• 대한환경공학회지
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• 제30권2호
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• pp.199-206
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• 2008

동시 질산화 탈질은 낮은 DO 농도로 유지되는 동일한 반응조에서 질산화 반응과 탈질 반응이 동시에 발생함을 의미한다. 동시 질산화 탈질 반응을 모사할 수 있는 몇몇 수학적 모델들이 개발되었지만, 모델 구조가 복잡하거나 모델을 적용하기 위한 다양한 제반 지식을 얻어야만 정확한 결과를 얻을 수 있어 범용적인 모델 적용에 한계점이 있는 단점이 있었다. 이와 같은 문제를 해결하기 위해, 동시 질산화 탈질 반응이 반응기 내 DO 농도의 부분적 부재로 발생한다는 가정 하에, 만약 활성슬러지모델을 사용하여 동시 질산화 탈질 반응의 거동을 해석할 수 있다면, 모델의 구조가 다른 개발된 모델들보다 복잡하지 않고, 다양한 운전 조건에서 모델이 활용될 수 있을 것으로 판단하였다. 하지만 기존의 활성슬러지 모델로는 호기 조건에서 발생하는 탈질 반응을 표현하기 어려운 점이 있기 때문에, 본 연구에서는 활성슬러지 모델을 수정함으로써 동시 질산화 탈질 반응을 해석하고자 하였다. 활성슬러지 모델 No.1(ASM1)이 선택이 되어 탈질 반응식이 수정되었으며, 수정된 ASM1의 시뮬레이션 결과는 측정값의 거동을 잘 모사하였다. 이를 통해 수정된 ASM1은 실험 결과에 기반하여 구한 ${\eta}_g$의 값과 호기 조건에서의 탈질 반응을 모사하기 위해 수정된 Monod 식의 영향으로 모델의 구조가 본 연구의 실험 결과에서 확인된 동시 질산화 탈질 반응을 해석할 수 있도록 구성되었다고 사료된다.

• 한국응용과학기술학회지
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• 제23권2호
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• pp.130-136
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• 2006

Theoretical total nitrogen removal efficiency and reactor volume ratio in oxic-anoxic-oxic system can be found by influent water quality in this study. The influent water quality items for calculation were ammonia, nitrite, nitrate, alkalinity, and COD which can affect nitrification and denitrification reaction. Total nitrogen removal efficiency depends on influent allocation ratio. The total nitrogen removal follows the equation of 1/(1+b). Optimal reactor volume ratio for maximum TN removal efficiency was expressed by those influent water quality and nitrification/denitrification rate constants. It was possible to expect optimal reactor volume ratio by the calculation with the standard deviation of ${\pm}14.2$.

• 상하수도학회지
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• 제26권6호
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• pp.897-905
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• 2012

Based on the activated sludge model, a simple aerobic digestion model which represents the aerobic sludge digestion by sequencing batch reactor(SBR) equipped with ultrasonicator was composed and performed in this study. The results are as follows. Aerobic digestion efficiency can be increased by adopting ultrasonic pretreatment. For the 5 days of SRT, 24 % of particulate component is predicted to be removed by ultrasonic pretreatment and aerobic digestion. This is 7 %p higher than that of conventional aerobic digestion. A Hybrid SBR aerobic digestion combined with ultrasonication shows higher digestion efficiency than aerobic digestion and ultrasonic pretreatment system. In case of this hybrid system, the digestion efficiency was predicted up to 49 % when the ultrasonication was performed every 2 hours, repeatedly. However, excessive treatment like every hours of ultrasonication in an aerobic digestion process results in adverse effect on TCOD removal because biomass disintegrated completely and the solubilized COD can not be used for the biomass synthesis again.

• KSBB Journal
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• 제17권3호
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• pp.241-246
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• 2002

오늘날 섬유 염색공정에서 발생하는 염색폐수로 인해 많은 문제점들을 야기한다. 염색폐수에는 난분해성의 EG, PVA, TPA, 여러 종류의 계면활성제가 포함되어 있어 완전하게 처리하기가 어렵다. 현재 일반적으로 사용하고 있는 물리화학적 처리와 활성오니공정의 처리성을 향상하기 위하여 jet-loop reactor (JLR)와 물리화학적 처리를 결합한 새로운 공정을 개발하였다. JLR의 부피산소전달계수는 air-lift 반응기에 비해 아주 우수하였다. 또한 좀더 효율적인 처리를 위하여 JLR에 활성탄 담체를 적용하여 (JLRAS) 실험하였다. 체류시간이 8시간일 때 BOD, $COD_{Mn}$, $COD_{Cr}$, 색도 제거율은 각각 99, 86, 84, 83%로 우수하였다. JLRAS 성능은 $COD_{Mn}$의 부하 변동에도 아주 빠르게 회복되었다. 2차 물리화학적 응집처리의 최적 응집제로는 폴리황산제2철이며 130 mg/L 투입하였을때 $COD_{Mn}$과 색도의 제거율은 자각 85, 73%였다. 결론적으로 이 공정으로 난분해성의 많은 유기물을 효율적으로 처리할 수 있으며 운전비용도 감소시킬 수 있었다.

• 대한토목학회논문집
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• 제2권1호
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• pp.19-31
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• 1982

본(本) 연구(硏究)는 여과막(濾過膜) 활성(活性)슬러지공법(工法)에 의하여 독성(毒性)이 있는 phenol 폐수(廢水)의 처리가능성(處理可能性)을 조사하기 위하여 실시되었다. 합성(合成) phenol 폐수(廢水)를 4 기(期)에 걸쳐 연속주입 하면서 실시한 실험결과에 의하면 과거의 연구결과와 마찬가지로 합성섬유(合成纖維)담요가 내구성(耐久性), SS 제거율(除去率), 폐수투과율(廢水透過率) 등(等)을 고려할 때 여과막(濾過膜)으로서 알맞는 재료(材料)이며, 반응조(反應槽)의 수온(水溫)이 $10{\sim}15^{\circ}C$이하로 장시간 지속되면 여과막(濾過膜)의 폐수투과율(廢水透過率) 크게 감소된다는 것이 확인되었다. 여과막(濾過膜) 활성(活性)슬러지공법(工法)에서는 반응조내(反應槽內)의 미생물(微生物) 농도(濃度)가 높게 유지될 수 있어 높은 유기물부하(有機物負荷)서도 F/M 비(比)가 낮게 되므로 높은 phenol 제거효율(除去效率)을 얻을 수 있다. 본 연구에서는 반응조가 정상적으로 운영된 경우 $63{\sim}468mg/{\ell}$의 유입수(流入水) phenol 농도에서 $0.1mg/{\ell}$ 이하의 유출수(流出水) phenol 농도를 보였다. 또한 본(本) 연구(硏究)에서는 미생물(微生物) 성장계수(成長係數)가 제거(除去)된 COD 1 kg 당 0.035~0.160 kg SS로서 다른 활성(活性)슬러지공법(工法)에 비하여 매우 낮았으며 슬러지의 호기성(好機性) 소화시(消化時) 내호흡율(內呼吸率)의 온도보정계수(溫度補正係數)는 1.021로 관측되었다.

• 상하수도학회지
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• 제13권3호
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• pp.29-35
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• 1999

The purpose of this study is to remove the organics, nitrogen and phosphorus using biosorption for the domestic sewage. The new process using biosorption is based on the methods of contact-stabilization, which remove the organics by absorbing them to the surface of the microorganism in the activated sludge. This process consists of biosorption reactor, biosorption clarifier, nitrifying reactor, nitrifying clarifier, denitrifying reactor, phosphorus uptake(polishing) reactor and final clarifier. The efficiency of removal could be reached 91% for organics, 76% for nitrogen, 90% for phosphorus in Eujungbu pilot plant. We operated the plant which irrigated $10m^3$ per day for sewage. During our operation the HRT(Hydraulic Retention time) was maintained for 10.5hr, but it could be reduced as 8.5hr according to our operation results.

• 한국환경보건학회:학술대회논문집
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• 한국환경보건학회 2002년도 춘계 국제 학술대회
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• pp.26.1-28
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• 2002

Entrapped media with cellulous triacetate in which actived sludge was applied to induce operation factors and sewage treatment on site. The results are summarized as follows; The treatment efficiency of entrapped media is 92％, 90％ and 80％ at the size of 5mm, 7mm, and 12mm, respectively. Also, treatment efficient rate was increased by the packed amount of media in less than 30％ packed, while in more than 40％ packed that was decreased. It takes 10day to reach the steady states and it is less than the existing activated sludge method. The slopes of oxygen consumption rate are almost parallel both in the entrapped media and free sludge. When organic loading rate is less than 1.0 kg/㎥. d on site, it is achieved good removal rate independent of changes of loading rate.

• 한국환경보건학회지
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• 제28권1호
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• pp.51-65
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• 2002

This study was carried out to apply some basic physical and chemical treatment options including Fenton's oxidation, and to evaluate the performances and the characteristics of organic and nitrogen removal using lab-scale biological treatment system such as complete-mixing activated sludge and sequencing batch reactor(SBR) processes for the treatment of leachate from a municipal waste landfill in Gyeongnam province. The results were as follows: Chemical coagulation experiments using aluminium sulfate, ferrous sulfate and ferric chloride resulted in leachate CO $D_{Cr}$ removal of 32%, 23% and 21 % with optimum reaction dose ranges of 10,000～15,000 mg/$\ell$, 1,000 mg/$\ell$ and 500～2,000 mg/$\ell$, respectively. Fenton's oxidation required the optimum conditions including pH 3.5, 6 hours of reaction time, and hydrogen peroxide and ferrous sulfate concentrations of 2,000 ～ 3,000 mg/$\ell$ each with 1:1 weight ratio to remove more than 50% of COD in the leachate containing CO $D_{Cr}$ between 2,000 ～ 3,000 mg/$\ell$. Air-stripping achieved to remove more than 97% of N $H_3$-N in the leachate in spite of requiring high cost of chemicals and extensive stripping time, and, however, zeolite treatment removing 94% of N $H_3$-N showed high selectivity to N $H^{+}$ ion and much faster removal rate than air-stripping. The result from lab-scale experiment using a complete-mixing activated sludge process showed that biological treatability tended to increase more or less as HRT increased or F/M ratio decreased, and, however, COD removal efficiency was very poor by showing only 36% at HRT of 29 days. While COD removal was achieved more during Fenton's oxidation as compared to alum treatment for the landfill leachate, the ratio of BOD/COD after Fenton's oxidation considerably increased, and the consecutive activated sludge process significantly reduced organic strength to remove 50% of CO $D_{Cr}$ and 95% of BO $D_{5}$ . The SBR process was generally more capable of removing organics and nitrogen in the leachate than complete-mixing activated sludge process to achieve 74% removal of influent CO $D_{Cr}$ , 98% of BO $D_{5}$ and especially 99% of N $H_3$-N. However, organic removal rates of the SBR processes pre-treated with air-stripping and with zeolite were not much different with those without pre-treatment, and the SBR process treated with powdered activated carbon showed a little higher rate of CO $D_{Cr}$ removal than the process without any treatment. In conclusion, the biological treatment process using SBR proved to be the most applicable for the treatment of organic contents and nitrogen simultaneously and effectively in the landfill leachate.e.

• 한국물환경학회지
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• 제20권5호
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• pp.457-465
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• 2004

The objective of this study is to evaluate the possibility to apply the Moving Bed Biofilm Reactor(MBBR) in the activated sludge treatment process with existing aerobic HRT. Optimal operation conditions were assumed according to the analysis of organic matter and nutrients removal efficiencies depending on loading variations. The process was operated under different conditions: RUN I(HRT=7.14hr, $I{\cdot}R=100%$), RUN II(HRT=6.22hr, $I{\cdot}R=100%$), RUN III(HRT=6.22 hr, $I{\cdot}R=150%$), RUN IV(HRT=6.22hr, $I{\cdot}R=200%$), the TBOD removal efficien cies are 88%, 88.5%, 94.6%, 97.6%, respectively. Overall TSS removal efficiency is 90%, and it is increasing in RUN IV. In the case of Nitrogen, the highest removal efficiency of 90% was observed in RUN III and RUN IV, Nitrification and Denitrification rates are 0.013-0.016kg $NH_3-N/kg$ Mv-d and 0.009-0.019kg $NO_3/kg$ Mv-d, respectively. Phosphorus removal efficiencies are 89.6% in RUN I, 91.5% in RUN II, 84.3% in RUN III, and 76.4% in RUN IV. The process under shorter SRT yields better performance in terms of phosphorus removal. It was noticed that to achieve the effluent phosphorus concentration ofless than 1mg/L and removal efficiency higher than 80%, SRT should not be longer than 10 days. Experimental result shows that HRT of 6.22 hours is suitable for this treatment process, and, as a result, the aerobic reactor including moving media and DO depletion tank have a sufficient effect to the process performance.

• 한국물환경학회지
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• 제26권1호
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• pp.81-88
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• 2010

This study was conducted to find the capability of comparison of overall oxygen transfer coefficient in the membrane coupled high performance reactor (MPHCR) in treating high organic loading wastewater. Effluent quality had been analyzed while the influent organic loading rate was changed from 2 to $7kg\;COD/m^3{\cdot}day$. The oxygen transfer coefficients had been investigated using two-phase nozzle for operating variables which were internal circulation flowrate (5~8 L/min), air flow rate (0.0125~0.2 L/min), liquid temperature ($10{\sim}20^{\circ}C$), and pure-oxygen flow rate (0.0125~0.2 L/min). The overall oxygen transfer coefficient was increased with flowrate of internal circulation and air and high temperature. Especially, internal circulation flow rate showed distinct effect on overall oxygen transfer coefficient due to an increase of gas holdup and air-liquid contract area by two-phase nozzle. In the high range of organic loading rate from 4 to $7kg\;COD/m^3{\cdot}day$, the removable efficiency of COD was 91%. Conventional activated sludge process usually treat organic loading from 0.32 to $0.64kg\;COD/m^3{\cdot}day$ however, the MPHCR can treat 10 to 20 times higher if it would be compared to the conventional activated sludge process. Foaming problem often happened and caused biomass wash out of the reactor, therefore, the foaming should be controlled for the enhanced operation.