• Title/Summary/Keyword: suspended solid

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A Study on Gas-Liquid Interfacial Areas with the Stirrer Spends for A$CO_2$bsorption in Agitated Vessel (평면 교반조에서의 $CO_2$ 기체흡수에서 교반속도에 따른 기-액 계면 면적에 관한 연구)

  • 박문기;문영수
    • Journal of Environmental Science International
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    • v.3 no.4
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    • pp.403-408
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    • 1994
  • Catalytic slurry reactors, in which a solid maintained in the rom of fine particles suspended in a liquid, are frequently used in chemical and biochemical and industries. In these processes the particle loading is normally low so that the effects of particles on the liquid-film mass transfer coefacent and the gas-liquid interface area are assumed to be negligible. But it is known from the works, amongst others, that the finely powdered activated carbon can increase the gas-liquid mass transfer significantly in surface-aerated reactors. The stirred cell (13.2cm inside diameter) contained four baffles and at the stirring speeds range of 80 ∼ 300ppm, the gas-liquid interfacial area could be considered as that of the cross section of the vessel (that is, 130.1cm2). When the stirrer speeds were increased, the effective interfacial area was slightly higher than the geometric area and was obtained experimentally from the Danckwerts plots. Key Words : gas-liquid interfacial area, Duckwert's Plot stirred dell. mass transfer coefficient.

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Development of Pollutants Accumulation Model in Urban Watershed (도시유역내 오염물 축적에 관한 연구)

  • Joo, Jin-Geol;Jun, Hwan-Don;Ryu, Seong-Su;Kim, Joong-Hoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.360-364
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    • 2006
  • The physical characteristics of suspended solid in urban watersheds are estimated and are described the accumulation processes on the urban surface. And build up the accumulation model which has two parameters and three constants. Two parameters are $p_0\;and\;p_{max'}$, and three constants are landuse, clean and traffic constant. Suggested model is applied three industry watershed which has variable area. And simulated results are compared with observed data. The model estimates the real phenomenon and the results are pretty good. The simulated accumulation mass are 1.20, 0.96 and $2.88g/m^2$. The differences of simulation and observation data are about 30%.

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Fundamental Properties of Antiwashout Underwater Concrete (수중불분리성 콘크리트의 기초물성에 대하여)

  • Kim, Jin-Cheol;Jeong, Yong;Park, Sung-Hak;Park, Ki-Cheong
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.04a
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    • pp.1-7
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    • 1995
  • The objective of this experimental investigation was to examine the fundamental properties of antiwashout underwater concrete. Expriments were conducted on the antiwashout property in underwater, the compressive strength in the air and in underwater, setting time, slump flow loss. As a result, a dosage of 2.0-2.5kg/$\textrm{m}^3$ antiwashout admixture was found to be appropriate not to cause water pollution and to provide a reliably good compressive strength in underwater concrete. Also, the experimental results showed that the amount of less than 50mg/$\ell$ suspended solid was required to obtain the underwater to air compressive strength ratio of more than 80%

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Development of Depot Encircled with Oxidation Canal for Water Quality Improvement (수질 개선을 위한 침전산화수로 개발)

  • 김원장;박상현
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.42 no.6
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    • pp.83-89
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    • 2000
  • A depot encircled with contact oxidation canal has been developed to improve water qualityr. The depot is aimed to settle suspended solid in the flow. The oxidation canal is to contact the pollutants and oxygen in the surface of gravel filter to purify the water. The deposit of the pollutant in the depot is released by the drainage culvert located at the bottom of it. Aeration nozzle is installed to supply enough oxygen to the gravel filter layers in the bottom of the detent the flow and improve oxidation efficiency. From the experiment it is founded that 91% of SS, 39% of TN, 63% of TP and 77% of COD were removed in the system. The treatment efficiency of total nitrogen is rather lower than any other components, however, it would be higher when some floating vegetation is added in the primary clarifier. The depot and oxidation canal system would be useful to purify the flows in the mouth of the reservoirs or at the outlet of the drainage canal.

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Estimation of Sediment Delivery Ratio in Upper Geum River Basin Using Watershed Model (유역모형을 이용한 금강상류 유역의 유사이송율 산정)

  • Kim, Tae Geun;Kim, Min Joo
    • Journal of Environmental Impact Assessment
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    • v.22 no.6
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    • pp.695-703
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    • 2013
  • Soil erosion and sediment delivery ratio(SDR) were estimated by using HSPF model in 3 tributaries of upper stream of Geum river-basin. Meteorological data and other input data were constructed from 2006 to 2011 year by the HSPF model. Flow and suspended solid results were relatively matched with the measurement data through the calibration and validation of the model. Soil erosion was proportional to the amount of rainfall and the area of watershed based on the results of model calibration and validation. SDR in Moojunamdea stream was the highest and one in Cho stream was the lowest. This was effected by the geographical characteristic. SDR was 17.6% Moojunamdea stream, 9.1% Cho stream and 13.2 % Bocheong stream. As the SDR was effected by watershed area and shape factor in this study area.

Study of optimal reduction plan for wastewater sludge generated from oil refinery (정유 공장에서 발생된 폐수 슬러지의 최적 감량화 방안 연구)

  • Choi, Jae-Woo;Jung, Jong-Min;Shim, Natalia;Lee, Sang-Hyup;Park, Cheol-Hee
    • Journal of Korean Society of Water and Wastewater
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    • v.24 no.4
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    • pp.395-406
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    • 2010
  • In this study, anaerobic digestion, electro-oxidation and electro-fenton oxidation processes were investigated to reduce oily refinery sludge. Anaerobic digestion process was not suitable for oily activated sludge reduction because of characteristics itself and, as experimental results revealed, reduction efficiency was low for electro-oxidation process. However, 40% total suspended solid reduction of oily activated sludge was obtained by electro-fenton oxidation process, operating at pH=1, 0.5 A and $Fe^{2+}$:$H_2O_2$ ratio = 1:30. In addition, higher reduction efficiency was obtained as reaction time was increased (30, 60, 90, 120 min) despite of low $H_2O_2$ concentration. From the results, it has been investigated that electro-fenton oxidation is efficient process for oily activated sludge reduction.

TREATMENT OF ANIMAL MANURE AND WASTES FOR ULTIMATE DISPOSAL - Review -

  • Winter, J.;Hilpert, R.;Schmitz, H.
    • Asian-Australasian Journal of Animal Sciences
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    • v.5 no.2
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    • pp.199-215
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    • 1992
  • Sources of organic waste materials for aerobic and/or anaerobic degradation, or for composting of solid wastes in Germany were estimated. The basic microbiology and the energetics of these processes were compared with special emphasis on anaerobic degradation, for which a general degradation scheme of carbohydrates is presented. Advantages of anaerobic over aerobic treatment processes are pointed out and conditions for maintaining a highly stable anaerobic process as well as producing a sanitized, hygienic product are discussed. Reactor systems suitable for efficient treatment of wastes with a high or low proportion of suspended solids are principally compared and results of laboratory studies on the degradation of several wastes and animal manures summarized. Finally, a piggery slurry treatment factory for an ultimate slurry processing to obtain a dry fertilizer and a harmless, disposable liquid, as it is in operation in Helmond/Holland, is presented and preliminary process data are presented.

The effects of nanofluid containing metal nano-powder on heat transfer (나노금속분말을 혼합한 용액이 열전달에 미치는 영향)

  • Kim, Hye-Min;Choi, Soon-Ho;Jeong, Jae-Hyun;Jeong, Jae-Hyun
    • Proceedings of the Korean Society of Marine Engineers Conference
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    • 2005.06a
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    • pp.177-182
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    • 2005
  • Many studies have been conducted to increase heat transfer in fluid. One of the various heat transfer enhancement techniques is to suspend fine metallic or nonmetallic solid powder in traditional fluid. Nanofluid is defined at a new kind of heat transfer fluid containing a very small quantity of nanometer particles that are uniformly and stably suspended in a liquid. In this study CuNi or CuAg nano particles are used to investigate heat transfer enhancement. The result shows the thermal conductivity of nanofluid is much higher than that of traditional fluid.

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Treatment of Organic Waste with Microorganisms of Mixed Population

  • Kim, Gi-Eun
    • KSBB Journal
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    • v.22 no.3
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    • pp.129-133
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    • 2007
  • This study represents that a removal efficiency of organic matters in wastewater is activated by a sludge process using new mixed microbial population. In case of mixed microorganisms, removal rates of suspended solid (SS), biochemical oxygen demand (BOD) and chemical oxygen demand (COD) were over 90 percent under experimental condition, and removal efficiency of organic matters, sludge density index (SDI) and capillary suction time (CST) in mixed population were higher than that in not-mixed microorganism, while total kjeldahl nitrogen (TKN) and total phosphorus (T-P) which indicate a degree of eutrophication were removed easily in both case. From these results, we may propose that an application of the mixed microbial population is useful to treat domestic wastewater including a great deal of organic matters.

Application of SMBR process in food wastewater advanced treatment (SMBR을 이용한 음식폐수의 고도처리)

  • 윤용수;강광남;정순형
    • Journal of environmental and Sanitary engineering
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    • v.16 no.1
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    • pp.34-39
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    • 2001
  • Submerged Membrane Bio-Reacter(SMBR) process was used to food wastewater treatment. From laboratory pilot-scale experiment data, it was confirmed that this process was very effective process for organics, suspended solid, and N, P treatment. It was found that BOD and COD removal rate were obtained 90% and 92%, respectively, for 150 days operation. Organics loading rate did not affect to the removal efficiency because MLSS concentration in aerobic tank was highly maintained. IN the case of first reactor operated with anoxic and second reactor operated as aerobic, T-N, T-P removal rate were obtained 93% and 95%, respectively. It was shown that removal efficiency could be maintained stable due to the complete removal of SS and sludge production decreased with increasing of sludge retention time.

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