinee Yoochatchaval
Wilasinee Yoochatchaval
TOTakashi Onodera
Takashi Onodera
HSHaruhiko Sumino
Haruhiko Sumino
TYTakashi Yamaguchi
Takashi Yamaguchi
MMMotoyuki Mizuochi
Motoyuki Mizuochi
KSKazuaki Syutsubo
Kazuaki Syutsubo
The process performance of a down-flow hanging sponge (DHS) reactor for treating low strength sewage (biochemical oxygen demand (BOD) 20–50 mg/L) was investigated in Bangkok, Thailand. The hydraulic retention time (HRT) was set at 4 h during the start-up period and was reduced to 1.5 h in a stepwise manner. Throughout the 300-day operational period, the DHS reactor shows high performance with respect to the removal of total suspended solid (>90% total suspended solid removal efficiency). No clogging of sponge media was observed in response to the self-digestion phenomena of the biofilm. At a HRT of 1.5 h, the BOD removal efficiency was sufficiently high (about 85%). The pathogen Escherichia coli and other coliform bacteria were removed almost completely as well (removal was 99.4% and 98.1%, respectively). Regarding the retained sludge activity measurement, the nitrite oxidation rate was higher than the ammonium oxidation rate (0.031 and 0.022 gram of nitrogen per gram of volatile suspended solids per day, respectively). In the 300 days of operation, the amount of excess sludge production was negligible. Thus, no sludge treatment system is required. Introduction of the DHS system in developing countries is recommended because this system requires a relatively small area, and has low electricity consumption and operation costs.