• 제목/요약/키워드: $COD_{cr}$

검색결과 332건 처리시간 0.023초

광양만으로 유입하는 하천하구에서의 이화학적 특성 -우수기 직후 유입하천에 따른 영향- (Physicochemical Characteristics of Kwangyang Bay - effect of inputting rivers after rainy season in summer -)

  • 김은영;정흥호;정호승;조환익;황주찬;최상원
    • 한국환경과학회지
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    • 제13권9호
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    • pp.789-798
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    • 2004
  • Physicochemical characteristics of Kwangyang Bay, have been investigated on the effects of inputting rivers just after rainy season in summer 2003. The results ranged from 4.96~8.01 mg/L for DO, 1.16~3.09 mg/L for COD, 7.21~67.71 uM for DIN and 0.12~121.84 uM for phosphate. The COD of Yeosu Area was 1.19~3.09 mg/L, Kwangyang Area was 1.23~2.76 mg/L. The COD of Wallae cheon in Yeosu Area was 3.09 mg/L and Donghoan in Kwangyang Area was 2.76 mg/L. The reason of high COD might be industrial sewage of organic chemical plants and iron foundry. DIN of Yeosu Area and Kwangyang Area were 7.21~63.43 ${\mu}M$ and 8.43~67.71 ${\mu}M$ respectively. The average phosphate of Yeosu Area was 23.65 u. The source of phosphate might be industrial sewages of fertilizer plant and phosphate gypsum stocked with high amounts. The metal concentrations were measured in the range of 1.01~175.10 ${\mu}g/L$ for Cu, 0.13~1.78 ${\mu}g/L$ for Cd, 1.13~5.21 ${\mu}g/L$ for Pb, 1.58~13.57 ${\mu}g/L$ for Cr and 1.07~20.68 ${\mu}g/L$ for As. The average Cu concentration was 78.99 ${\mu}g/L$ in Kwangyang Area. The source of Cu might be industrial sewage of iron foundry. The average Cr concentration of Yeosu Area was 9.07 ${\mu}g/L$. That is 2 times higher than Kwangyang Bay 5.74 ${\mu}g/L$, because of sewage of chemical plants.

돼지 축분자원화물의 발생 및 배출부하 원단위 산정에 관한 연구 (A study on the estimation of unit load generation and discharge from livestock resources of piggery)

  • 한기봉;강영희;윤지현;임재명;원철희;최승철
    • 유기물자원화
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    • 제14권3호
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    • pp.91-100
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    • 2006
  • 본 연구에서는 돼지 분 뇨 및 폐수의 오염물 부하를 조사 및 분석함으로써 다양한 형태의 돼지 돈사로부터 발생 및 배출되는 오염물 부하 원단위를 산정한 결과는 다음과 같다. 오염물질의 발생부하 원단위는 돼지의 성장단계에 비례하여 증가하였으나, 돈사의 형태에 따른 발생부하 원단위는 각 돈사별 평균값을 고려할 때 큰 차이를 보이지 않았다. 3계절과 생체 중량을 고려한 평균 분뇨 발생량은 분이 1.49kg/head/d, 뇨가 3.08kg/head/d로서 총 4.57kg/head/d가 발생하였다. 돈사의 형태와 계절을 고려한 최종적인 평균 오염물질 발생부하 원단위는 BOD 199.5g/head/d, $COD_{cr}\;413.5g/head/d$, T-N 27.8g/head/d, T-P가 5.3g/head/d로 나타났다. 시멘트 돈사에서 배출되는 폐수의 배출부하 원단위는 BOD 31.3g/head/d, $COD_{cr}\;95.6g/head/d$, T-N 8.9g/head/d, T-P가 3.1g/head/d로 조사되었다. 분의 수거율(80%, 90%)을 고려한 분의 발생부하 원단위와 시멘트 돈사의 폐수발생 원단위의 합을 슬러리 돈사의 배출부하 원단위와 비교 시, 오염물질과 항목별로 다소의 차이는 있으나 거의 유사하였다.

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소규모 쓰레기 매립장 침출수의 효율적인 처리 방안에 관한 연구 (Effective Treatment System for the Leachate from a Small-Scale Municipal Waste Landfill)

  • 조영하;권재현
    • 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.

생물학적 처리 침출수의 응집 및 펜톤산화 처리 (Effective Coagulation and Fenton Reagent Oxidation of Effluent from Biological Landfill Leachate Treatment)

  • 원종철;남궁완;박기혁;조준호;윤조희
    • 대한환경공학회지
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    • 제22권5호
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    • pp.811-817
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    • 2000
  • 본 연구에서는 생물학적으로 질산화/탈질 처리한 침출수와 기존 라군 처리한 침출수를 대상으로 응집과 펜톤산화시 최적 처리조건을 탐색하고, 펜톤산화시 알카리도가 COD 처리효율에 미치는 영향을 조사하였다. Jar-Tester를 이용한 응집처리시 염화제이철($FeCl_3$)의 적정 투입농도는 약 $1500mgFe^{3+}/L$로 조사되었으며, 이때 $COD_{Cr}$은 약 55%, $COD_{Mn}$은 약 64%의 처리효율을 나타냈다. 응집처리후($1,500mgFe^{3+}/L$) 펜톤처리시 약품투입비는 $Fe^{2+}/H_2O_2$의 비 1.5에서 COD 처리효율은 약 80%로 최대 처리효율을 나타냈으며, 이때 최적 약품투입농도는 철염 $600mgFe^{2+}/L$, 과산화수소수 $400mgH_2O_2/L$이었다. 펜톤 산화시 유입수의 알카리도가 증가됨에 따라 COD 처리효율이 저하되었다.

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낙동강, 서낙동강, 수영천 하구의 하상구조에 따른 연중 퇴적저토의 오염특성 연구와 부산근해 적조에의 영향에 관한 연구 (A Study on the Relation between Riverbed Structure and Pollutant Concentration in Down Stream of Nakdong River)

  • 황선출;이봉헌
    • 한국환경과학회지
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    • 제6권5호
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    • pp.513-520
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    • 1997
  • This study was performed to investigate the riverbed structure and the pollution type in Nakdong River, Western Nakdong River. and Suyoung Stream. Sediment and water samples were collected at is in Nakdong River. in Western Nakdong River, and 8 states In Suyoung Stream from February 20, 1997 to June 15, 1997. The depth distributions of sampling sites in the three streams were measured and heavy metals(Cd, Pb, Cr, Cu) and pesticides in sediments and COD, BOD, and total nitrogen(T-N) in water samples were analysed. The deepest and the shallowest sites were strate 11(11.58m) and 9(3.35m) in Nakdong River, site 7(6.25m) and 4(2.06m) in Western Nakdong River, and site 8(2.89m) and 1(0. 61m) in Suyoung Stream , respectively. The mean concentration of Cd(45.79ppm) was higher In the sediment of Western Nakdong River than In other two streams and those of Pb(76.25ppm), Cr(48.13ppm), and Cu(77.50ppm) were higher in file sediment of Suyoung Stream than in other two streams. Pesticides(1 kind of organophosphorus and 3 kinds of organochlorine pesticide) were detected only in the sediment of Western Nakdong River. The mean concentrations of COD(20.26ppm), BOD(25.36ppm), and T-N(18.05ppm) were higher in the water sample of Suyoung Stream than In other two streams.

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직렬연결 수직 및 수평 흐름 갈대 제올라이트 인공습지에 의한 생활하수 처리 (Evaluation of Combined Vertical and Horizontal Flow Zeolite-Filled Reed Bed with Intermittent Feeding for Sewage Treatment)

  • 서정윤
    • 한국습지학회지
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    • 제16권1호
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    • pp.51-59
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    • 2014
  • 본 연구의 목적은 직렬연결 수직 및 수평 흐름 갈대 제올라이트 인공습지에 생활하수를 간헐적으로 주입하였을 때 처리효율을 조사하는 것이다. 각 항목별 유입수에 대한 평균 처리효율은 수직 흐름 인공습지 유출수에서 BOD 92.42%, $COD_{Cr}$ 79.02%, $COD_{Mn}$ 80.62%, SS 98.33%, T-N 37.06%, $NH{_4}^+-N$ 99.45%, T-P 57.96%이었으며 수평 흐름 인공습지 유출수에서 BOD 95.56%, $COD_{Cr}$ 91.02%, $COD_{Mn}$ 87.78%, SS 99.22%, T-N 45.87%, $NH{_4}^+-N$ 99.88%, T-P 71.17%이었다. 최종 유출수 중 T-N은 대부분이 $NO{_3}^--N$이었으며 $NO{_2}^--N$은 평균 0.04mg/L 이하이었다. 특히, 갈대 제올라이트 인공습지는 SS와 $NH{_4}^+-N$의 처리에 탁월하였다.

각종 염색조제의 생분해성에 관한 연구 (A Study on Biodegradability of Various Dyeing Auxiliaries)

  • 류원률;이호경;이영호;신현철;최장승;이기풍;조무환
    • 한국염색가공학회지
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    • 제10권6호
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    • pp.42-48
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    • 1998
  • For the effective operation of complex dyeing wastewater treatment plant, the biodegradability of various dyeing agents were investigated. For experiments in biodegradability, activated sludge from aeration tank of wastewater treatment plant was used. Biodegradability of dyeing agents were compared by measuring the $BOD_5/COD_{Cr}$ ratios and $BOD_5$ removal efficiency. $COD_{Cr}$. removal efficiency of dyeing agents was less than 80% , while $BOD_5$ removal efficiency was less than 60% after of days. Therefore, biodegradation by activated sludge were found very difficult. Judging from this, it is necessary to isolate strains biodegrading dyeing agents in order to operate activated sludge process safely.

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염색폐수의 생물학적 색도제거 연구 (Biological Decolorization Characteristics of Dyeing Wastewater)

  • 김미경;서상준;신응배
    • 한국물환경학회지
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    • 제22권2호
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    • pp.333-341
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    • 2006
  • The concept for the decolorization in biological dye wastewater treatment systems is based on anaerobic treatment, for the reductive cleavage of the dyes' azo linkages, in combination with aerobic treatment, for the degradation of the products from azo dye cleavage, aromatic amines. Batch tests were conducted to examine the conditions and the factors affecting biological treatment of dye wastewater. From the tests, the removal efficiencies of organics and colors of dyeing wastewater were improved to $COD_{Cr}$ 27% and color 9% by injecting 10% of the domestic wastewater as a cosubstrate, and $COD_{Cr}$ 30%, color 22% with 30% injection of domestic wastewater. Therefore it was proved that decolorization efficiency is demonstrated with domestic wastewater as a cosubstrate. The analysis of aromatic amines in wastewater showed that decolorization was achieved by cometabolism while aromatic amines were produced by cleavage of azo bonds under anaerobic conditions and these products were removed in an aerobic tank subsequently.

상향류식 고정생물막조를 이용한 오염소하천 정화에 있어서 유출수 농도 예측 (Prediction of Effluent Concentration for Contaminated Stream Purification using UFBR)

  • 박영식;문정현;안갑환
    • 한국습지학회지
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    • 제4권1호
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    • pp.87-95
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    • 2002
  • The objective of this study is to treat contaminated stream by using a UFBR(upflow fixed biofilm reactor) packed with waste-concrete media. This system was tested from June 1999 to January 2000. Over $20.0^{\circ}C$, $COD_{cr}$ removal efficiency did not affected with organic loading rate while, $COD_{cr}$ removal efficiency decreased about 7% with decrease of temperature from $27.0^{\circ}C$ to $8.7^{\circ}C$. Under $16^{\circ}C$, TKN removal efficiency was affected with TKN loading rate. The proposed model apply to mass balance equation of fixed biofilm reactor for predicting effluent was well satisfied with measured value($R^2=0.94$).

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인천시 위생매립지 쓰레기 조성 및 침출수 특성에 관한 연구 (A Study on Composition of Municipal Solid Wastes and Characteristics of Leachate in In-Cheon Sanitary Landifil Site)

  • 박석환;정문식
    • 한국환경보건학회지
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    • 제18권1호
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    • pp.63-68
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    • 1992
  • This study was performed to investigate the seasonal variation of the composition of domestic solid wastes and the characteristics of the leachate sampled in In-Cheon sanitary landfill site. The results were as follows 1. Combustible part was larger than incombustible part of the domestic solid wastes in spring and sumer. 2. The food waste was major source of solid wastes in In-Cheon city as 36.5%, and its variation by seasons was negligible. 3. BOD of the leachate was in the range of 853~7, 350mg/l, and fluctuated by seasons. 4. The mean of COD$_{cr}$ Was 5, 044mg/l, the mean of COD$_{Mn}$ was 2, 212mg/l. Namely, the method by $K_{2}Cr_{2}O_{7}$ was more sensitive than the method by KMnO$_{4}$. 5. TOC was in the range of 773~3, 958mg/l, it was lower than BOD.

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