• Title/Summary/Keyword: Pilot Plant Scale

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Enhanced Production of ${\gamma}$-Aminobutyric Acid Using Rice Bran Extracts by Lactobacillus sakei B2-16

  • Kook, Moo-Chang;Seo, Myung-Ji;Cheigh, Chan-Ick;Pyun, Yu-Ryang;Cho, Seok-Cheol;Park, Hoon
    • Journal of Microbiology and Biotechnology
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    • v.20 no.4
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    • pp.763-766
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    • 2010
  • An efficient and simple fermentation process was developed for the production of ${\gamma}$-aminobutyric acid (GABA) by Lactobacillus sakei B2-16. When the L. sakei B2-16 was cultivated in the rice bran extracts medium containing 4% sucrose, 1% yeast extract, and 12% monosodium glutamate, the maximum GABA concentration reached 660.0 mM with 100% conversion yield, showing the 2.4- fold higher GABA concentration compared with the modified MRS medium without the rice bran extracts. The GABA production was scaled-up from a laboratory scale (5 l) to a pilot (300 l) and a plant (5,000 l) scale to investigate the application possibility of GABA production to industrial fields. The production yields at the pilot and plant scales were similar to the laboratory scale using rice bran extracts medium, which could be effective for the low-cost production of GABA.

Efficiency evaluation of MBR, A/O processes utilizing self-sufficient energy (에너지 자립형 MBR, A/O 공정의 효율 평가)

  • Lim, Setaek;Kim, Jinkeun
    • Journal of Korean Society of Water and Wastewater
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    • v.28 no.3
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    • pp.305-314
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    • 2014
  • A pilot plant (Q=5 $m^3/d$) study was implemented for small and medium sized personal wastewater treatment plant effluent to evaluate MBR and A/O processes utilizing self-sufficient energy composed of wind and solar energy. The removal efficiencies of BOD, SS, turbidity and color were sufficient for legal water quality standards for gray water. However, those of nitrogen and phosphorus could not meet legal regulations which suggested that further removal of those contaminants were needed for reuse of the treated water. Self-sufficient energy rate was 100 % for the pilot plant due to excessive design capacity. In this research, wind and solar energy system was applied considering geological characteristics, which significantly improved energy self-sufficiency. Substantial improvement on energy self-sufficiency can be obtained by optimized investment and operation at a full scale wastewater treatment plant.

Recycling Technology of Waste Product in Electro Galvanizing Line of Steel Company

  • Lee, Jae-Young;Lee, H. H.;Kim, D. Y.;J. G. Sohn
    • Proceedings of the IEEK Conference
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    • 2001.10a
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    • pp.281-285
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    • 2001
  • This technology Provides an economical Production of high value added goods applicable to electro chemicals by recycling of waste products in EGL(Electro Galvanizing Line). The waste products produced in EGL contain potassium chloride (KCI), nickel and zinc. Highly pure KCI and Zinc Chloride which are raw material of electro plating, can be produced by the development of the recycling process. The scope of this study ranges from laboratory experiments to pilot test in plant. We have developed the whole process of recycling technology such as purification method of waste products, fabrication methods of electro chemicals, basic design of plant, pilot scale production and evaluation of pilot goods, Developed electro chemicals were pure enough to satisfy the specification of steel company.

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Axial and Radial Distributions of Bubble Holdup in a Slurry Bubble Column with Pilot Plant Scale (파일럿규모 슬러리 기포탑에서 기포체류량의 축방향, 반경방향 분포)

  • Lim, Dae-Ho;Jang, Ji-Hwa;Kang, Yong;Jun, Ki-Won
    • Korean Chemical Engineering Research
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    • v.49 no.2
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    • pp.200-205
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    • 2011
  • Axial and radial distributions of bubble holdup were investigated in a slurry bubble column with pilot plant scale(D=1.0 m). Effects of gas velocity, surface tension of continuous liquid medium and solid fraction in the slurry phase on the axial and radial distributions of bubble holdup were examined. The bubble holdup decreased with increasing radial dimensionless distance from the center of the column, while it increased with increasing dimensionless distance in the axial direction from the distributor, in all the cases studied. The radial non-uniformity of bubble holdup increased with increasing gas velocity but decreasing surface tension of liquid medium, while it was not dependent upon the solid fraction in the slurry phase. The axial non-uniformity of bubble holdup increased with increasing gas velocity, but it does not change considerably with variations of liquid surface tension or solid fraction in the slurry phase . The axial and radial distributions of bubble holdup were well correlated in terms of operating variables within this experimental conditions.

The Study on the Non-Point Pollutants Reduction Using Friendly Bank Protection Anaerobic/Aerobic Contact Filtration Zone (혐기/호기 접촉여과대를 이용한 자연형 하천호안공법의 비점오염 저감 특성 연구)

  • Chang, HyungJoon;Kim, SungDuk
    • Journal of Korean Society of Disaster and Security
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    • v.12 no.1
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    • pp.23-34
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    • 2019
  • It is an urgent issue to manage and reduce non-point pollution sources for improving the water quality of stream and lakes in rural areas. In this study, in order to reduce non-point pollution sources in rural area, Gabion mattresses was proposed to provide protection of riverbanks with anaerobic and aerobic area. The utilization of this was assessed by lab scale model test and pilot plant test. After filling the inside of the gabion mattresses with aggregate, the filtration zone under anaerobic and aerobic conditions was formed to treat the contaminants. In addition, vegetation was deposited on the surfae of the gabion to prevent the inflow of soil and to promote purification by the plant. COD and nitrogen content (T-N, $NH_4{^+}$, -N, $NO_3{^-}N$) were monitored in model and field tests. The lab scale model test showed removal efficiency of 17% of TCOD, 35% of SCOD, 14% of TN, 62% of $NH_4{^+}$, -N, and 33% of $NO_3{^-}$ N. Also, pilot plant test showed removal efficiency of 24% of TCOD, 29% of SCOD, 47% of TN, 50% of $NH_4{^+}-N$, 33% of $NO_3{^-}$, N and 29% of TP.

Thickening Characteristics of Residual from a Ceramic Membrane Water Treatment Plant (세라믹 막 정수공정에서 발생하는 배출수의 농축특성)

  • Bae, Byung-Uk;Shen, Xing-Hai
    • Journal of Korean Society on Water Environment
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    • v.25 no.5
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    • pp.764-767
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    • 2009
  • For a more effectively designed gravity thickener, thickening experiments were conducted for residuals produced by a ceramic membrane water treatment plant (WTP). Two kinds of residuals, one from backwashing (BW) and the other from chemically enhanced backwashing (CEB) procedure, were separately collected during a pilot plant experiment and their limiting solid flux ($SF_L$) measured. Batch thickening experiments showed that the BW and CEB residual had $SF_L$ of 10 and $25kg/m^2{\cdot}d$, respectively. Continuous operation of a pilot-scale gravity thickener proved that a mixed BW and CEB residual could be successfully thickened at the solid loading rate (SLR) of $12kg/m^2{\cdot}d$, allowing the concentration of the thickened residual to be about $15kg/m^2{\cdot}d$. From the experimental results and consideration of the seasonal thickening characteristics of the residual, SLR of $15kg/m^2{\cdot}d$ was proposed as a design parameter for full-scale gravity thickeners.

The design parameter evaluation of ion exchange process for ultra pure water production (초순수 생산을 위한 이온교환공정 설계특성 평가)

  • Park, Se-Chool;Kwon, Boung-Su;Lee, Kyung-Hyuk;Jung, Kwan-Sue
    • Journal of Korean Society of Water and Wastewater
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    • v.29 no.1
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    • pp.65-75
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    • 2015
  • In this study, cation and anion exchange process for performance evaluation was conducted. A pilot plant for the ultrpure water production was installed with the capacity of $25m^3/d$. The various production rate and regeneration of ion exchange rate were tested to investigate the design parameters. The test resulst was applied to calculate the operating costs. Changing the flow rate of the ion exchange capacity of the reproduction reviewed the cation exchange process as opposed to the design value is 120 to 164% efficiency, whereas both anion exchange process is 82 to 124% efficiency, respectively. This results can be applied for more large scale plant if the scale up parameters are consdiered. The ion exchange capacity of the application in accordance with the design value characteristic upon application equipment is expected to be needed. In this study, the performance of cation and anion exchange resin process was evaluated with pilot plant($25m^3/d$). The ion exchange capacity along with space velocity and regeneration volume was evaluated. In results, the operation results was compared with design parameters.

Applicable Feasibility of Fenton Oxidation and Zeolite Ion Exchange Processes for Removal of Non-Biodegradable Matters and Ammonia in Livestock Wastewater (축산폐수 중의 난분해성 물질 및 암모니아 제거를 위한 Fenton 산화와 Zeolite 이온교환 공정의 적용 가능성)

  • Cho, Chang-Woo;Kim, Byoung-Young;Chae, Soo-Choen;Chung, Paul-Gene
    • Journal of Korean Society on Water Environment
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    • v.23 no.5
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    • pp.600-606
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    • 2007
  • Livestock wastewater containing concentrated organic matters and nutrients has been known as one of the major pollutants. It is difficult to apply the conventional activated sludge process to treat livestock wastewater because of high Non-biodegradable (NBD) matter and ammonia. The objectives of this study are to remove NBD matters including aromatic compounds and ammonia in livestock wastewater using Coagulation-Fenton oxidation-Zeolite (CFZ) processes and ascertain applicable feasibility in the field through pilot plant experiment. NBD matters and color remained in the treated water were removed over 92% by Fenton oxidation as the second treatment process. Ammonia was removed by over 99.5% in the zeolite ion exchange process as the last treatment method. From $UV_{254}$, $E_2/E_3$ ratio and GC/MS analyses of treated water at each process, the aromatic compound was converted to aliphatic and aromaticity was decreased. In pilot scale test, organics and ammonia removal efficiencies were not much different from the result of lab-scale test at various operation conditions. Furthermore, reaction time and dosage of Fenton reagent in pilot scale experiment reduced by 40 min and 50% rather than in lab-scale test. $BOD_5$, $COD_{Mn}$, SS, T-N and T-P of treated water in the pilot-scale experiment also met the effluent standards.