• KSBB Journal
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• 제14권1호
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• pp.76-81
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• 1999

Wmogradsky column을 이용하여 자연계 및 폐수처리장 등 10 개소로부터 순수 분리한 균주에 대하여 암모니아성 질소와 아질산성 질소 산화능 및 특성을 조사하였다. 암모니아성 질소의 경우 가장 성능이 우수한 균주는 K회사 폐수처리장에서 분리된 Nitrosomonas KBI이었고 배양 4일 후 91%의 산화력을 보여주었다. 아질산성 질소의 산화능이 가장 우수한 균주는 K회사 폐수처리장에서 분리된 Nitrobacten KB2이었고, 배양 4일후 91%의 산화력을 보여주었다 Nitrobacten KB1의 최적 성장 온도는 $28^{\circ}C$,pH는 7이었다. 초기 배지의 암모니아성 질소의 농도를 조절해 산화 속도를 비교해 본 결과 100mg/L미만일 경우에는 6.7mg/day까지 상승하다가 100mg/L 이상에서는 $28^{\circ}C$,pH는 7이었다. Nitrobacten KB2의 최적 성장 온도는 $28^{\circ}C$,pH는 7이었다. Nitrobacten KB2 균주를 대상으로 초기 아질산성 질소의 농도를 변화시켜 산화 속도를 비교해 본 결과 아질산성 질소의 농도가 증가할수록 산화속도가 증가하였으며, 20mg/L 이상에서는 약 4.2mg/day로 산화속도를 유지되었다.

• 상하수도학회지
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• 제32권2호
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• pp.159-168
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• 2018

Climate change is believed to increase the amount of dissolved organic matter in surface water, as a result of the release of bulk organic matter, which make difficult to achieve a high quality of drinking water via conventional water treatment techniques. Therefore, the natural water treatment techniques, such as managed aquifer recharge (MAR), can be proposed as a alternative method to improve water quality greatly. Removal of bulk organic matter using managed aquifer recharge system is mainly achieved by biodegradation. Biodegradable dissolved organic carbon (BDOC) and assimilable organic carbon (AOC) can be used as water quality indicators for biological stability of drinking water. In this study, we compared the change of BDOC and AOC with respect to pretreatment methods (i.e., ozone or peroxone). The oxidative pretreatment can transform the recalcitrant organic matter into readily biodegradable one (i.e., BDOC and AOC). We also investigated the differences of organic matter characteristics between BDOC and AOC. We observed the decreases in dissolved organic carbon (DOC) and the tryptophan-like fluorescence intensities. Liquid chromatographic - organic carbon detection (LC-OCD) analysis also showed the reduction of the low molecular weight (LMW) fraction (15% removed, less than 500 Da), which is known to be easily biodegradable, and the biopolymers, high molecular weight fractions (66%). Therefore, BDOC consists of a broad range of organic matter characteristics with respect to molecular weight. In AOC, low molecular weight organic matter and biopolymers fraction was reduced by 11 and 6%, respectively. It confirmed that biodegradation by microorganisms as the main removal mechanism in AOC, while BDOC has biodegradation by microorganism as well as the sorption effects from the sand. $O_3$ and $O_3+H_2O_2$ were compared with respect to biological stability and dissolved organic matter characteristics. BDOC and AOC were determined to be about 1.9 times for $O_3$ and about 1.4 times for $O_3+H_2O_2$. It was confirmed that $O_3$ enhanced the biodegradability by increasing LMW dissolved organic matter.

• 대한토목학회논문집
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• 제7권3호
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• pp.33-44
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• 1987

본(本) 연구(硏究)에서는 생물학적(生物學的) 유동층(流動層)에서의 산소전달(酸素傳達) 능력(能力)을 향상(向上)시키기 위하여 에어리프트를 이용(利用)한 간접폭기방식(間接曝氣方式)을 채택(採擇)하고, 이에 따른 생물학적(生物學的) 유동층(流動層)에서의 산소전달(酸素傳達), BVS변화(變化)와 메디아 유동특성(流動特性), 기질제거(基質除去)와 산소이용(酸素利用)과의 관계 등을 검토(檢討)하였다. 실험(實驗)은, 생물학적(生物學的) 유동층(流動層)의 메디아로서 합성섬유(合成纖維) 부섬포(不纖布)를 사용(使用)하였고 합성하수(合成下水)에 대하여 $20^{\circ}C$를 유지(維持)한 연속식(連續式) 반응조(反應槽)로 수행(修行)되었다. 실험(實驗) 결과(結果), 에어리프트를 이용(利用)한 간접폭기(間接曝氣)는 산소전달면(酸素傳達面)에서 유동층(流動層)의 직접(直接) 폭기(曝氣)에 의한 산소공급(酸素供給) 방식(方式)보다 효과적(効果的)임을 알 수 있었고 메디아의 한계부착(限界附着) 미생물농도(微生物濃度)는 20~23g/l의 범위로 나타냈으며 생물학적(生物學的) 유동층(流動層) 반응조(反應槽)에 케이지를 적용(適用)하면, 유동층(流動層)의 균등(均等)한 미생물(微生物) 농도(濃度) 유지(維持)는 물론 메디아의 유동특성(流動特性)도 향상(向上)시킬 수 있는 것으로 나타났다. 또한, F/M비(比) 0.36~0.73까지의 부하변동(負荷變動)에도 91% 이상(以上)의 BOD 제거율(除去率)이 유지(維持)됨으로써 부하변동(負荷變動)에 따른 적응력(適應力)이 양호(良好)함을 확인(確認)할 수 있었고 BVS농도(濃度) 15~20g/l에서의 산소비섭취율(酸素比攝取率)($K_r$)은 $0.23{\sim}0.26gO_2/g\;VSS{\cdot}day$로 나타났다.

• 대한환경공학회지
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• 제37권3호
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• pp.182-190
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• 2015

본 연구에서는 장성에 위치한 황룡강에서 채취한 모래를 이용하여 유기물질과 의약화합물 제거효율을 평가하고 의약화합물의 제거 메커니즘을 규명하고자 하였다. 회분식 실험 및 칼럼 실험으로 대수층 함양관리기술을 모사하였으며, 모든 실험은 담양 하수처리장의 의약화합물이 포함된 최종방류수를 원수로 하여 구동하였다. 회분식 실험 및 칼럼 실험을 통해 유기물질과 의약화합물은 토양 유기물질과 미생물 활성도에 영향을 받아 제거되는 것을 보였다. 유기물질 제거는 생물학적 조건에서 잘 되는 것으로 나타났다. 중성과 양이온 의약화합물(iopromide, estrone 및 trimethoprim)의 경우에는 일반 모래, 구운 모래를 사용한 회분식 실험 모두 70% 이상의 제거효율을 나타냈다. 반면, carbamazepine의 경우는 회분식과 칼럼 실험에서 제거가 잘 이루어지지 않았다. 음이온 의약화합물 (ketoprofen, ibufrofen 및 diclofenac)의 경우 모래 표면의 SOM과 미생물 활성도에 영향을 받아 제거가 되는 것을 보였다. 회분식과 칼럼 실험을 바탕으로 생물학적 영향과 수착이 대수층 함양관리기술에서 의약화합물 제거에 주요한 메커니즘으로 나타났다.

• Fisheries and Aquatic Sciences
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• 제1권2호
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• pp.242-249
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• 1998

The engineering aspect of water treatment processes in the recirculating aquaculture system was studied. To recycle the water in the aquaculture system, a wastewater treatment process was required to maintain high water quality for the growth and health of the cultured fish. In this study, three different biofilm processes were used to reduce the concentration of organic matters and ammonia from the recirculating water - two phase fluidized bed, three phase fluidized bed, and trickling filter. The objectives of this research were to evaluate the optimum treatment conditions of the biofilm processes for the recirculating aquaculture system, and thereby reduce the volume of biofilm processes, which are commonly used for the recycle water treatment processes for aquaculture. The result of this study showed that the removal efficiency of organic matters by trickling filter was found to be lower than that of the fluidized bed. In the trickling filter system, anthracite showed better organic removal efficiency than crushed stone as a media. In the two phase fluidized bed, the maximum removal efficiency of either organics or ammonia was obtained when both the packing rate of media was maintained to $40\%$ of total reactor depth excepting sediment zone and the bed expansion rate was maintained to $100\%$. When 100 tilapia (Oreochromis niloticus) of each average 200g was reared, the pollutant production rate was 0.07g $NH_4\;^+-N/kg$ fish/day and 0.06g P04-3-P/kg fish/day, and sludge production rate was 0.39 g SS/kg fish/day. In the two phase and three phase fluidized bed, the volume of water treatment tank could be calculated from an empirical equation by using the relationship between the influent COD to $NH_4\;^+-N$ ratio (C/N, -), media concentration (Cm, g/L), influent ammonia nitrogen concentration (Ni, mg/L), effluent ammonia nitrogen concentration (Ne, mg/L), bed expansion rate $(E,\;\%)$, and influent flowrate $(Q,\;m^3/hr)$. The empirical equation from this study is $$V_2\;=\;10^{3.1279}\;C/N^{3.5461}\;C_m\;^{-3.7473}\;N_i\;^{4.6477}\;E^{0.0326}\;N_e\;^{-0..8849}\;Q\;(Two\;Phase\;FB) V_3\;=\;10^{11.7507}\;C/N^{-1.2330}\;C_m\;^{-6.5715}\;N_i\;^{1.5091}\;N_e\;^{-1.8489}\;Q (Three\;Phase\;FB)$$

• Parasites, Hosts and Diseases
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• 제48권3호
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• pp.219-224
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• 2010

This study has been conducted to estimate the occurrence of Cryptosporidium oocysts in water supplies in the Metropolitan area of Seoul, South Korea, for 10 years from 2000 to 2009. Water samples were collected quarterly at 6 intakes in the Han River and its largest stream and 6 conventional Water Treatment Plants (WTPs) serving drinking water for 10 million people of Seoul. Cryptosporidium oocysts were found in 22.5% of intake water samples and arithmetic mean was 0.65 oocysts/10 L (range 0-22 oocysts/10 L). Although the annual mean of oocyst number was as low as 0.04-1.90 oocysts/10 L, 3 peaks in 2004 and 2007 were observed and the pollution level was a little higher in winter. The lowest density was observed at Paldang intake and the pollution level increased at Kuui and Jayang intakes. At the end of the largest stream, oocysts were found in 70% of collected samples (mean 5.71 oocysts/10 L) and it seemed that its joining the Han River resulted in the increase at Kuui intake and downstream. Oocyst removal by physical process exceeded 2.0-2.3 log and then all finished water samples collected at 6 WTPs were negative for Cryptosporidium in each 100 L sample for 10 years. These results suggested that domestic wastewater from the urban region could be a source of Cryptosporidium pollution and separating sewage systems adjacent to the intakes could be meaningful for some intakes having weakness related to parasitological water quality.

• Environmental Engineering Research
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• 제14권3호
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• pp.164-169
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• 2009

A powder form of aluminum (hydr)oxides is not suitable in wastewater treatment/filtration systems because of low hydraulic conductivity and large sludge production. In this study, aluminum (hydr)oxide-coated sand (AOCS) was used to remove phosphate from aqueous solution. The properties of AOCS were analyzed using a scanning electron microscopy (SEM) combined with an energy dispersive X-ray spectrometer (EDS) and an X-ray diffractometer (XRD). Kinetic batch, equilibrium batch, and closed-loop column experiments were performed to examine the adsorption of phosphate to AOCS. The XRD pattern indicated that the powder form of aluminum (hydr)oxides coated on AOCS was similar to a low crystalline boehmite. Kinetic batch experiments demonstrated that P adsorption to AOCS reached equilibrium after 24 h of reaction time. The kinetic sorption data were described well by the pseudo second-order kinetic sorption model, which determined the amount of P adsorbed at equilibrium ($q_e$ = 0.118 mg/g) and the pseudo second-order velocity constant (k = 0.0036 g/mg/h) at initial P concentration of 25 mg/L. The equilibrium batch data were fitted well to the Freundlich isotherm model, which quantified the distribution coefficient ($K_F$ = 0.083 L/g), and the Freundlich constant (1/n = 0.339). The closed-loop column experiments showed that the phosphate removal percent decreased from 89.1 to 41.9% with increasing initial pH from 4.82 to 9.53. The adsorption capacity determined from the closed-loop experiment was 0.239 mg/g at initial pH 7.0, which is about two times greater than that ($q_e$ = 0.118 mg/g) from the kinetic batch experiment at the same condition.

• 한국지능시스템학회:학술대회논문집
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• 한국퍼지및지능시스템학회 2003년도 춘계 학술대회 학술발표 논문집
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• pp.275-278
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• 2003

본 연구에서는 축산폐수공공처리장내에 설치된 Pilot-scale SBR(유효부피,20㎥)를 이용하여 sub-cycle의 폭기/무산소구간을 최적화하기 위하여 DO를 입력으로 하여 넓은 운전조건에서 적용될 수 있는 퍼지제어기를 개발하고, 또한 부하이상을 신속히 진단하여 유입부하량을 제어할 수 있는 퍼지 시스템 제어기를 개발하였다. DO값을 입력으로 한 퍼지제어기로서 안정성과 연속성에서 우수하였으나 시스템에 따라서 소속함수의 범위를 재조정해야 할 필요가 있다. DO미분값은 변화폭이 큰 지점을 검출함으로써 지연시간(lag time)의 DO값에 관계없이 적용할 수 있는 장점이 있다. 제어기의 적용성과 안정성을 높이기 위해서는 두 가지 제어인자를 동시에 고려할 필요가 있으며 퍼지 소속함수에 대한 입력으로서 DO값과 DO미분값을 적용하였다. 그 결과 폭기구간에서 매우 안정적이고 신속하게 폭기제어지점의 검출을 보여주고 있어 최적화된 제어가 가능함을 보여준다. 현장실험결과 지연시간에서의 DO가 높고 외란이 심한 경우에도 적용될 수 있음을 보여주었다.

• 한국축산시설환경학회지
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• 제19권1호
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• pp.39-46
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• 2013

This study was carried out to compare the filtration effect of anaerobic digestion waste water by compost filtration bed. Three types of filtration systems were set for filtration test following to composition of bedding materials. Two filtration systems were filled with sawdust, rice-hull and wood-chip. And the other was filled with sawdust and rice-hull. Anaerobic digestion waste water was applied evenly on the surface of the filtration bed with spraying nozzle. The concentration of nitrogen, biochemical oxygen demand (BOD), suspended solids (SS) of anaerobic digestion waste water was decreased by filtration treatment. The total nitrogen content was decreased from 1,313 mg/L to 1,090~1,293 mg/L and BOD concentration was decreased from 529.7 mg/L to 125~162.3 mg/L, respectively. The SS content was decreased from 69~79% by filtration process. In addition, the electrical conductivity (EC) was decreased from 10.22 ds/m to 7.91~8.31 ds/m.

• 대한공간정보학회지
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• 제1권2호
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• pp.143-152
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• 1993

수질개선을 위한 장기연구 사업(G-7 Project)이 환경처 주관으로 시작되었다. 이 연구사업의 하나인 수질 정보 시스템 개발은 2개의 국립연구소와 대학, 그리고 관련 회사들의 합작으로 추진되고 있다. 이 연구는 통합적 수질관리를 위한 컴퓨터 시스템(ISWQM : Integrated System of Water Quality Management)의 개발을 목표로 하고 있다. 이 ISWQM은 4개의 주된 구성요소 - GIS 데이타베이스, 두개의 인공지능 기법을 바탕으로 한 도심지 오염 부하량 산정을 위한 모델들, 그리고 GIS 데이타베이스와 모델이 연계를 위한 컴퓨터 S/W - 들로서 구성되어 있다. 이러한 ISWQM은 주로 장기적 수질 관련 정책입안을 위한 의사 결정에 도움을 주기 위하여 개발이 시작되었다. GIS는 이러한 수질 관리 시스템의 개발에 있어서 필요시 되는 모든 입력 자료의 공간 데이타베이스 구성에 사용되었으며, GUI(Graphic User Interface)를 통한 위의 4개의 구성요소들을 연계시켜 효율적 SI(System Integration)을 이룩하는데 사용되었다.