• Title/Summary/Keyword: 역세척 시간

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Optimization of Operation and Backwashing Condition for an Upflow Stormwater Filtration System Utilizing Ceramic Media (세라믹 여재를 활용한 상향류식 여과형 비점오염저감시설의 최적 운전 및 역세척 조건)

  • Hwang, Yuhoon;Seo, Younggyo;Kim, Hyowon;Roh, Kunwan;Shin, Hyunsang;Kim, Dogun
    • Journal of Korean Society of Environmental Engineers
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    • v.39 no.8
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    • pp.478-488
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    • 2017
  • Stormwater filtration is widely used for the urban runoff treatment. However, intensive maintenance and lack of information about the performance have resulted in an increased need of proper evaluation. In this study, the performance of an upflow stormwater runoff filtration system, consisting of a supporting unit and a filtration unit filled with a ceramic media, was investigated. The maximum head loss increase was about 3 cm under the suspended solid (SS) load of $30kg/m^2$ and the SS removal was more than 96%, when the filtration velocity was 20-40 m/h. The head loss and the porosity of the media can successfully be described by a power model. It was confirmed that the a significant amount of SS can effectively be removed at supporting unit, minimizing SS load to the filter media bed. Several backwashing strategies have been tested to establish the optimum condition. It was found that the stagnant water discharge is important to minimize the SS release immediately after backwashing. Also, the filter bed loaded with $400-450kg/m^2$ SS can almost completely be washed to reduce the head loss to the that of empty bed. The results in this study indicate that the upflow ceramic media filter is an excellent alternative to stormwater treatment, with high SS removal and long lifespan.

Treatment Characteristics of Rapid filtration Process treating Secondary Clarifier Effluent for Wastewater Reuse (처리수 재이용을 위한 최종침전지 유출수의 급속여과공정 처리특성)

  • Han, Dong-U
    • Journal of Korea Water Resources Association
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    • v.35 no.2
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    • pp.213-220
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    • 2002
  • This reserch was focused upon experimental study for wastewater reuse and conducted to evaluate optimum operating conditions of rapid filtration process such as filter flow rate, filtration time and backwashing condition for reuse of secondary-treated effluent using the pilot plant installed in real wastewater treatment plant. Also, the experiment on treatment char-acteristics of coagulant-added activated sludge process was performed to compare with activated sludge succeeded to rapid filtration. As the filtration velocity was 100m/day, the filtration time of the rapid filter connected with activated sludge system was revealed to 40 hours. Backwashing of filter was conducted by water wash and air scour. The optimum backwashing time and backwash flow rate were 10min and 10LPM, respectively. The quantity of backwashing water of the rapid filter was about 2% of total treated water.

Effect of Water-back-flushing Time and Period in Advanced Water Treatment System by Ceramic Microfiltration (세라믹 정밀여과에 의한 고도정수처리 시스템에서 물 역세척 시간 및 주기의 영향)

  • Park, Jin-Yong;Lee, Hyuk-Chan;Cho, Jae-Hyeong
    • Membrane Journal
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    • v.18 no.1
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    • pp.26-34
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    • 2008
  • In this study, periodic water-back-flushing using permeate water was performed to minimize membrane fouling and to enhance permeate flux in advanced water treatment system by ceramic microfiltration. We investigated effect of water-back-flushing period (FT) and time (BT), and tried to find the optimal operating conditions. BT was fixed at 3 sec and FT was changed in $30{\sim}120$ sec to inspect effect of FT. Also, FT was fixed at 120 sec and BT was changed as $3{\sim}12$ sec at experiment of BT effect. At both two experiments, TMP was fixed at 1.52 bar, water-back-flushing pressure at 0.98 bar, feed flow rate at 0.5 L/min, and feed water temperature at $20^{\circ}C$. As the result, optimal FT was 30 sec at fixed BT 3 sec in our experimental range. It means that the more frequent back-flushing was the more effective to reduce membrane fouling. However, there were not large effects of FT due to a short BT. Then, increasing BT at fixed FT 120 sec could decrease resistance of membrane fouling ($R_f$) and increase permeate flux (J) and dimensionless permeate flux ($J/J_o$), and the most total permeate volume ($V_T$) could be produced at the maximum BT 12 sec.

Micellar Enhanced Ceramic Microfiltration for Removal of Aqueous Ferrous Ion: Effect of Surfactant Concentration and $N_2$-back-flushing (용존 철(II) 제거를 위한 미셀형성 세라믹 정밀여과: 계면활성제 농도 및 질소 역세척의 영향)

  • Park, Jin-Yong;Kang, Sung-Gyu
    • Membrane Journal
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    • v.19 no.2
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    • pp.136-144
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    • 2009
  • In this study, sodium dedocyl sulfate (SDS), which was anionic surfactant, was added for forming micelles to remove ferrous ions that could be contained with a small amount in industrial water. Then aggregates were formed by adsorption or binding of ferrous ions on the surface of micelles, and then rejected by ceramic membranes to remove ferrous ions. Ferrous concentration was fixed at 1mM and SDS was changed as $0{\sim}10mM$ to investigate the effect of the anionic surfactant. As a result, rejection rate of ferrous was the highest to 88.97% at 6mM. And we used ELS (Electrophoretic Light Scattering Spectrometer) to investigate particle size distribution of micellar aggregates depending on SDS concentration. Then distribution of large aggregates was the highest at 6mM. And we investigated effects of $N_2$-back-flushing time (BT) during periodic $N_2$-back-flushing on ceramic membranes. Finally optimal $N_2$-BT for NCMT-723l (pore size $0.10{\mu}m$) membrane was 20 sec.

Effect of $N_2$-back-flushing Time and TMP in Lake Water Treatment Using Multichannel Ceramic Microfiltration Membranes (다채널 세라믹 정밀여과막으로 호소수 처리시 질소 역세척 시간 및 막간 압력차의 영향)

  • Park, Jin-Yong;Park, Bo-Reum
    • Membrane Journal
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    • v.17 no.2
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    • pp.124-133
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    • 2007
  • In this study, we treated lake water by 2 kinds of multichannel ceramic micro filtration membranes. We could investigate effects of $N_2-back-flushing$ time (BT) and transmembrane pressure (TMP), and find optimal operating conditions. The BT were changed in $10{\sim}60$ sec, TMP in $0.6{\sim}2.0$ bar at fixed filtration time (FT) 8 min, flow rate 2.0 L/min and back-flushing pressure 2.0 bar. Also, the optimal conditions were discussed in the viewpoints of resistance of membrane fouling $(R_f)$, dimensionless permeate flux $(J/J_o)$, permeate flux (J) and total permeate volume $(V_T)$. As result, optimal back-flushing conditions for HC04 ($0.4{\mu}m$ pore size) and HC10 membrane $(1.0{\mu}m)$ were BT=10 sec and BT=20 sec, respectively. Then, higher TMP should increase the driving force, and could produce more VT. Average rejection rates of pollutants were higher than 95.4% for turbidity, $12.7{\sim}20.1%\;for\;COD_{Mn},\;0.0{\sim}6.4%\;for\;NH_3-N,\;1.9{\sim}4.6%$ for T-N and $34.9{\sim}88.4%$ for T-P.

역세척을 이용한 함유 세척수의 한외 여과 특성

  • 김종표;김재진;정건용;전성덕;민병렬
    • Proceedings of the Membrane Society of Korea Conference
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    • 1997.04b
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    • pp.43-44
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    • 1997
  • 세척제는 금속 표면에 도포되어 있는 왁스, 그리스, 방청유 등의 윤활유 및 금속 가공 중에 사용한 절삭유, 연마유 등의 유지성 물질을 제거하는 탈지 효과와 표면에 묻어 있는 오물을 제거하는 목적으로 우수한 세정력을 지니고 있다. 세척제는 현장의 세척조의 상태가 가동 시간이 길어짐에 따라 유분이 과포화하게 되고 한정된 계면활성제량 때문에 미처 Micelle을 형성하지 못한 광유중 일부는 에멀젼 내 Oil Drop 형태로 존재하고 나머지는 에멀젼층 위에 부유하게 된다. 따라서 세척제의 세정력을 유지하기 위하여는 주기적으로 세척액중의 유분을 제거하여야 한다. 본 연구에서는 한외여과막을 이용하여 세척수 중 존재하는 Oil 성분을 제거함으로써 세척수의 수명을 극대화시키고자 한다. 또한 한외여과시 동반되는 농도 분극화 현상을 줄이고 투과특성을 향상시키기 위하여 압축질소로 주기적으로 역세척하며 최적운전 조건을 확인하는데 있다.

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Advanced Water Treatment of High Turbidity Source by Hybrid Process of Ceramic Microfiltration and Activated Carbon Adsorption: Effect of Water-back-flushing Time and Period (세라믹 정밀여과 및 활성탄 흡착 혼성공정에 의한 고탁도 원수의 고도정수처리: 물 역세척 시간 및 주기의 영향)

  • Park, Jin-Yong;Lee, Hyuk-Chan
    • Membrane Journal
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    • v.19 no.1
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    • pp.7-18
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    • 2009
  • In this study, we used the hybrid module that was composed of granular activated carbons (GAC) packing between module inside and outside of tubular ceramic microfiltration membrane for advanced drinking water treatment. Instead of natural organic matters (NOM) and fine inorganic particles in natural water source, modified solution was prepared with humic acid and kaolin. We were investigated effect of water-back-flushing time (BT) and water-back-flushing period (FT) to minimize membrane fouling and to enhance permeate flux (J) in the hybrid process, and tried to find the optimal operating conditions. As a result, resistance of membrane fouling ($R_f$) was slightly decreased according to increasing BT. Also, the shorter FT was the more effective to reduce $R_f$ and to enhance J because of frequent water-back-flushing. However, the optimal BT and FT conditions were 10 sec and 8 min respectively when operating costs were considered. Then, the optimal conditions derived from our experiments of modified solution were applied to lake water treatment. As a result, average treatment efficiencies of turbidity, $UV_{254}$ absorbance, and $COD_{Mn}$ were very high as 99.11%, 91.40% and 89.34%, respectively, but that of TDS was low as 30.05%.

Hybrid Water Treatment of Tubular Alumina MF and Polypropylene Beads Coated with Photocatalyst: Effect of Nitrogen Back-flushing Period and Time (관형 알루미나 정밀여과와 광촉매 코팅 폴리프로필렌 구의 혼성 수처리: 질소 역세척 주기와 시간의 영향)

  • Park, Jin Yong;Choi, Min Jee;Ma, Jun Gyu
    • Membrane Journal
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    • v.23 no.3
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    • pp.226-236
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    • 2013
  • The effect of $N_2$ back-flushing period (FT) and time (BT) was compared with the previous result used PES (polyethersulfone) beads loaded with titanium dioxide photocatalyst in hybrid process of alumina microfiltration and PP (polypropylene) beads coated with photocatalyst in viewpoints of membrane fouling resistance ($R_f$), permeate flux (J), and total permeate volume ($V_T$). The reason of nitrogen back-washing instead of the general air back-washing method is to minimize the possible effect of oxygen included in air on water quality analysis. As decreasing FT, $R_f$ decreased and J and $V_T$ increased. Treatment efficiency of dissolved organic matters (DOM) was 82.0%, which was the higher than 78.0% of the PES beads result. This means that PP beads coated with photocatalyst was the more effective than PES beads loaded with photo-catalyst in the DOM removal. As increasing BT, the final $R_f$ decreased and the final J increased, but $V_T$ was the maximum at BT 15 sec. The average treatment efficiency of turbidity did not have any trend as changing BT. As BT increasing from 6 sec to 30 sec, the treatment efficiency of DOM increased 11.8%, which was a little higher than the result of PES beads.

Removal of Aqueous Calcium Ion by Micellar Enhanced Ceramic Membranes Adding Surfactant (계면활성제를 첨가한 미셀 형성 세라믹 분리막에 의한 칼슘이온 제거)

  • Park, Jin-Yong;Park, Bo-Reum
    • Membrane Journal
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    • v.18 no.1
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    • pp.7-25
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    • 2008
  • Sodium dodecyl sulfate, which was anionic surfactant, at a concentration higher than its critical micellar concentration was added to calcium solution for forming micelles. Then aggregates were formed by adsorption or binding of calcium ions on the surface of micelles, and gathering between them, and then rejected by two kinds of ceramic membranes to remove calcium ions. As result, rejection rates of calcium were higher than 99.98%. And in our experimental range the higher TMP trended to increase the resistance of membrane fouling ($R_f$), total permeate volume ($V_T$), dimensionless permeate flux ($J/J_o$) and permeate flux (J) because TMP was driving force. And we investigated effects of $N_2$-back-flushing time and filtration time, that was back-flushing period, during periodic $N_2$-back-flushing on ceramic membranes. As result, optimal BTs for NCMT-623l ($0.07{\mu}m$ pore size) and NCMT-7231 membrane ($0.10{\mu}m$) were 10 sec and 15 sec, respectively. Also, optimal FT was 5 min for both membranes, and the frequent $N_2$-back-flushing could decrease membrane fouling effectively. Then, the optimal conditions resulting from our experiments for synthetic calcium solution were applied to groundwater using as washing process of soymilk package. As result, rejection rates of calcium were higher than 99.98%.