• Title/Summary/Keyword: soil filtration

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Filter Characteristics and Filter Criteria of Geotextiles Under Alternating Flow Conditions (교번류에 대한 Geotextile의 여과특생과 여과기준)

  • Jo, Sam-Deok;Baek, Seung-Cheol;Hong, Seong-Wan
    • Geotechnical Engineering
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    • v.6 no.2
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    • pp.21-34
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    • 1990
  • Laboratory experiments are performed for staple fibre -nonwoven geotextiles which have been widely used in Korea to investigate the filter characteristics of soil/geoteztile system under alternating flow conditions. It is experimentally examined the effects of various design factors such as alternating hydraulic gradient, alternating period, vertical load, gradation and density of foundation soil on the filter structure, vertical permeability and soil retention of soil/geoteztile systems. Based on the experimental results, alternating flow filtration criteria- retention criteria and permeability criteria-for staple fibre-nonwoven geotextiles made in Korea are suggested.

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Effect of silver nanoparticles on the performance of riverbank filtration: Column study (강변여과에서의 은나노입자의 영향 : 실험실규모 컬럼 실험)

  • Lee, Donghyun;No, Jin-Hyeong;Kim, Hyun-Chul;Choi, Jae-Won;Choi, Il-Hwan;Maeng, Sungkyu
    • Journal of Korean Society of Water and Wastewater
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    • v.29 no.1
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    • pp.77-88
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    • 2015
  • Soil column experiments were evaluated effects of silver nanoparticles (i.e., 0, 2.5, 5, and 10 mg/L) on the microbial viability which is strongly associated with the degradation of organic matter, pharmaceutically active compounds(PhACs) and biological oxidation of nitrogenous compounds during river bank filtration. The addition of silver nanoparticles resulted in almost no change in the aqueous matrix. However, the intact cell concentration decreased with addition of silver nanoparticles from 2.5 to 10 mg/L, which accounted for 76% to 82% reduction compared to that of control (silver nanoparticles free surface water). The decrease in adenosine triphosphate was more pronounced; thus, the number and active cells in aqueous phase were concurrently decreased with added silver nanoparticles. Based on the florescence excitation-emission matrix and liquid chromatograph - organic carbon detection analyses, it shows that the removal of protein-like substances was relatively higher than that of humic-like substances, and polysaccharide was substantially reduced. But the extent of those substances removed during soil passage was decreased with the increasing concentration of silver nanoparticles. The attenuation of ionic PhACs ranged from 55% to 80%, depending on the concentration of silver nanoparticles. The attenuation of neutral PhACs ranged between 72% and 77%, which was relatively lower than that observed for the ionic PhACs. The microbial viability was affected by silver nanoparticles, which also resulted in inhibition of nitrifiers.

Isolation and Characterization of a Nematicidal Bacillus thuringiensis strain 108 (항선충성 Bacillus thuringiensis 108균주의 분리와 특성)

  • Lee, Jae-Hun;Ryu, Eun-Ju;Kim, Kwang-Hyeon
    • Microbiology and Biotechnology Letters
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    • v.35 no.3
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    • pp.250-254
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    • 2007
  • Bacillus thringiensis strain 108 was isolated from soil and had nematicidal activity against second stage juvenile of plant root-knot nematode, Meloidogyne incognita. The strain 108, a rod shape, spore forming and Gram positive bacterium, produced lecithinase, catalase, and ${\delta}$-endotoxin. The strain 108 belongs to H serotype 3, Bacillus thuringiensis var. kurstaki. A nematicidal substance of the strain 108 was partially purified on Sephadex G-25 gel filtration, activated carbon adsorption, silica gel adsorption, and Sephadex G-10 gel filtration. $LC_{90}$ of the partially purified substance against M incognita was $1.2\;{\mu}g/ml$. The nematicidal substance was stable by heat treatment at $100^{\circ}C$ for 1hr, but was perfectly lost nematicidal activity after autoclave ($110^{\circ}C$, 30 min).

A Study of Dewatering and Filtration on Woven Geotextile Tube (직포 지오텍스타일 튜브의 여과와 탈수에 대한 연구)

  • Kim, Tae-Hyung;Jung, Soo-Jung
    • Journal of the Korean Geosynthetics Society
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    • v.5 no.2
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    • pp.31-37
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    • 2006
  • The purposes of this paper are to study the use possibility of geotextile tubes for dewatering of high water content sludges and sediments and to evaluate affecting factors on dewatering. To do this, pressure filtration tests are conducted on four high water content materials with two geotextiles under two filtration pressures. Based on the test results, although woven geotextile tubes are not satisfied the soil retention criteria used in filter design commonly, a great portion of fines are retained by filter cake formation on geotextile tube's upstream side, but also after formation of filter cake, the permeability drops sharply. Higher filtration pressure tends to increase dewatering rate, but has very little effect on filtration efficiency. Dewatering capacity is affected by several factors which are related to the geotextile, but the property of sludge appears to be the dominant control factor for dewatering efficiency.

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Simulation of Groundwater Flow and Sensitivity Analysis for a Riverbank Filtration Site in Koryeong, Korea (경북 고령군 강변여과 취수 지역의 지하수 유동 모사 및 민감도 분석)

  • Won, Lee-Jung;Koo, Min-Ho;Kim, Hyoung-Su
    • Journal of Soil and Groundwater Environment
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    • v.11 no.2
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    • pp.45-55
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    • 2006
  • A 2-D unconfined flow model is developed to analyze annual variations of groundwater level and bank filtration rate (BFR) for an experimental riverbank filtration site in Koryeong, Korea. Two types of boundary conditions are examined for the river boundary in the conceptual model: the static head condition that uses the average water level of the river and the dynamic cyclic condition that incorporates annual fluctuation of water level. Simulations show that the estimated BFR ranges $74.3{\sim}87.0%$ annually with the mean of 82.4% for the static head boundary condition and $52.7{\sim}98.1%$ with the mean of 78.5% for the dynamic cyclic condition. The results illustrate that the dynamic cyclic condition should be used for accurate evaluation of BFR. Simulations also show that increase of the distance between the river and the pumping wells slightly decreases BFR up to 4%, and thereby indicate that it is not a critical factor to be accounted for in designing BFR of the bank filtration system. A sensitivity analysis is performed to examine the effects of model parameters such as hydraulic conductivity and specific yield of the aquifer, recharge rate, and pumping rate. The results demonstrate that the average groundwater level and BFR are most sensitive to both the pumping rate and the recharge rate, while the water level of the pumping wells is sensitive to the hydraulic conductivity and the pumping rate.

Numerical Analysis of Horizontal Collector Well in Riverbank Filtration (수평 방사형 집수정 활용 강변여과 취수 수치 분석)

  • Kim, Hyoung-Soo;Jeong, Jae-Hoon
    • Journal of Soil and Groundwater Environment
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    • v.14 no.1
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    • pp.1-10
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    • 2009
  • Groundwater flow due to intake of horizontal collector well in riverbank filtration site was analyzed by use of numerical groundwater modeling program (FEFLOW 5.1). Drawdowns of groundwater table nearby collector well were evaluated according to variations of several conditions; pumping rate, thickness of aquifer, offset distance from well to shore line of stream, conductance of streambed. It is observed that the drawdowns of groundwater table are clearly changed according to the variations of these conditions. The results of sensitive analysis shows that the thickness of alluvial aquifer and the offset distance are more sensitive than the conductance of streambed in evaluation of drawdown. This result implies that hydrogeological conditions, as like thickness of aquifer and its distribution in the site are important factors in site selection and evaluating the availability of riverbank filtration intake using horizontal collector well system. It is also revealed that numerical modeling using FEFLOW with 1-D discrete element feature can give efficient quantitative evaluation of horizontal collector well and estimation of availability of riverbank filtration site.

Evaluation of Hydraulic Conductivity of Bentonite Filter Cake Using Modified Fluid Loss Test

  • Nguyen, The Bao;Lee, Chul-Ho;Yang, Jung-Hun;Choi, Hang-Seok
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.10a
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    • pp.498-507
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    • 2008
  • The mixture of bentonite powder and water is generally used to maintain the stability of excavation surface during the construction of vertical cutoff walls. The filter cake on the sidewall surface is the result of filtration of slurry into the adjacent soil formation. The filter cake is believed to have a very low hydraulic conductivity compared to that of the cutoff wall. This paper evaluates hydraulic conductivities of bentonite filter cakes set up with three types of bentonites under various pressure levels. A modified fluid loss test was employed in this experiment. Theory of filtration process was reviewed to explain the procedure in the present experiment. Hydraulic conductivity of the filter cakes with consideration of the filter medium resistance was evaluated. The results of the experiment with two calculation methods and discussion are presented to show the efficiency of the modified fluid loss test.

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Evaluation of Hydraulic Conductivity of Bentonite Filter Cake Using Modified Fluid Loss Test

  • Nguyen, The Bao;Lee, Chul-Ho;Yang, Jung-Hun;Choi, Hang-Seok
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.10a
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    • pp.1502-1511
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    • 2008
  • The mixture of bentonite powder and water is generally used to maintain the stability of excavation surface during the construction of vertical cutoff walls. The filter cake on the sidewall surface is the result of filtration of slurry into the adjacent soil formation. The filter cake is believed to have a very low hydraulic conductivity compared to that of the cutoff wall. This paper evaluates hydraulic conductivities of bentonite filter cakes set up with three types of bentonites under various pressure levels. A modified fluid loss test was employed in this experiment. Theory of filtration process was reviewed to explain the procedure in the present experiment. Hydraulic conductivity of the filter cakes with consideration of the filter medium resistance was evaluated. The results of the experiment with two calculation methods and discussion are presented to show the efficiency of the modified fluid loss test.

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Characterization of Thiol Protease Inhibitor Isolated from Streptornyces sp. KISl3 (Streptomyces sp. KIS13 균주에서 분리한 thiol계 단백질분해효소 저해물질의 특성)

  • 김인섭;이계준
    • Microbiology and Biotechnology Letters
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    • v.18 no.5
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    • pp.501-505
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    • 1990
  • Streptomyces sp. KISl3 isolated from soil was found to produce low molecular weight thiol protease inhibitors. The protease inhibitor production was closely linked to the cell growth and regulated by growth condition. The inhibitor was purified from the culture broth through butanol extraction, silicagel 60 column chromatography, Sephadex LH-20 gel filtration and preparative HPLC. The inhibitor showed specific inhibitory activity to thiol protease such as papain, picin and bromelain. The mode of inhibition against papain to Hammersten casein as a substrate was non-competitive.

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Purification of $\beta$-Galactosidase from Alkalophilic Bacillus sp. YS-309 (호알카리성 Bacillus sp. YS-309로부터 $\beta$-Galactosidase의 정제)

  • 유주현;윤성식
    • Microbiology and Biotechnology Letters
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    • v.17 no.6
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    • pp.587-592
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    • 1989
  • A strain of alkalophilic Bacillus sp. YS-309 capable of producing large amount of $\beta$-galactosidase has been isolated from soil sample. Intracellular $\beta$-galactosidase was purified 6.9 folds by procedures including ammonium sulfate precipitation, DEAE-cellulose chromatography, gel-filtration, DEAE-Sephadex A-50 chromatography with over-all yield of 17.8%. The molecular weight of native enzyme was 205, 000 by HPLC, and SDS-polyacrylamide gel electrophoresis showed that the enzyme consisted of 4 identical subunits with a molecular weight of 56, 000.

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