• Title/Summary/Keyword: 폭기량

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Chemical/Electro-Chemical Method for Swine Wastewater Treatment (화학적/전기화학적 방법을 이용한 돈사폐수 처리)

  • Yoon, S.J.;Jo, W.S.;Kim, C.H.;Park, J.I.;Shin, J.S.;Ra, C.S.
    • Journal of Animal Science and Technology
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    • v.45 no.4
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    • pp.641-648
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    • 2003
  • In a batch mode treatment process, which electrolyzes the wastewater after derivation of N-P crystal formation and recovery, the characteristics of pollutant removal induced with the changes of loading rate and hydraulic retention time were studied. $MgCl_2$ was used as Mg source for the formation of struvite and the molar ratio of $MgCl_2$ to $PO_4^{3-}$ in influent was 1.3. When analyzing the average treatment efficiencies and removal characteristics obtained from four separate operations (Run I, II, III, IV), removal efficiencies of PO43- was not function of its loading rate. Under a condition of sufficient aeration and Mg source provided, over 88% of $PO_4^{3-}$ was eliminated by the formation of MAP without any pH adjustment, in spite of loading rate variation. An optimum-loading rate of NH4-N to achieve high removal efficiency was approximately $100g/m^3/d$. Below that loading rate, the removal of NH4-N was proportional to the loading rate into the system, and hence stable and high removal efficiency, over 90%, was achieved. However, when the loading rate increased over that rate, removal efficiency began to drop and fluctuate. Removal efficiency of TOCs was dependant upon the hydraulic retention time ($r^2$=0.97), not upon the loading rate. Stable and high color removal (94%) was obtained with 2 days of HRT in electrolysis reactor.

Estimation of GHGs Emission to Improvement of Facility Efficiency in the Food wastewater Treatment Process (식품폐수처리시설의 설비효율 개선에 따른 온실가스 배출량 평가)

  • An, Sang-Hyung;Song, Jang-Heon;Kim, San;Chung, Jin-Do
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.2
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    • pp.378-384
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    • 2019
  • In the food wastewater treatment facilities, the water quality improvement effect and the greenhouse gas emission amount followed by the change in electricity usage through a change of the aeration tank ventilation system were evaluated. also, the amount of greenhouse gas emission followed by the change in electricity usage through the change of the sludge dewatering, storage, transporting method was also evaluated. The total GHG emission from food wastewater treatment facility improvement were divided into direct emissions from the treatment processes and indirect ones from electricity usage. The water quality improvement effect of wastewater treatment plant was found to be 63.3% for BOD removal rate, 42.0% for COD removal rate, 71.0% for SS removal rate and 39.6% for T-N removal rate. and according to the results of calculating output by applying both direct emissions of greenhouse gas (Scope 1) and the indirect emission (Scope 2) of greenhouse gas followed by changes in power consumption. It was estimated that there was a total of 276.0tCO2eq./yr(7.5%) greenhouse gas reduction effect from 3,668.8tCO2eq./yr before improvement to 3,392.8tCO2eq./yr after improvement. In this result is not due to the effects of water quality improvement of emission source, but because the reduction in electricity use has reduced the amount of greenhouse gas emissions.

Change of Sludge Denitrification and Nitrification Rate according to the Operating Conditions in Advanced Wastewater Treatment Processes (하수고도처리공법의 유입하수량 변화에 따른 슬러지 질산화/탈질속도 변화)

  • Lee, Myoung-Eun;Oh, Jeongik;Park, No-Suk;Ko, Dae-Gon;Jang, Haenam;Ahn, Yongtae
    • Membrane Journal
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    • v.28 no.1
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    • pp.31-36
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    • 2018
  • The purpose of this study is to investigate the changes of sludge characteristics according to the changes of influent sewage flowrate in the advanced wastewater treatment processes including MBR, SBR, and $A_2O$. The ratio of the actual sewage flowrate to the design flowrate is decreased from 100% to 70, 40%, and 10%, and the specific denitrification rate and ammonia oxidation (nitrification) rate was measured. The specific nitrification rate of the sludge collected from the aeration tank of each process was measured at a similar value ($0.10gNH_4/gMLVSS/day$) in all three process under the condition of 100% of sewage flowrate. It has tended to decrease significantly as the sewage flowrate decreased from 70% to 40%. The specific denitrification rate was also decreased by ~50% as the sewage flowrate decreased. However, considering the total nitrogen concentration in the influent and the microbial concentration in the reactor, the changes in kinetic parameter did not affect overall nitrogen removal. Therefore, it can be concluded that stable nitrogen removal will be possible under low influent flowrate condition if the MLVSS concentration is kept high.

Impact of Thickness of Sand Capping on Phosphorus Release Rate from Sediment (모래 캡핑 두께가 퇴적물 인 용출에 미치는 영향)

  • Jeong, Woo-Hyeok;Kim, Geon-Ha
    • Korean Journal of Ecology and Environment
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    • v.39 no.3 s.117
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    • pp.331-339
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    • 2006
  • This research was carried out to understand the impacts of thickness of sand capping to control phosphorus release from sediment into overlying water. As capping effectively retards release flux, phosphorus concentration in water body can be maintained if phosphorus release rate was kept under microbial degradation rate. With capping thickness increases, deaeration rate become less, while reaeration coefficient become higher. Phosphorus release rate and capping thickness were linearly correlated. The results of regression analysis indicated that phosphorus release can be controlled effectively by sand capping of least 20${\sim}$40 mm thickness.

Numerical Analysis of Optical Soliton Transmission in Fibers with Periodically Compensated Loss (손실이 주기적으로 보상되는 광섬유에서의 솔리톤 전송에 대한 수치적 분석)

  • 이명우;김란숙;서동선
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.19 no.7
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    • pp.1191-1202
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    • 1994
  • We numerically investigate a stable propagation regime of soliton pulse trains in fibers with periodically copensated loss by lumped optical amplifiers. When amplification solition pulses is 1.2~1.5 and the minimum soliton separation normalized by the soliton width becomes about 6. In cases of L=50[km], the allowable range of A is 1.5~1.7 under =6. The maximum allowable variation of the loss compensation in each lumped amplifier becomes +-2% of the fiber loss when L=50[km], A=1.6, and =6. Generally, the allowable rages of the soliton amplitude A and amplifier gain are inversely proportional to the amplification period L.

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An Application of the QUAL II Model to the Keum River System (QUAL II 모형의 금강수계에의 적용)

  • 최흥식;이길성
    • Proceedings of the Korea Water Resources Association Conference
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    • 1987.07a
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    • pp.159-168
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    • 1987
  • Temporal and spatial prediction of water quality provides the necessary information to a profect planning, design, and model optimization for water quality mangement in a river system. In thes study, the QUAL II model is applied to the Keum River system from the downstream of Dae-Chong dam to the Great Pak-Je bridge. The advection-dispersion model of water quality based on the material balance and the numerical solution method of the model are presented. The enhancement of the model application is empha sized by comparing the observed and the simulated values of BOD, DO, and water temperature. Through these processes, the water quality states of the Keum River system are evaluated and the deoxignation rate, the reaeration rate, and Fair value are estimated. Also, the maintance of the target DO level with the control of the discharge from Dae-Chong dam is discussed.

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The Mathematical Kinetics for Activated Sludge Process

  • Han, Ungjun;Lim, Jaemyung
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.14 no.1
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    • pp.43-54
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    • 1978
  • A complete mixing aeration only activated sludge system was operated for the mathematical analysis. The unit, 4 liter capacity, was fed by an industrial waste containing a much amount of glutamic acid in a laboratory study. The observed results were compared with the generated dilta presented by the previous mathematical models.

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Treatment of dyeing wastewater using Moving Bed Bioractor (부유메디아 생물막 공정을 이용한 염색폐수처리)

  • Shin, Dong-Hoon;Lee, Sang-Hun;Ryu, Seung-Han;Park, Jun-Hyung;Jo, Seog-Jin
    • Proceedings of the Korean Society of Dyers and Finishers Conference
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    • 2011.03a
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    • pp.110-110
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    • 2011
  • 염색공업 폐수는 그 성분이 일반적으로 매우 복잡하며, 작업공정의 가동 사항에 따라 수질 변동이 큰것이 특징으로, 각 공정에서 배출되는 염료, 보조화학물질, PVA(Polyvinyl alchol), 전분, wax 등이 포함되어 있으며 pH가 높고, 색도로 인해 하천에 방류될 경우 확산성이 높아 미생물에 의한 자정작용을 방해하여 하천의 수중생태계를 파괴할 우려가 있다. 이러한 염색산업에서 발생하는 폐수는 일반적으로 응집침전, 부상분리법 등의 전처리한 후 활성오니공정으로 처리하는 방법이 널리 이용되고 있으나, 이들 처리공정으로는 폐수 속에 포함되어 있는 다양한화학적 구조의 색소성분 및 유해물질을 완벽하게 제거하는 것이 어려운 실정이다. 유기물 함량이 높은 염색폐수를 처리하기 위해 제안된 기술로는 산소활성슬러지법, 유동상 및 고정상 생물막법, 포괄고정화법 등이 있다. 이러한 기술들중 기존의 처리공정을 증축없이도 처리효율을 높일 수 있는 방법으로 담체를 이용한 부유메디아 생물막공정(Moving-Bed BioReactor, MBBR)이 있다. 이공정은 미생물이 부착, 성장할 수 있는 공극율과 비표면적이 큰 담체를 이용하므로 반응조내의 부유 미생물 뿐만 아니라 담체에 고농도로 부착된 부착 미생물에 의해서도 유기물을 제거하기 때문에 다른 공정들에 비해 처리효율이 뛰어나고 기존의 활성슬러지 공정에 비해 갑작스러운 부하변동 및 유독성 폐수유입에 대해서도 안정적으로 운전이 가능한 장점이 있다. 본연구에서는 부유메디아 생물반응기(Moving-Bed BioReactor, MBBR)을 이용하여 염색폐수내 $COD_{Mn}$, 색도 및 난분해성 물질인 PVA 저감에 대한 Lab-scale test 수행하였다. 실험에 사용된 염색폐수의 수질은 평균 pH 13, $COD_{Mn}$ 900 mg/L, SS 135 mg/L, 색도 1,134 [C.U.], PVA 593 mg/L였으며, 2L의 반응기를 사용하여 회분식 실험을 수행였다. 본 실험에서는 호기성 미생물에 의한 염색폐수의 생분해가 유지되는데 필요한 최적의 용존산소 농도와 이에 필요한 공기 폭기량을 결정하기 위하여 i) DO uptake rate측정과 ii) 담체의 충진율, iii) COD/N ratio, iv) Air 유량, v) 담체내 흡착제의 종류, vi) $Ca^{2+}$ 첨가가 염색폐수의 생분해에 미치는 영향을 살펴보았다. 운전시간을 7일로 하여 COD, 색도, PVA 등을 측정한 결과 담체를 첨가한 경우가 담체를 첨가하지 않은 경우 보다 제거효율이 뛰어났다. 특히 충진율 30%(C/N 3)의 경우에서 COD, 색도, PVA의 제거율이 각각 평균 65%, 70%, 60%로 가장 높은 제거효율을 나타내었다.

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The Optimization of Hydrometallurgical Process for Recovery of Zinc from Electric Arc Furnace Dust (Part I : leaching process) (습식산화법을 이용한 제강분진 내 아연회수를 위한 최적조건 도출에 관한 연구(Part I; 침출공정))

  • Moon, Dea-Hyun;Ahn, Sang-Woo;Kim, Han-lae;Kim, Ji-Tae;Chang, Soon-Woong
    • Resources Recycling
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    • v.24 no.3
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    • pp.27-33
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    • 2015
  • EAFD (Electric Arc Furnace Dust) is considered as pernicious pollutant, assigned hazardous waste. Since this dust is a by-product of industry, it contains valuable metals such as Fe, Zn, Ni, Cu which can be turned into resources by recycling process. In this study, hydrometallurgical process was applied to recover Zn from Electric Arc Furnace Dusts. The result showed 95% Zn recovery at 3M $H_2SO_4$, Solids/Liquid ratio 1:2 and aeration of 1.8L/min for 2hr. However there was 80% Zn recovery at lower $H_2SO_4$ concentration apply for pilot scale plant.

연구논문 - "고온성 종균제를 이용한 제지폐수처리에 대한 연구(1)"

  • Lee, Seong-Ho
    • Environmental engineer
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    • s.323
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    • pp.22-27
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    • 2013
  • 종이 펄프 공장의 폐수는 다른 공업에 비해서 폐수량이 많고 오염도가 높다. 목재로부터 종이를 제조하는 경우에 수율은 종이의 종류와 제법에 의해 큰 차이가 있어서 한마디로 말하기는 어렵지만 평균 50~70%로 보는 경우, 목재 성분의 30~50%는 용해 또는 SS의 상태로 폐수중에 존재하기 때문에, 이들이 직접 하천이나 바다에 방류되면 오염의 원인이 된다. 그 때문에 각 공장에서는 목재자원의 종합적인 이용의 입장으로서 제품의 수율을 좋게 하고 동시에 폐수의 양을 감소시키고 폐수에서 유용한 자원을 회수하거나 증해약품의 회수 등을 위하여 연구 및 노력을 계속하고 있는 것이 현 상태이다. 우리 나라의 거의 모든 제지회사에서는 물리적, 화학적 처리법과 생물학적 처리법 중 호기성 처리방법이 주 처리방법으로 사용되고 있으며 탈묵 폐수나 리그닌을 다량 함유하는 폐수의 경우에는 혐기성 처리방법을 이용하기도 한다. 본 실험에서는 우유팩을 재생하여 화장지 제조의 원료로 이용하는 G제지공장의 폐수를 이용하였고, 공장의 원폐수를 부상법으로 1차 처리한 처리수를 실험실로 운반하여 활성슬러지법으로 실험하였다. 처리효율의 영향인자인 HRT를 G제지공장에 맞추어 12시간으로 조정하고 적절한 F/M비(0.23)를 위해 COD와 MLSS가 유지된 후부터 실험을 시작했다. $20^{\circ}C{\sim}560^{\circ}C$까지 $10^{\circ}C$간격으로 온도를 변화시키면서 미생물의 상태변화를 관찰하고, 또한 각 용도에서의 처리수질을 비교해 보았다. 실험조건은 pH는 중성상태(6.5~7.5), DO는 $2{\sim}4mg/{\ell}$, 영양원은 BOD : N : P = 100 : 5 : 1로 맞추고 BOD, COD, SS, SVI를 측정하였으며, 현미경을 통하여 미생물과 Floc를 관찰하였다. $20^{\circ}C$부터 종균제를 초기 운전시 $200mg/{\ell}$ (분말상)을 폭기조에 투여하고 매일 $200mg/{\ell}$를 정기적으로 투입하여 온도변화에 따른 미생물의 상태 및 처리수질을 비교해보았다. 특히 종균제로는 기존의 G제G지공장에서 사용하는 신일 미생물(Bio sound S)종균제와 청림C&C의 종균제(Cell bio P)를 비교 관찰하였다. 고온성 종균제를 두배 투입하여 투입량에 대한 처리효율을 비교하였으며 종균제를 사용하지 않고 운용함으로써 그 차이도 비교할 수 있었다.

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