• 제목/요약/키워드: hydraulic retention time (HRT)

검색결과 201건 처리시간 0.027초

常溫에서 豚 . 人糞混合廢棄物의 嫌氣性處理(I) (Anaerobic Digestion of Pig Manure and Night Soil Mixed Waste in a Normal Temperature (I))

  • Kim, Nam-Cheon;Min, Dal-Ki
    • 한국환경보건학회지
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    • 제14권1호
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    • pp.63-71
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    • 1988
  • This study is an experimental research on the anaerobic digestion of pig manure and night soil mixed waste at room temperature (25$\circ$C), and the results are shown below: 1. The steady-state condition based on gas production as digestion temperature dropped to 25$\circ$C from 35$\circ$C was achieved at around 28, 47, 56, 64 days respectively when its hydraulic retention time(HRT) are 10, 20, 30, 40 days. 2, Alkalinity and volatile acid(VA) was increased as increasing the organic loading. 3. Removal efficiency of chemical oxygen demand(COD) and biochemical oxygen demand (BOD) was improved as longer HRT, and generally COD value is lower and BOD value is higher relatively. 4. Overall treatment efficiencies of mixed waste are higher than of pig manure and of night soft. 5. Organic removal efficiency at room temperature (25$\circ$C) is 20-25% lower at medium temperature (35$\circ$C) in a same VS loading condition. 6. Refractory fraction of the infiuent VS and organic removal rate constant(K) estimated at around 37% and 0.107/day respectively.

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실험실규모 반응조 운전을 통한 고밀도 해산어 양식장 순환수 처리공정으로서 EMMC공정의 적용 가능성 연구 (Feasibility Study of Applying EMMC Process to Recirculation Water Treatment System in High Density Seawater Aquaculture Farm through Laboratory Scale Reactor Operation)

  • 정병곤;김병효
    • 한국해양환경ㆍ에너지학회지
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    • 제7권3호
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    • pp.116-121
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    • 2004
  • 고밀도 순환여과식 해산어 양식장의 순환수 처리에 EMMC공정의 적용 가능성을 평가하기 위한 실험을 실시하였다. 처리공정의 운전효율에 유기물 및 암모니아성 질소 부하가 미치는 영향을 평가하기 위하여 수리학적 체류기간을 12시간에서 10분까지 점차적으로 줄여가며 실험을 실시하였다. HRT 2시간까지는 수리학적 체류시간 변화에 따른 제거효율 변화가 거의 없었으나 그 이하의 체류시간에서는 체류시간 단축에 따른 제거효율의 감소가 비교적 크게 나타났다. COD의 경우에는 체류시간 단축에 따른 급격한 제거효율의 변화가 관측되지 않았으며 10분 정도의 체류시간에서도 90%이상의 제거효율을 나타내었다. 메디아 충진율에 따른 반응조 운전효율변화를 보면 HRT가 1시간보다 긴 경우에는 메디아 충진율에 따른 제거효율 변화가 극히 미미하였다. 그러나 1시간 이하의 체류시간에서는 그 차가 상당히 크게 나타나 충진량이 많을수록 제거효율이 높게 나타났으나 50%이상의 메디아 충진이 반응조 운전효율 측면에서는 큰 역할을 하지 못함을 나타내어 경제성 등을 고려할 경우 25%정도만을 충진 시키는 것이 오히려 합리적이라 판단되었다. 이와 같은 경향은 암모니아성 질소 제거의 경우에도 유사한 양상을 나타내었다. 메디아 충진율 50%와 75%사이에는 처리효율의 차이가 거의 없었고 25%충진 반응조와의 차이도 그리 크지 않은 것으로 나타났다.

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호기성 상향류 슬러지상 반응조를 이용한 고농도 암모늄 함유폐수의 독립영양 질소제거 (Lithoautotrophic Nitrogen Removal from Ammonium-rich Wastewater in Aerobic Upflow Sludge Bed(AUSB) Reactor)

  • 안영호;최훈창
    • 대한환경공학회지
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    • 제28권8호
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    • pp.852-859
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    • 2006
  • Anammox(anaerobic ammonium oxidation)와 Canon(completely autotrophic nitrogen removal over nitrite) 공정과 같은 새로운 미생물학적 공정은 혐기성 소화 슬러지 상징수와 같은 고농도 암모늄 폐수로부터 효과적으로 질소를 제거할 수 있는 미생물학적 처리 기술이다. 본 연구에서는 합성폐수와 슬러지 소화조 상징수를 대상으로 상향류식 입상슬러지상 형태를 가진 새로운 Canon 형 질소 제거공정의 적용 가능성과 그 운전특성에 대하여 연구하였다. 이때 산소공급원으로 주입된 공기는 유출수 반송라인에 설치된 외부폭기조에서 공급하였다. 합성폐수(${\leq}110$ mg $NH_4$-N $L^{-1}$)를 사용한 첫 번째 실험에서는 유효 HRT 3.8일에서 약 95%의 암모늄(T-N 기준 92%)이 제거되었다. 또한 슬러지 소화 상징액($438{\pm}26$ mg $NH_4$-N $L^{-1}$)을 이용한 두 번째 실험에서는 유효 HRT 5.4일과 3.8일에서 각각 $94{\pm}1.7%$$76{\pm}1.5%$의 질소가 제거되었다. 두 실험 모두 유출수에서의 아질산염과 질산염 농도는 매우 낮게 검출되었다. 다른 미생물학적 질소 제거 신기술과 비교하였을 때 이 공정은 상당히 낮은 산소소모량($0.29{\sim}0.59$ g $O_2$ $g^{-1}N$)과 알칼리 소모($3.1{\sim}3.4$ g $CaCO_3$ $g^{-1}N$) 특성을 보였다. 이 공정은 또한 간단한 반응조 형상을 가지고 있으므로 효과적인 미생물 확보능력과 함께 시설투자 및 유지관리비용이 낮은 장점을 가지고 있다.

Performance Evaluation of Anaerobic Bioreactors and Effects of Ammonia on Anaerobic Digestion in Treating Swine Wastewaters

  • Lee, Gook-Hee;Seo, Jun-Won;Kim, Jong-Soo
    • 한국환경농학회지
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    • 제25권3호
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    • pp.195-201
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    • 2006
  • The operational characteristics of anaerobic bioreactors in treating swine wastewater were evaluated upto hydraulic retention time (HRT) of 1 day and organic loading rate (OLR) of $5.1kg-COD/m^3{\cdot}d$ for 200 days. The bioreactors were effective in treating swine wastewaters with COD removal efficiency of $78.9{\sim}81.5%$ and biogas generation of $0.39{\sim}0.59m^3/kg-COD_r$ at OLR of $1.1{\sim}2.2kg-COD/m^3{\cdot}d$. The two-stage ASBF anaerobic bioreactors was effective in treating different characteristics of swine wastewaters since they showed high and stable COD removal efficiency at high OLR due to effective retention of biomass by media and staging. The effects of ammonia on anaerobic digestion were investigated by operating two-stage ASBF reactors using swine wastewaters as influent without and with ammonia removal at HRT of $1{\sim}2$ days and OLR of $2.2{\sim}9.6kg-COD/m^3{\cdot}d$ for 250 days. The COD removal efficiency and biogas generation of two-stage ASBF reactors was decreased by increasing influent ammonia concentrations to 1,580 mg (T-N)/L with increasing OLR to $6.3kg-COD/m^3{\cdot}d$, while those were increased by maintaining influent ammonia concentrations below 340 mg (T-N)/L by MAP precipitation with increasing OLR to $9.6kg-COD/m^3{\cdot}d$. Initial inhibition of ammonia on anaerobic processes was observed at a concentration of 760 mg (T-N)/L and the COD removal efficiency and biogas generation dropped to 1/2 at ammonia concentration ranges of $1,540{\sim}1,870mg$ (T-N)/L. It is essential to remove ammonia in swine wastewaters to an initial inhibition level before anaerobic processes for the effective removal of COD.

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.

고정상 담체를 충진한 BER에서 HRT, 전류밀도 및 담체 충진율 변화가 질산성 질소 제거효율과 전류이용효율에 미치는 영향 (The effect of HRT, current density, and packing ratio on nitrate nitrogen removal efficiency and current efficiency in BRM-BER)

  • 황규대;이상근;성해창
    • 상하수도학회지
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    • 제24권4호
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    • pp.433-442
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    • 2010
  • BER at different packing ratios of bio-ring media(BRM) was tested to investigate the effect of varying hydraulic retention time (HRT) and current density on the nitrate removal and current efficiency. In the preliminary batch mode experiment of BERs, current density was applied at 2.0 A/$m^2$, 4.0 A/$m^2$, 4.8 A/$m^2$, which correspond to the designation of reactor #1, #2, #3, respectively. The reactor #2 showed a highest nitrate removal rate of 162.0 mg $NO_3{^-}$-N/L/d, and the kinetics of nitrate removal rate was defined as the Zero order reaction. In the primary experiment of BERs, four BERs packed with BRM were operated in varying HRT and current, and the packing ratios of reactor #1, #2, #3 and #4 were 0%, 8%, 16%, 24%. respectively. This results of the experiments indicated that the nitrate removal rate and current efficiency were increased significantly cause of growing of autotrophic denitrification microorganisms on the surface of cathode and media by increasing of the current density and decreasing of HRT. However, The decreasing of nitrate removal rate and current efficiencies were observed in the condition of HRT of 5.25 hr and 4.8 A/$m^2$ of current density. With more increasing current density and decreasing of HRT, the hydrogen inhibition occurred at the surface of cathode. Moreover, nitrate removal rate by autotrophic denitrification microorganisms attached on the media surface was observed to be limited by no longer increasing dissolved hydrogen concentration of each reactor. In conclusion, the highest nitrate nitrogen removal and current efficiency could be achieved when the BER was operated at the conditions of 7 hr HRT, current density of 4.0 A/$m^2$, and 16% packing ratio. And it was found that the amount of nitrate removal by microorganisms attached on the surface of cathode and media (BRM) was 178.2 mg/L and 52.2 mg/L respectively. and the amount of nitrate removal per MLVSS was 0.435 g $NO_3{^-}$-N/g $MLVSS{\cdot}d$ and 0.336 $NO_3{^-}$-N/g $MLVSS{\cdot}d$.

광합성세균 미생물막반응기에 의한 유기성폐수의 처리특성

  • 오광근;이철우;전영중;이재홍
    • 한국미생물·생명공학회지
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    • 제24권6호
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    • pp.738-742
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    • 1996
  • An efficient packed-bed type biofilm reactor charged with immobilized phototrophs was developed to treat organic wastewater at an extremely high volumetric loading rate. The packed bed reactor (PBR) charged with porous ceramic beads was superior to a fluidized-bed reactor suspended with activated carbon powders in terms of many aspects such as BOD removal efficiency, operational stability, and overall economics. For wastewater with BOD concentration as high as 20, 000mg/l, the BOD removal efficiency was maintained above 90% when the hydraulic retention time (HRT) was longer than 1 day. The allowable volumetric BOD loading rate of this reactor (20gBOD/l day) is more than ten-folds higher than that of an ordinary activated sludge method. The behaviour of the reactor was represented well by a Monod type kinetic equation with a maximum specific BOD loading rate(P) of 22.2gBOD/l day and a half saturation constant(K$_{s}$) of 1, 750 mgBOD/l.

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FORMATION OF KETOACIDS AND AOC DURING OZONATION IN DRINKING WATER

  • Lee, Kyung-Hyuk
    • Environmental Engineering Research
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    • 제11권6호
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    • pp.293-302
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    • 2006
  • The reaction of ozone with NOM (Natural Organic Matter) can occur by two different pathways: that involving molecular ozone and by way of reactions with hydroxyl radicals which are produced from the decomposition of molecular ozone. As such, the formation of ketoacids and Assimilable Organic Carbon (AOC) can be controlled by controlling the pathway by which ozone reacts with NOM. The ratios of $[OH{\cdot}]/[O_3]$ ($R_{CT}$ values) were determined under the various ozonation conditions. The $R_{CT}$ values increased with increasing initial ozone concentration. The $R_{CT}$ values (ranges from 10 to $35^{\circ}C$) increased linearly as temperature increased (within the range from 10 to $35^{\circ}C$). However, $R_{CT}$ was independent of hydraulic retention time (HRT). Operational conditions were found to affect the formation of AOC. The conditions where the molecular ozone reaction predominated resulted in an increase in the formation of AOC.

폐비닐 재활용 여재를 이용한 소규모 오수종말처리장의 효율검증 (Efficiency Verification of Small-Scale Sewage Treatment Plant Using Discussed Vinyl as Biofilm Media)

  • 임재명;김병욱;구본수
    • 산업기술연구
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    • 제18권
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    • pp.1-6
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    • 1998
  • This study was conducted to use disused vinyl as biofilm for biological sewage treatment. Efficiency verification was performed on laboratory and on-site plant. In laboratory study, total biochemical oxygen demand(TBOD) removal rate was ranged 94.8~97 % in each hydraulic retention tim(HRT), 12, 16, 20, 24 hr, respectively. At that time, filling rate was 50 %. And effluent TBOD concentration was low ranged 3.64~6.28 mg/L. In on-site plant, TBOD removal rate was ranged 88.2~96.8 % and effluent TBOD concentration was 4.8~17.7mg/L. This concentration was lower than disign effluent concentration, 30mg/L. Total kjeldhal nitrogen(TKN) removal efficiency was ranged 56.8~90.9%. This was resulted higher than Lab. scale treatment efficiency.

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수리학적체류시간이 수소생성에 미치는 영향 (Effects of Hydraulic Retention Time on Hydrogen Production)

  • 이영준
    • 한국환경보건학회지
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    • 제31권4호
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    • pp.322-326
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    • 2005
  • 연속반응조에서의 수소생산에 대한 수리학적체류시간(희석율, D)의 영향을 $1\%$ sucrose를 함유한 $37{\pm}1^{\circ}C$ 조건에서 조사하였다. 실험결과 수리학적체류시간(희석율)의 각각의 조건에 따라 생성된 가스중 수소성분은 $50~71\%$의 범위로 발생되었다. $H_2/CO_2$ 비율은 희석율이 증가할 때 $H_2/CO_2$ 비율도 증가하였다. 최대수소생성 수율은 희석율 0.14 l/h까지는 증가하다가 이후에는 감소하였고, 수소생성 수율은 0.81 l/g sucrose이었다. Acetate 생성 수율은 butyrate생성 수율 보다 희석율 조건변화에 민감하게 변화하였다. propionate 및 solvents는 희석율 변화에 영향을 받지 않았다 biomass 수율은 희석율이 0.2 l/h 까지는 증가하였으나, 그 이상의 조건에서는 감소하였다.