• 제목/요약/키워드: Cake Filtration

검색결과 130건 처리시간 0.021초

과산화수소 산화처리에 의한 정수슬러지의 감량화 (The Reduction of Waterworks Sludge by Hydrogen Peroxide Treatment)

  • 권재현;김영도;박기영;이석헌;김일규
    • 상하수도학회지
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    • 제21권1호
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    • pp.123-130
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    • 2007
  • The effects of hydrogen peroxide treatment on the reduction of waterworks sludge were investigated in this study. Sludge treated by peroxidation $H_2O_2$ oxidation) was dewatered using a pressure filter at 3atm. It was observed that $H_2O_2$ treatment at the acidic condition significantly reduce both cake water content and specific resistance to filtration (SRF), indicating the enhancement of dewaterability and filterability. The filterability by hydrogen peroxide treatment at pH 3.5 was better than acidic treatment and became comparable with polymer conditioning. The sludge filterability evaluated by SRF was optimal at a dose 2ml $H_2O_2$/sludge($0.02g\;H_2O_2/gTS$) after adjusting of pH to 3.5. The $H_2O_2$ oxidation at pH 3.5 also produced even more dewatered cake when compared with polymer conditioning. The reduction rate of sludge mass at an optimal condition showed 34% compared with untreated sludge. The effects of peroxidation on sludge properties including zeta potential, bound water and particle size were also evaluated. Peroxidation at the acidic condition reduced both bound water and zeta potential. By $H_2O_2$ combined with sulfuric acid leached iron caused Fenton's reaction, which showed a potential to significantly reduce the amount of solids mass and to produce more compact cake with higher filterability.

환외여과에 있어서 Si 콜로이드 용액의 투과유속 감소 및 오염특성 (Flux Decline and Fouling Mechanism of Si Colloidal Solution During the Ultra-Filtration)

  • 남석태;전재홍;이석기;최호상
    • 청정기술
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    • 제5권2호
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    • pp.25-35
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    • 1999
  • Si 미립자를 함유한 콜로이드용액의 중공사막에 의한 한외여과 투과유속 감소특성을 검토하였다. 중공사막의 시간변화에 따른 투과유속 감소현상은 막표면에 형성된 케익층의 증가 및 세공막힘에 기인하였다. 흐름형태를 달리했을 경우의 준 정상상태에서 dead-end flow의 투과유속은 cross flow의 약 60 % 이었다. Cross flow에서 운전압력이 증가함에 따라 $J/J_w$는 감소하였으며, $0.5kg_f/cm^2$일 때의 64.2 %에서 $2.0kg_f/cm^2$일 때 45.7%로 감소하였다. 공급유량이 3 L/min일 때 초기저항은 세공막힘이 지배적이며, 공급유량이 1 L/min에서 3 L/min로 증가함에 따라 $R_c$는 약 40 % 감소한 $1.79{\times}10^{12}{\sim}2.34{\times}10^{12}m^{-1}$ 이었으나 $R_p$는 크게 변하지 않은 $1.71{\times}10^{12}m^{-1}$이었다.

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Comparison study on membrane fouling by various sludge fractions with long solid retention time in membrane bioreactor

  • Sun, Darren Delai;Liu, Shushu
    • Membrane and Water Treatment
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    • 제4권3호
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    • pp.175-189
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    • 2013
  • A membrane bioreactor (MBR) with sludge retention time (SRT) of 300 days was maintained for over 2 years. Polypropylene microfiltration (MF) membrane with pore size of 0.2 ${\mu}m$ was used in the MBR system. The fouling behaviors of various sludge fractions from the MBR were studied and sub-divided resistances were analyzed. It was observed that $R_{cp}$ was a dominant resistance during the filtration of activated sludge, contributing 63.0% and 59.6% to the total resistance for MBR and sequential batch reactor (SBR) respectively. On the other hand, $R_c$ played the significant role during the filtration of supernatant and solutes, varying between 54.54% and 67.18%. Compared with $R_{cp}$ and $R_c$, $R_{if}$ was negligible, and $R_m$ values remained constant at $0.20{\times}10^{12}m^{-1}$. Furthermore, resistances of all sludge fractions increased linearly with rising mixed liquor suspended solids (MLSS) concentration and growing trans-membrane pressure (TMP), while the relationship was inversed between fraction resistances and cross flow velocity (CFV). Among all fractions of activated sludge, suspended solid was the main contributor to the total resistance. A compact cake layer was clearly observed according to the field emission scanning electro microscopy (FE-SEM) images.

체류시간, 입도분포 및 여재가 정수 슬러지의 탈수에 미치는 영향 (Influences of Detention Time, Particle Size Distribution, and Filter Medium on Waterworks Sludges Dewatering)

  • 김광수;이재복
    • 상하수도학회지
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    • 제23권1호
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    • pp.121-128
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    • 2009
  • Objectives of this study were to investigate influencing factors of detention time, particle size distribution, and filter medium characteristics for waterworks sludge dewatering. The stepped pressure filtration was carried out with lab scale apparatus and the filter press pilot test for dewatering was conducted at the water treatment plant. Effects of filter medium and polymer dose were examined through observing water content and dewatering velocity and cyclic dewatering rate with filter press pilot test. Relationships among detention time, particle size distribution and filtration resistance were analyzed. Prolongation of sludge detention time was found to cause blinding phenomenon in cake and filter medium and to decrease dewatering process efficiency. The average specific resistance increased according to detention time. In pilot test of dewatering for thickened sludge with Nylon Multi-NY840D and Nylon Mono-100% filter media, dewatering velocities were 0.92 and $0.93kg\;DS/m^2{\cdot}hr$ according to 0.1% polymer dose of dried solids weight base. And cyclic dewatering rates were 2.45 and $2.50kg\;DS/m^2{\cdot}cycle$ cycle for the Nylon Multi-NY840D and Nylon Mono-100% media. Dewatering velocity of polymer dosed sludge was observed to be higher than that of non-polymer sludge.

Applicability of precoat filtration for the drinking water treatment

  • Shin, Dae-Yewn;Ko Youn;Ji, Sung-Nam;Suh, Dong-Woo;Cho, Young-Kwan;Park, Byong-hun
    • 한국환경보건학회:학술대회논문집
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    • 한국환경보건학회 2003년도 Challenges and Achievements in Environmental Health
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    • pp.128-131
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    • 2003
  • The objective of this investigation was to evaluate applicability of precoat filtration for drinking water treatment. Precoat filter used in this experiment are candle filter. Element disk of candle used in this experiment are pore size 5$\mu\textrm{m}$(W), 10$\mu\textrm{m}$(R), 20$\mu\textrm{m}$(B) and 40$\mu\textrm{m}$(Y). And diatomaceous earth are cake pore size 3.5$\mu\textrm{m}$(A), 7$\mu\textrm{m}$(B) and 17$\mu\textrm{m}$(C). Filtrate of precoat filter during 30min are R-C 11.3, B-C 10.2, W-C 8.9, Y-C 8.6, Y-B 7.1, R-A 5.4(㎥/㎡). Turbidity of the effluent can be attained under 0.1NTU with the all combination.

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전기탈수방법에 의한 하수 슬러지 탈수 특성 (Efficient Dewatering of the Sewage Sludge by Electrodewatering System)

  • 박찬정;이정언;안영철;신희수;이재근
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 추계학술대회논문집B
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    • pp.526-531
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    • 2000
  • Application of electrodewatering (EDW) to mechanical dewatering system was studied to decrease water content in the sludge generated from waste water treatment process. Experiments realized the reduction of water content in the sewage sludge. EDW enhancing the conventional filtration by an electric field is an emerging technology with the potential to improve dewatering. In this study, a piston filter press was constructed, the digested sludges were dewatered by EDW under conditions of DC electric field and constant pressure in the piston filter press. Constant electric field from $0{\sim}120\;V/cm$ and constant pressure $98.1{\sim}392.4\;kPa$ were used. The results showed that as electric field was increased the dewatering rates increased and as pressure was increased the dewatering rates decreased. Also as polymer was added the dewatering rates increased. This experiments produced final sludge cake with water content of 60 wt% using EDW, compared with 80 wt% using pressure filtration alone.

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전처리로 응집공정을 이용한 정밀여과 공정에서 응집 플록 특성에 따른 막오염 연구 (Effects of Characteristics of Flocculent Aggregates on Membrane Fouling in Microfiltration with Coagulation Pretreatment)

  • 이석헌;권지향;최양훈;안규홍
    • 상하수도학회지
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    • 제18권6호
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    • pp.785-793
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    • 2004
  • Coagulation has been investigated for pretreatment of low-pressure membrane systems such as microfiltration and ultrafiltration. Coagulation pretreatment can reduce foulants (particles and organic matter) prior to membrane filtration. However, when in-line coagulation or submerged type of filtration is used, flocculent aggregates could act as a foulant depending on concentrations and specific properties of floc. A natural water and three synthetic waters were used to investigate effects of coagulation pretreatment and presence of flocculent aggregates on membrane fouling. Coagulation pretreatment shows that foul ants were effectively removed during coagulation and the formed cake layer on the membrane surface had less resistances compared to raw natural water. In addition, little difference in membrane fouling was found by flocculent aggregates from the natural water. Interestingly, however, the results by three synthetic waters indicated that flocculent aggregates could have adverse effects on membrane fouling in a specific condition.

Use of laminar flow water storage tank (LFWS) to mitigate the membrane fouling for reuse of wastewater from wafer processes

  • Sun, Darren Delai;Wu, You
    • Membrane and Water Treatment
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    • 제3권4호
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    • pp.221-230
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    • 2012
  • This study employed the modified fouling index (MFI) to determine the performance of a two-step recycling system - a membrane filtration integrated laminar flow water storage (LFWS) tank followed by an ion exchange process to reclaim ultrapure water (UPW) from the wastewater generated from semiconductor wafer backgrinding and sawing processes. The first step consisted of the utilization of either ultrafiltration (UF) or nanofiltration (NF) membranes to remove solids in the wastewater where the second step consisted of an ion exchanger to further purify the filtrate. The system was able to produce high purity water in a continuous operating mode. However, higher recycling cost could be incurred due to membrane fouling. The feed wastewater used for this study contained high concentration of fine particles with low organic and ionic contents, hence membrane fouling was mainly attributed to particulate deposition and cake formation. Based on the MFI results, a LFWS tank that was equipped with a turbulence reducer with a pair of auto-valves was developed and found effective in minimizing fouling by discharging concentrated wastewater prior to any membrane filtration. By comparing flux behaviors of the improved system with the conventional system, the former maintained a high flux than the latter at the end of the experiment.

정밀여과에서 단백질 변성이 막투과량 감소에 미치는 영향 (Effects of Protein Denaturation on Permeate Flux Decline in Microfiltration)

  • 염경호;김민정
    • 한국막학회:학술대회논문집
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    • 한국막학회 1997년도 춘계 총회 및 학술발표회
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    • pp.45-47
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    • 1997
  • 정밀여과 및 한외여과에 의해 단백질 등과 같은 거대분자 물질을 분리정제할 경우 피할 수 없는 문제점은 막에 의해 분리된 거대부자들이 막표면에 쌓이는 농도분극(concentration polarization)현상과 이 누적된 거대분자가 막과의 상호작용에 의해 막표면 또는 막세공 내에 비가역적으로 침적되는 막오염(membrane fouling)현상이 일어난다는 점이다. 특히 막표면 또는 막세공 내에 분리대상 물질이 비가역적으로 침적되어 발생되는 막오염은 상대적으로 가역적 침적 과정인 농도분극보다 제어 또는 억제가 어려워 최근의 막분리 분야 연구의 상당 부분이 막오염 유발요인의 해석, 막오염을 효율적으로 제어 또는 억제하기 위한 방법의 연구에 집중되고 있다. 본 연구에서는 단백질 용액의 정밀여과시 단백질 변성이 막오염에 미치는 영향을 체계적으로 규명하기 위한 연구의 일환으로서 BSA를 분리대상 물질로하여, BSA용액을 미리 기계적 Shear(펌프 및 sonification), 열, 화학적 방법(pH 및 변성제)으로 변성시킨 후, 이 용액을 대상으로 회분식 정밀여과 실험을 수행하여 단백질 응집체 형성이 막투과량 감소에 미치는 영향을 실험적으로 검토하였으며, 각각의 막투과량 감소 특성을 아래의 4가지 blocking filtration law로서 해석하였다: complete blocking law, intermediate blocking law, standard blocking law, cake filtration law.

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운전압력의 순환변화에 따른 알루미나 현탁액의 정밀여과 투과거동 (Permeation Behavior of Microfiltration Membrane by Alumina Colloidal Suspension under a Cyclic Variation in TMP)

  • 남석태;한명진
    • 멤브레인
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    • 제21권1호
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    • pp.13-21
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    • 2011
  • 본 연구는 폴리에틸렌 정밀여과 막을 이용한 $Al_2O_3$ 콜로이드 현탁액의 운전압력 순환변화에 따른 투과거동을 검토하였다. 운전압력의 순환은 0.49에서 1.96 bar까지 증가시키는 증압운전 후 다시 0.49 bar로 감소시키는 감압운전으로 행하였다. 연속적으로 운전압력을 순환변화 시킨 결과, 증압운전과 감압운전의 투과유속이 서로 다른 이력(hysteresis)을 나타냈다. 현탁액의 투과저항은 감압운전의 경우가 증압운전의 경우보다 컸으며, 투과저항 증가율도 컸다. 막오염 형태는 증압운전과 감압운전 모두 운전초기에 케익오염이 강하게 나타났으며, 막오염의 크기는 감압운전의 오염이 증압운전의 오염보다 컸다.