• Title/Summary/Keyword: Micro Bubble Process (MBP)

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Improvement of Medium and Small Urban Stream Water Quality and Applicability of Design Factor Using Biological and Physicochemical Processing (도심지역 내 중·소하천 수질 개선을 위한 가압부상 및 관로형 미생물 부착 공정 적용에 관한 연구)

  • Kim, Moon-Ki;Choi, Jung-Su;Kim, Sam-Ju;Kim, Hyun-Gu
    • Journal of Korean Society of Environmental Engineers
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    • v.35 no.7
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    • pp.509-517
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    • 2013
  • The purpose of this study is to assess the applicability of device-type stream coagulation process which combines physiochemical, biological processing for efficient improvement of water quality in small, middle-sized urban streams. The stream purification facility of this study is compose of pressure flotation type Micro Bubble Process(MBP) to remove TSS and TP and conduit line type Attached Microbial Pipe System(AMPS) to remove BOD. Test conditions of each device were set by floating stay time and change of ultra fine bubble injection amount of MBP, and change of AMPS stay time. Also, removal efficiency of pollution sources of each process were assess by change of season. As result of continuous operation of each process, MBP showed a maximum of TSS 83.69%, TP 95.15% process efficiency and AMPS showed a maximum of 52.95% TBOD5 removal efficiency. Also as result of circular operation of each process, MBP showed a maximum of TSS 69.75%, TP 70.17% process efficiency and AMPS showed a maximum of 68.58% TBOD5 removal efficiency. Therefore, it is considered that this stream coagulation process is effective in improving the water quality of streams in urban areas.

A Study on the Equipment Type of Stream Purification System that Applies Combined Physicochemical and Biological Treatment (물리·화학적 및 생물학적 처리가 결합된 장치형 하천정화 시스템에 관한 연구)

  • Eom, Han Ki;Kim, Sung Chul;Kim, Sung Su;Kim, Sam Ju
    • Journal of Korean Society on Water Environment
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    • v.33 no.3
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    • pp.273-281
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    • 2017
  • The objective of this study is to evaluate the performance of stream purification equipment system combined MBP (Micro Bubble Process) and AGBP (Aerobic Granular Biofilm Process). Based on results, the optimal HRT (Hydraulic Retention Time) of MBP and AGBP set as 0.72 and 2.4 h, respectively. In the results of continuous operation on combined MBP and AGBP, it is possible to achieve a BOD, TSS and T-P removal efficiency of 85, 90 and 94%, respectively. It also confirmed that the water quality of the stream can be purified with increasing circulation flow through water simulation evaluation applied the QUAL-NIER model. Consequently this purification system can resolve the stream purification and dry stream problem.