| Project/Area Number |
16201018
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| Research Category |
Grant-in-Aid for Scientific Research (A)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Environmental technology/Environmental materials
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| Research Institution | Hiroshima University (2007)
Nagaoka University of Technology (2004-2006) |
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Principal Investigator |
OHASHI Akiyoshi Hiroshima University, Graduate School of Engineering, Professor (70169035)
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| Co-Investigator(Kenkyū-buntansha) |
HARADA Hideki Tohoku University, Graduate School of Engineering, Professor (70134971)
IMACHI Hiroyuki HIROSHIMA UNIVERSITY, Japan Agency for Marine-Earth Science and Technology Extremobiosphere Research Center, Research Associate (20361933)
UEMURA Shigeki HIROSHIMA UNIVERSITY, Kisarazu National College of Technology Civil and Environment Course, Associate Professor (60300539)
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| Project Period (FY) |
2004 – 2007
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| Project Status |
Completed (Fiscal Year 2007)
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| Budget Amount *help |
¥47,580,000 (Direct Cost: ¥36,600,000、Indirect Cost: ¥10,980,000)
Fiscal Year 2007: ¥10,920,000 (Direct Cost: ¥8,400,000、Indirect Cost: ¥2,520,000)
Fiscal Year 2006: ¥11,310,000 (Direct Cost: ¥8,700,000、Indirect Cost: ¥2,610,000)
Fiscal Year 2005: ¥11,960,000 (Direct Cost: ¥9,200,000、Indirect Cost: ¥2,760,000)
Fiscal Year 2004: ¥13,390,000 (Direct Cost: ¥10,300,000、Indirect Cost: ¥3,090,000)
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| Keywords | sewage treatment / UASB / DHS / nitrogen removal / phosphate recovery / methane recovery / less excess sludge / microbial analysis / 分子生物学 / 硝化・脱窒 |
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| Research Abstract |
Conventional sewage treatment systems such as activated sludge process are considered to be not suitable in developing counties due to high cost and much energy requirement. An “appropriate technology" of sewage treatment must be developed for developing countries. UASB is one of attractive technologies in developing countries because it guarantees low costs in construction and operation, production of energy as methane, and less excess sludge. However UASB cannot meet discharge criteria, so that some following reactor is needed to polish up UASB effluent without losing UASB advantages. As the appropriate system, we have proposed DHS (Down-flow Hanging Sponge) reactor containing polyurethane sponges as substratum to retain biomass. The concept is similar to that of tricking filter, except that the packing material is sponge, resulting in a significant increase in entrapped biomass and thus longer solid retention time (SRT). Without submerging sponges in DHS, oxygen is supplied from the air to dissolve into wastewater flowing down on the surface and inside. Therefore, there is no need for external aeration or any other energy inputs. Moreover, excess sludge production from DHS is negligible small as longer SRT provides considerable time for autolysis of sludge in the reactor. From these reasons mentioned, the combined system of UASB and DHS reactors would be also applicable for developed countries. In this study we investigated performances of a demonstration-scale DHS reactor with a treatment capacity of1,000m^3・d^<-1> installed in India and a lab-scale DHS reactor set-up in Nagaoka municipal sewage treatment plant site, which were receiving effluents of UASB reactors treating actual wastewater. In addition, new technologies of nutrient removal of nitrogen and phosphate using DHS reactor have been innovated. The results demonstrated that the combined system of UASB and DHS reactors has an ability to become dominant even in developed countries.
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