• 방사성폐기물학회지
• /
• 제13권3호
• /
• pp.211-218
• /
• 2015

본 연구에서는 산화된 피복관으로부터 염소화 공정을 통해 Zr을 선택적으로 회수하기 위한 연구의 일환으로, 단면이 개방된 ZIRLO 피복관의 염소화 반응 속도식을 열중량분석기를 이용하여 분석하였다. 실험을 통해 산화된 ZIRLO 피복관은 400도 염소화 조건에서 염소 기체와 반응하지 않는 것으로 확인되었다. 하지만 피복관 한쪽 혹은 양쪽 끝의 새로운 단면이 개방될 경우 ZIRLO의 염소화 반응이 가능함을 확인하였고 반응을 완료하기까지 8 시간이 소요되었다. 이는 반응 완료까지 7 시간이 소요된 산화되지 않은 피복관에 비하여 반응시간이 14% 증가한 것이다. Sharp-Hancock 식을 이용하여 단면이 개방된 ZIRLO 피복관과 염소 기체의 반응을 모사하기 위한 구조함수를 도출하였으며, 부피축소 모델이 본 연구 조건에서 가장 적합한 구조 함수로 확인되었다. 또한, 본 연구를 통해 ZIRLO 피복관의 표면이 산화되어 있는 조건에서도 단면노출을 통해 염소화 공정에 적용이 가능함을 확인하였다.

• 대한화학회지
• /
• 제37권1호
• /
• pp.136-140
• /
• 1993

새로운 methotrexate 중간체인 diethyl N-[4-{[(2,4-diamino-6-yl)methyl]-amino}benzoyl]-L-glutamate(10)를 합성하기 위하여 p-nitrobenzoic acid를 chlorination한 다음 L-glutamic acid와 coupling하고 이를 esterification한 후, 환원과 methylation시켜 diethyl N-(4-methylaminobenzoyl)-L-glutamate(7)를 합성하였다. 이 화합물(7)을 DMF 존재하에서 NaH와 allyl chloride를 가하여 allylation한 다음 여기에 $IN_3$ addition 반응으로 diethyl-p-[N-(2-azido-3-iodopropyl)-N-methyl]aminobenzoyl-L-glutamate(9)를 합성하였다. 이 화합물(9)을 2,4,5,6-tetraaminopyrimidine hydrochloride와 cyclization시켜 methotrexate diethylester를 얻었다.

• 약학회지
• /
• 제31권5호
• /
• pp.338-342
• /
• 1987

8-tert-Butyl-6,7-dihydro-5-methyl-8H-pyrrolo [3,2-e]-s-triazolo [1,5-a] pyrimidine (Bumepidil), one of the s-triazolo [1,5-a] pyrimidine derivatives, has been recently found to be the most promising potential coronary vasodilator and antihypertensive agent. In this report, a new synthetic approach for Bumepidil, via direct N-amination of amino pyrimidine intermediate, was studied and found to be useful method. The novel synthetic method comprise the following steps, acylation of $\gamma$-butyrolactone, condensation with guanidine, direct N-amination, cyclization, chlorination, and finally cyclization using tert-butyl amine.

• 상하수도학회지
• /
• 제14권3호
• /
• pp.224-230
• /
• 2000

Membrane processes are capable of removing much materials from water. The removal or rejection characteristics of a membrane is usually depend upon the nominal pore size or MWCO(molecular weight cut off). A membrane with a smaller nominal pore size or MWCO should be capable of removing smaller contaminants from water. A series of experiments was performed to investigate the separation characteristics of membrane processes which consisted of microfiltration(MF) and nanofiltration(NF). To evaluate removal efficiencies of some pollutants such as the consumption of $KMnO_4$, THMFP, NH3-N, Fe, Mn, and pesticides, source water sampled from the Kum river was treated by the those membrane processes. Also, the results of experiments were compared with those of conventional water treatment processes. By two types of the membrane process, total removal efficiency of $KMnO_4$ consumed, THMEP, and $NH_3-N$ were 91.0%, 84.3%, and 85.5%, respectively and those processes were efficient in pesticides removal as well. Most of the effluents satisfied the Korean standard of drinking water quality continuously in the experimental periods. However, NF was needed for producing the safe drinking water in case of treating the raw water contaminated with Mn since removal efficiency of MF was not high enough. On the basis of the experimental results, it was suggested that NF could be applied to remove not only $NH_3-N$ but THMFP even without pre-chlorination.

• 한국방재학회:학술대회논문집
• /
• 한국방재학회 2008년도 정기총회 및 학술발표대회
• /
• pp.417-420
• /
• 2008

Recently, the interest in NDMA(N-nitrosodimethylamine) has increased due to its recognition as a pollutant by Ontario Ministry of Environment and Energy and California Department of Health Sciences. It is, in fact, one of the DBPs(Disinfection By-products) which appears due to chlorination and is reported to be fatal if exposed continuously to human body. Due to uncertainty in mechanism to remove it, its treatment is not yet carried out. In this experiment, treatment of biological NDMA is carried out by letting it adsorbed on Granular Sludge and then filtering the medium through MF(Microfiltration) and UF(Ultrafiltration) membranes. Granular Sludge is adapted to aerobic and anaerobic conditions for 7 days and the experimental conditions are MLSS of 8000mg/L, COD of 250mg/L, TN of 12.5mg/L, and TP of 2.5mg/L. Several batch tests were carried out and samples were collected with the interval of 1 hour. Samples were measured by LSC(Liquid scintillation counter) after filtering by MF and UF. In batch test with granular sludge the permeate concentrations(removal efficiencies) of NDMA by MF and UF were 71.7ng/L(32.0%) and 62.0ng/L(43.7%) at aerobic state, and 52.0ng/L(49.2%) and 47.6ng/L(58.9%) at anaerobic state, respectively. Hence, UF membrane showed about 10% more removal efficiency than MF and removal efficiency at anaerobic condition was 15% more than that at aerobic condition.

• 한국물환경학회지
• /
• 제29권2호
• /
• pp.170-175
• /
• 2013

Achieving very low phosphorus levels in treated wastewater will require the installation of additional treatment. Phosphorus removal experiments by chemical coagulation were carried out for the effluent of wastewater treatment plant in this study. TP (total phosphorus) or phosphate were highly related to the addition of PAC (poly aluminium chloride) which is one of the inorganic coagulants. But, organic polymer did not significantly affect the phosphorus removal efficiency. Polymer affected the flocculation of particle especially particle matter less than 10 micrometer so, the number of micro particles was decreased by polymer dose. Chlorination would not affect on chemical coagulation process and TP and turbidity could be effectively removed by the co-addition of PAC and polymer.

• 한국물환경학회지
• /
• 제22권1호
• /
• pp.166-171
• /
• 2006

The objectives of the present paper were to investigate the concentration of total coliform in wastewater effluents and the effect of water chemical and physical characters in it. The most correlated parameter with total coliform was COD. It means that the wastewater treatment efficient effects on total coliform concentration. And we developed predictive model for the total coliform concentration. The estimated parameters for model were COD, temperature, nitrite, chloride, Mn and regression model equation was determined; log (Total Coli.) = 1.861+0.065[COD]+0.038[temperature]-0.0004[$Cl^-$]+3.697[Mn]-0.32 [$NO_2-N$] The developed model provided very strong correlation ($R^2:0.82$) between total coliform and regression equation. The parameters having high sensitivity were COD and temperature. So the study indicated that if the temperature and COD of wastewater effluent were known, we would estimate the concentration of total coliform and decide the most effective usage of chlorine.

• Bulletin of the Korean Chemical Society
• /
• 제16권7호
• /
• pp.609-613
• /
• 1995

The reaction of chloro(methylthio and arylthio)methanephosphonate (1) and Pummerer-type reaction of sulfinylmethanephosphonate (2) with nucleophiles such as aromatic compounds and thiols were examined. The direct chlorination of (methylthio and arylthio)methanephosphonate with N-chlorosuccinimide (NCS) led to the formation of monochlorinated phosphonates (1) in good yield. The reaction of 1 with aromatic compounds and thiols in the presence of stannic chloride afforded a variety of aryl(methylthio)methanephosphonates (3) and thioacetals of formylphosphonates (4), respectively. Phosphonates 3 and 4 were also obtained from the reaction of Pummerer intermediate, generated from sulfinylmethanephosphonate (2), with aromatic compounds and thiols, respectively. A versatile reaction conditions to generate Pummerer intermediate were examined. The best condition was the combination of trifluoroacetic anhydride with stannic chloride. All reactions may involve an initial formation of α-phosphoryl thiocarbocation and a subsequent nucleophilic attack of aromatic compounds and thiols.

• 대한환경공학회지
• /
• 제36권8호
• /
• pp.542-548
• /
• 2014

본 연구에서는 염소처리시 요오드계 트리할로메탄(iodo-trihalomethanes, I-THMs)의 생성에 영향을 미치는 인자들을 조사하였다. 염소를 소독제로 사용하여 염소 투입농도, 수온, pH, 브롬이온과 요오드이온 농도, 염소 접촉시간, 암모니아성 질소농도 및 용존 유기물질의 특성 변화에 따른 I-THMs 6종에 대한 생성특성을 조사하였다. 수중의 요오드이온과 브롬이온의 농도가 증가할수록 I-THMs의 생성농도가 증가하였으며, 염소 투입농도 및 수온에 따른 I-THMs 생성에서는 염소 투입농도 및 수온 상승에 비례하여 I-THMs 생성농도도 증가하다가 염소 투입농도 3 mg/L 및 수온 $30^{\circ}C$ 이상의 조건에서는 오히려 I-THMs 생성농도가 감소하였다. 또한, 시료수의 pH가 상승할수록 I-THMs의 생성농도가 증가하였다. 수중의 $NH{_4}{^+}-N$ 농도가 증가할수록 염소와 반응하여 생성된 클로라민에 의해 I-THMs 생성농도가 증가하였다. 하수처리장 방류수, 휴믹산 조제수, 조류유래 유기물질 함유수 및 4개의 낙동강 시료수(고령, 매리, 하구 및 진천천)와 같은 7개의 시료수의 유기물질과 I-THMs와의 반응성을 조사한 결과, 하수처리장 최종방류수가 I-THMs와의 반응성($12.31{\mu}g/mg$)이 가장 높았고, 다음으로 휴믹산 시료수($4.96{\mu}g/mg$)로 나타났고, 조류유래 유기물질이 가장 낮은 결과($0.99{\mu}g/mg$)를 나타내었다. 또한, $SUVA_{254}$값과 I-THMs 반응성과의 상관성을 평가한 결과에서 상관계수($r^2$)가 0.002로 매우 낮게 나타나 $SUVA_{254}$값과 I-THMs 생성과는 연관성을 찾기가 어려웠다.

• 대한환경공학회지
• /
• 제36권9호
• /
• pp.604-608
• /
• 2014

천연유기물질(NOM)과 모노클로라민이 반응할 때 NOM내 용존유기질소(DON)가 유기성 클로라민의 생성에 미치는 영향에 대하여 조사하였다. 실험에 사용된 16가지 NOM의 용존유기탄소(DOC)에 대한 DON의 비(DOC/DON)는 7~47 mg-C/mg-N이었다. NOM 용액의 모노클로라민 반응시 유기성 클로라민 생성 농도는 24시간 후에 최대치(평균값 $0.16mg-Cl_2/mg-N$)로 염소반응에 비하여 유기성 클로라민의 생성량은 적었으나, 분해되어 감소되는 속도는 낮아 반응 120시간 후에 최대치 대비 평균 56% 감소되었다. NOM내 DON의 함유비가 높은 경우(DOC/DON 비가 낮은 경우)에 유기성 클로라민의 생성량이 상대적으로 높게 나타났으나, 소수성, 친수성, 중간성, 콜로이드성 등 NOM의 특성에 따른 유기성 클로라민 생성량의 차이는 크지 않았다. 모노클로라민의 주입량을 증가시킬수록 유기성 클로라민 생성량이 선형적으로 증가하였고($R^2=0.91$), 주입된 모노클로라민 중 6%가 유기성 클로라민으로 전환되어 모노클로라민 소독시 유기성 클로라민 형성에 의한 소독능 저하는 크게 우려할 바는 아닐 수 있다.