• 제목/요약/키워드: Removal ratio

검색결과 1,609건 처리시간 0.027초

난황의 콜레스테롤 제거에 사용한 $\beta$-Cyclodextrin의 재활용 (Recycling of $\beta$-Cyclodextrin Used for Cholesterol Removal from Egg Yolk)

  • 유익종;최성유;박우문;전기홍
    • 한국축산식품학회지
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    • 제20권1호
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    • pp.30-35
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    • 2000
  • The method used to remove cholesterol from egg by using $beta$-cyclodextrin was relatively stable and efficient. The aim of this study was to cost down by recycling $\beta$-cyclodextrin used to remove cholesterol from egg yolk because $\beta$-cyclodextrin was expensive. The solvents used to separate $\beta$-cyclodextrin from $\beta$-cyclodextrin complex containing egg yolk cholesterol were butanol, chloroform, ether, hexane, methanol, 2-propanol and their mixture. The ratio of solvent and complex varied from 2 : 1 to 10 : 1. The condition of mixing time and temperature varied from 30 to 60$^{\circ}C$ and from 10 minutes to 3 hours to remove cholesterol from $\beta$-cyclodextrin complex. When the ratio of choloroform and methanol was 1 : 1, the removal efficiency of cholesterol was 98.8%. The efficiency of cholesterol removal was improved when the ratio of solvent : complex increased to 4 : 1. When mixing time and temperature was up to for 1hr, at 50$^{\circ}C$ respectively, the efficiency of cholesterol removal improved to 99%. It concluded that the efficiency of cholesterol removal of 50% renewed one contained $\beta$-cyclodextrin were 81.1% while the cholesterol removal efficiency of 100% renewed $\beta$-cyclodextrin was 24% if cholesterol removal efficiency of new $\beta$-cyclodextrin were 100%.

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과실 채소중 잔류농약(유기인제)에 관한 연구 (Organophosphorus Insecticide Residues in Fruits and Vegetables)

  • 윤숙자
    • 환경위생공학
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    • 제5권1호
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    • pp.83-92
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    • 1990
  • Adapting two step aeration system to a waste water treatment of W-paper manufactory as Full-Scale Plants, we drew a following conclusion from its practical working. 1. Because BOD removal efficiency was 20% in A-Stage, 90% in B-Stage and total removal efficiency was 97%. It worked treatment plant well and was suitable for effluent water standard as well. Because COD removal efficiency was 42% in A-stage, 71% in B-stage and the total removal efficiency was 94% COD control was possible in effluent water quality. 2. Treatment efficiency according to a load capacity was average 20% in 1.401 BOD kg/m3/d load of A-Stage and average 90% in 0.273 BOD kg/$\textrm {m}^3$ / d load of B-Stage. 3. Treatment efficiency according to a ratio of F/M was 2.657--5.024 kg BOD/kg MLSS/d in A-Stage and BOD removal efficiency was 16-261 in the same stage. The ratio of F/M was 0.068-0.094 kg BOD /kg MLSS/d and BOD removal efficiency ratio was 85-94%. Therefore treatment efficiency could be kept stably and volume of aeration tank could be reduced wholly. 4. Treatment efficiency according to MLSS appeared BOD 20%. COD 42%, in A-Stage and removal efficiency appeared BOD 90%, COD 71% in B-Stage. They were suitable for plan condition. 5. Because of working of complemented treatment plant by AB-Process. 20,000,000 Won a month was saved than the ordinary working cost. Therefore, it was assumed that invested cost could be recollected in 19 months or so consequently.

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연안재해 방지 및 비점오염원 유출저감을 위한 투수블록의 특성 연구 (Permeable Coastal Pavement Structure for Shore Protection and Removal of Non-point Source Pollutants)

  • 최윤식;김종영;한상수;권순철
    • 한국해양공학회지
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    • 제33권6호
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    • pp.597-606
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    • 2019
  • Due to climate change, coastal areas are being flooded with torrential rain, typhoons, and tsunamis. In addition, non-point source pollutants (NPSs) that accumulated on the ground, streets, and buildings during the dry season are washed off by rain and stormwater runoff, which adds to the damage associated with environmental pollution, e.g., pollution that makes its way into the ocean. Recently, low impact development (LID) has been considered as a means of controlling water circulation and NPSs. In the coastal area, permeable blocks have been constructed mainly to reduce the flood damage caused by waves. Some important design factors that must be considered to ensure long-term performance are the permeability coefficient, clogging, and the efficiency of the removal of total suspended solids (TSS), but currently there are no standardized design criteria or testing techniques that are used worldwide. Herein, we analyzed the permeability coefficient and the TSS removal efficiency tendency according to the permeability area ratio with an easily-detachable, permeable block filled with calcinated yellow soils as the filter media. Our lab-scale tests indicated that, when the permeability area ratio was 25%, the reduction of the permeability coefficient after clogged was 11%, which was a significant decrease compared to other cases. Permeability persistence increased when the permeability area ratio increased from 50% to 75%. The TSS removal efficiency decreased as the permeability area ratio increased. Our pilot-scale test indicated that the TSS removal efficiency was more than 80% higher in all cases. We also found that the permeability persistence was excellent as the permeability area ratio increased, and, in actual construction, it is effective to set 5.3% of the total area as permeable area in terms of permeability and economic feasibility.

Al 함량이 다른 PAC를 이용한 응집 조건 별 인 제거효율 평가 (Evaluation of Phosphorus Removal Efficiency at Various Coagulation Conditions Using Polyaluminum Chloride with Different Al Contents)

  • 최정학;윤건곤;이창한
    • 한국환경과학회지
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    • 제32권10호
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    • pp.731-739
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    • 2023
  • In this study, lab-scale phosphorus coagulation/precipitation experiments were performed using three types of polyaluminum chloride (PAC) with different Al contents (10%, 12%, and 17%). The PO4-P removal efficiencies at various operating conditions, such as initial PO4-P concentration, initial pH, and Al/P molar ratio, were evaluated, and correlations among the operating factors affecting phosphorus coagulation/precipitation with PAC were derived to optimize the process efficiency. When the initial PO4-P concentration was 0.065 and 0.161 mmol P/L under an initial pH of 8-10, the optimal PAC dose was 0.126-0.378 and 0.189-0.667 mmol Al/L, respectively. Under these conditions, the Al/P molar ratio was 2.16-6.18 and 1.28-4.30, respectively, and the PO4-P removal efficiency was in the range of 40.2-92.5%. When the Al/P molar ratio was 2 or less under an initial pH condition of 6-8, the PO4-P removal efficiency was approximately ≤40% owing to insufficient Al3+ ions. However, when the Al/P molar ratio is 3-5, the PO4-P removal efficiency improved to approximately 80-90%. Thus, the optimal Al/P molar ratio to achieve a PO4-P removal efficiency of over 90% was determined to be approximately 4 in the PO4-P coagulation/precipitation process using PAC.

Theoretical Analysis for Nitrogen Removal in Step Feed Oxic-Anoxic-Oxic Process

  • Lee, Byung-Dae;Kim, Il-Chool
    • 한국응용과학기술학회지
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    • 제25권3호
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    • pp.355-362
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    • 2008
  • One of the popular domestic sewage treatment process (called step feed oxic-anoxic-oxic process) for nitrogen removal was analyzed in this study by theoretical analysis based on the nitrification and denitrification reaction. Total nitrogen removal efficiency was suggested by considering influent qualities(i.e., ammonia, nitrite, nitrate, alkalinity, and COD). Total nitrogen removal efficiency depends on r (influent allocation ratio). In the case that all influent components are enough, the total nitrogen removal follows equation 100-b/(1+b), when r is 1/(1+b). Finally, it can be concluded that step feed oxic-anoxic-oxic process could be effective for nitrogen removal.

중탄산나트륨이 첨가된 여과집진기를 이용한 염화수소의 제거 (Removal of HCl Using a Bag-Filter with Addition of Bicarbonate)

  • 이건주
    • 유기물자원화
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    • 제15권3호
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    • pp.121-128
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    • 2007
  • 이 연구의 목적은 배기가스로부터 생성된 신성가스 중 HCl의 제거를 위해 기존의 건식 반응기와 여과집진기를 사용하였다. 흡착제는 중탄산나트륨($NaHCO_3$)를 시용하였으며 흡착제($NaHCO_3$) 의 성능, 효율을 평가한다. 이러한 중탄산나트륨의 성능, 제거효율을 평가하여, 중탄산나트륨이 건식 반응기에서의 최적의 운전조건을 분석하였다. 체류시간, 당량비, 온도, 여과집진기의 압력등을 운전조건으로 하였으며 체류시간은 1.5sec로 고정하였고, 중탄산나트륨 주입비(당량비)를 1SR, 1.25SR으로 조절하였고, 온도는 $160^{\circ}C$, $180^{\circ}C$, $200^{\circ}C$로 하였고, 여과집진기의 압력은 210mmAq, 230mmAq, 250mmAq로 하였다. 이 연구에서는 온도가 큰 영향은 없고, 압력과 당량비가 많은 영향을 끼치는 것을 알 수 있다. 최적의 운전조건은 주입비 1SR에서 $180^{\circ}C$, 230mmAq이다. 이 조건에서의 제거율은 99.50%로 나왔다.

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식물 잎을 이용한 중금속 이온의 제거에 관한 연구 (Removal of Heavy Metal Ions from Aqueous Solution by Leaves)

  • 김종규;이장훈;이수영;나경원;나규환;최한영
    • 환경위생공학
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    • 제24권2호
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    • pp.31-39
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    • 2009
  • In this research, I carried out the adsorption and removal test of Pb, Ni, Co and Cu ions using organic substances spread out any where in the nature which can be obtained easily from our neighbor-such as Paulownia coreana, Pinus densiflora, Juniperus chinesis, Quercus dentata, Magnolia kobus, Platanus occidentalis, Gingko biloba, Diospyros kaki leaves. As the result of the research to find the best optional condition for the adsorption and removal, shows that the adsorption and removal ratio of Pb ion by a Paulownia coreana raw leaves is 99% at $70^{\circ}C$, those of Ni ion and Co ion by Magnolia kobus formalin treatment leaves are 79% at $70^{\circ}C$, 97% at $40^{\circ}C$ respectively. And that of Cu ion by Platanus occidentalis treatment leaves is 97% at $50^{\circ}C$ in mixed solution. As the result of comparing the removal ratio by raw leaves and formalin treatment leaves, the removal ratio of treatment is 30~90% more effective than raw leaves in most cases. And I concluded Pb > Cu > Co > Ni ion in multiple solution and Co > Ni > Cu >Pb ion in single solution after testing adsorption and removal ratio of mixed solution separately as time goes by. In general, the reactions were completed within first 5 minutes. The test result of measuring the hydrolysable tannin content of each leaf shows that an overcup Quercus dentata is 11.36%, a Diospyros kaki is 10.81% and the rest of them are 2.49~4.12% in raw leaves cases. In treatment leaves cases, an overcup Quercus dentata is 3.23% and the others are less than 1%.

$A_2O$공정에서의 섬모상 담체 사용 유무에 따른 하수의 질소 . 인 제거에 관한 연구 (A Study on the Removal of Nitrogen and Phosphorus Depending on Existence of Cilia Media in Sewage in Anaerobic-Anoxic-Oxic Process)

  • 박태진;이정민;송경석;조일형;김영규;정문호
    • 한국환경보건학회지
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    • 제26권3호
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    • pp.69-75
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    • 2000
  • This study was carried out to investigate the removal of nitrogen and phosphorus in municipal sewage according to the variation of volumetric ratio in the reactor. It also was performed to provide basic data necessary to the development and improvement of the process which is Anaerobic-Anoxic-Oxic(A2O). In the removal of BOD and COD, the best efficiency of the process showed in the condition of using the media, 1Q of internal recycle rate and 1:3:2 of the volumetric ratio in Anaerobic-Anoxic-Oxic process. In most cases, nitrogen and phosphorus removal efficiency of the process using the cilia media was superior to that of the process which didn't use the media. In the removal of T-N and T-P, the best efficiency of the process showed in the condition of using the media, 1Q of internal recycle rate and 1:3:2 of the volumetric ratio in Anaerobic-Anoxic-Oxic process.

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MLE 공정을 이용한 양돈폐수의 질소 제거 특성 (Nitrogen Removal Characteristics of Swine Wastewater when treating by MLE Process)

  • 박성균;박현수;이기공;정윤진
    • 상하수도학회지
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    • 제14권2호
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    • pp.147-156
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    • 2000
  • In this study, the optimal operation parameters of MLE(Modified Ludzack-Ettinger) process treating the liquid supernatant separated from the slurry excreta of swine feedlot was studied as a promising biological treatment process. The nitrogen removal characteristics with different volume ratio between nitrification and denitrification reactor and the operational effect with different nitrogen loading rate, and different C/N($COD_{Cr}/TKN$) ratio were investigated. Based on the laboratory results, pilot MLE plant was operated to examine the effect of ambient temperature for five months including winter. The denitrification reactor which is 20% of total volume was proposed as the most optimal volume fraction for nitrification and denitrification. The optimum ratios of F/M and $F_N/M$ were increased with increase of the C/N ratio. However, optimum F/M ratio was changed more rapidly than $F_N/M$ ratio with increase of the C/N ratio. Therefore, MLE process is desirable to be controlled by F/M ratio in the range of high C/N ratio and by $F_N/M$ ratio in the range of low C/N ratio. Pilot MLE plant showed the higher removal efficiencies of COD and TKN in winter than in summer and was operated most stably at the temperature of $20{\sim}25^{\circ}C$ for mixed liqour.

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유입수 분배비와 체류시간이 ASA 공정의 가정오수 처리효율에 미치는 영향 (Effects of Influent Flow Distribution Ratio and HRT on Sewage Treatment Efficiency of the ASA Process)

  • 양은경;성일화
    • 환경위생공학
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    • 제24권1호
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    • pp.13-24
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    • 2009
  • ASA공정은 유입수를 혐기조와 무산소조에 분배하여 유입시킴으로써 반송슬러지에 영양 물질을 공급하여 슬러지의 안정화 및 인 방출을 유도하고, 후속 호기조에서 유기물 제거, 인 과잉섭취 및 질산화를 조장하며, 무산소조에서는 내부반송을 하지 않고 폐수의 탄소원을 이용하여 탈질함으로써 내생탈질을 증가시키는 공법이다. 본 연구에서는 가정오수에 ASA공정을 적용하여 유입수의 분배비와 체류시간이 처리효율에 미치는 영향을 파악하였다. 유입수 분배비와 HRT는 BOD 제거에 큰 영향을 미치지 않았고 BOD 제거율은 운전기간 동안 92.0% 이상 안정적으로 유지되었다. 유입수 분배비가 4:6일 때에는 질소제거율이 82.6%, 9:1일 때에는 인제거율이 67.8%로서 가장 높게 나타났다. ASA공정에 의한 가정오수처리에서 유입수의 분배비는 6:4, HRT는 8hr일 때 제거율이 가장 양호하였으며, 이때 질소, 인제거율은 각각 82.6%와 59.5%이었다.