| Project/Area Number |
62550401
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
都市工学・衛生工学
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| Research Institution | MIYAZAKI UNIVERSITY |
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Principal Investigator |
WATANABE Yoshimasa PROFESSOR,DEPARTMENT OF CIVIL ENG.,MIYAZAKI UNIVERSITY, 工学部, 教授 (00040999)
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| Co-Investigator(Kenkyū-buntansha) |
MASUDA Sumio RESEARCH ASSOCIATE, DEPARTMENT OF CIVIL ENG.,MIYAZAKI UNIVERSITY, 工学部, 助手 (70117422)
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| Project Period (FY) |
1987 – 1988
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| Project Status |
Completed (Fiscal Year 1988)
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| Budget Amount *help |
¥1,800,000 (Direct Cost: ¥1,800,000)
Fiscal Year 1988: ¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 1987: ¥1,100,000 (Direct Cost: ¥1,100,000)
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| Keywords | ROTATING BIOLOGICAL CONTACTOR / BIOFILM / EXTERNAL DIFFUSION / EDDIES / 回転円板法 / 生物膜 / 固液分離 / 物質移動 / 微細突起 / 表面渦 / 網状メディア / はく離 |
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| Research Abstract |
A new disk media,i.e.,reticulated media with the surface protrusions,has been proposed to promote the external diffusion of soluble substrates to the biofilm attached to the Rotating Biological contactor(RBC).The height of protrusions was 5 mm. The diffusion layer thickness with 8 protrusions at 2 rpm was about 100 m,while it was about 200 m without protrusion. In order to reduce the disk weight,a reticulated media was used and it was found that the biofilm was well developed on this type of media, and ammonia fluxes were the almost the same in the solid and reticulated media.
In a conventional RBC system,the final clarifier has been used to separate the treated waste-water and detached biomass. The detached biomass is exposed to the turbulent shear in the trough during the transport process to the final clarifier. Such an exposure breaks down the detached biomass into smaller particles which can not settle in the clarifier. As a result,it has been reported that the effluent from the RBC system containes a lot of small organic particles which offer the additional BOD. in this research,a two-story RBC was constructed to achieve the simul-taneous removal of the detached biomass in the trough. Its upper part and lower part function as the RBC and storage space of the settled biomass,respectively. The two-story RBC was operated in a four-staged unit. Experimental investigation showed that the removal efficiency of detavhed biomass in the two-story RBC was very hig to result in the effluent suspended solid concentra-tion of about 10 ppm. It means that the final clarifier may not be necessary in the two-story RBC
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