• Title/Summary/Keyword: 부피비

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Change of Hydraulic Properties of Sand due to Fine Diatom Particle Migration (미세 Diatom 입자 이동에 의한 모래지반의 투수 특성 변화)

  • Pyo, Won-Mi;Lee, Jong-Sub;Lee, Joo Yong;Hong, Won-Taek
    • Journal of the Korean Geotechnical Society
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    • v.34 no.2
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    • pp.19-32
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    • 2018
  • During the process of gas hydrate extraction in the deep seabed, fine diatom particle migration occurs, which causes the seabed slope failure and the productivity deterioration of the gas hydrate. Therefore, a study related with the changes of the ground characteristics due to the fine particle migration is required. The objective of this study is to investigate the change of hydraulic properties of sand due to the migration of fine diatom particle in sandy soils. In order to simulate the sediments of the Ulleung basin gas hydrate in the East Sea, fifteen sand-diatom mixtures that have different diatom volume fractions (DVF) are prepared. During the falling head permeability tests, the coefficients of permeability are measured according to the DVF. In addition, for the simulation of the fine diatom particle migration, constant head permeability tests are conducted by applying the hydraulic pressures of 3 kPa, 6kPa, and 9 kPa on a specimen composed of two layers: a specimen with 50% DVF in upper layer and a specimen with 0% DVF in lower layer. Furthermore, the coefficient of permeability and the electrical resistivity of the migration zone are measured during the constant head permeability test. The falling head permeability tests show that the coefficient of permeability decreases as the DVF of the specimen increases. In addition, the gradient of the coefficient of permeability curve decreases in the DVF range of 10%~50% compared with that of 0%~10%, and increases above 50% in DVF. The result of constant head permeability tests shows that the coefficient of permeability decreases and electrical resistivity increases in the migration zone due to the fine diatom particle migration. This study demonstrates that fine diatom particle migration reduces the permeability of the soils and the behavior of the migration zone due to the fine diatom particle migration may be estimated based on the reversal relationship between the coefficient of permeability and the electrical resistivity.

석고와 $\SiO_2$ Hydrosol

  • ;Komrska J
    • Cement
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    • s.61
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    • pp.53-57
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    • 1975
  • 1) 본논문은 Zement-Kalk-Gips 75년도 8월호에 게재된 V. Satava씨 및 J. Komrska씨의 $\ulcorner$Gips und $\SiO_2$-Hydrosolein neues Bindemittel$\lrcorner$을 번역 발췌한 것으로 주요 내용은 다음과 같다. 2) $\SiO_2$ Hydrosol 중의 반수석고경화 현탁액의 강도보다 높다. 3) Hydrosol중의 $\SiO_2$ 입자는 행동이 액상과 같으므로 반수석고 현탁액의 점도는 Hydrosol중이나 물중이나 유사하며 단지 $\SiO_2$의 부피만큼 물, 석고비를 감소시킨다. 4) 경화과정에서 단위 부피당 석고 결정이 차지하는 부피가 크므로 순수하게 물을 사용했을 때보다는 강도가 높다. 5) $\SiO_2$ 분자는 경화물질의 Skeleton속의 기공을 채워 표면의 특성에 영향을 준다.

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Elastic Wave Characteristics in Cemented Engineered Soils (고결된 Engineered Soils의 탄성파 특성)

  • Lee, Chang-Ho;Yoon, Hyung-Koo;Lee, Woo-Jin;Lee, Jong-Sub
    • Journal of the Korean Geotechnical Society
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    • v.24 no.2
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    • pp.87-97
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    • 2008
  • Behaviors of cemented engineered soils, composed of rigid sand particle and soft rubber particle, are investigated under $K_o$ condition. The uncemented and cemented specimens are prepared with various sand volume fractions to estimate the effect of the cementation in mixtures. The vertical deformation and elastic wave velocities with vertical stress are measured. The bender elements and PZT sensors are used to measure elastic wave velocities. After cementation, the slope of vertical strain shows bilinear and is similar to that of uncemented specimen after decementation. Normalized vertical strains can be divided into capillary force, cementation, and decementation region. The first deflection of the shear wave in near field matches the first arrival of the primary wave. The elastic wave velocities dramatically increase due to cementation hardening under the fixed vertical stress, and are almost identical with additional stress. After decementation, the elastic wave velocities increase with increase in the vertical stress. The effect of cementation hinders the typical rubber-like, sand-like, and transition behaviors observed in uncemented specimens. Different mechanism can be expected in decementation of the rigid-soft particle mixtures due to the sand fraction. a shape change of individual particles in low sand fraction specimens; a fabric change between particles in high sand fraction specimens. This study suggests that behaviors of cemented engineered soils, composed of rigid-soft particles, are distinguished due to the cementation and decementation from those of uncemented specimens.

Effect of Sourdough Starter on the Characteristics of Rheological of Barley bread (Sourdough 첨가 보리식빵의 물성적 특성)

  • 홍정훈;김경자;방극승
    • Korean journal of food and cookery science
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    • v.16 no.4
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    • pp.358-362
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    • 2000
  • To investigate the effect of sourdough on the quality characteristics of barley bread, sourdough starlet with Lactobacillus plantarum, Lactobacillus sanfrancisco and Enterococcus mundtii was used for baking after 48 hours incubation at 37$\^{C}$. The specific volume of the bread containing sourdough starter was greater than that the control. Retarding of the firmness was observed in the bread with Lactobacillus sanfrancisco compared with the control and other breads. Above results suggest that sourdough starter fermented by Lactobacillus can be used as natural bread improver.

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Statistical Optimization of Antioxidant Extraction from Broussonetia kazinoki Using Ultrasound-assisted Extraction (초음파 추출공정을 이용한 닥나무로부터 항산화성분의 추출공정 최적화)

  • Lee, Seung Bum;Park, Bo Ra;Yoo, Bong-Ho
    • Applied Chemistry for Engineering
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    • v.29 no.5
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    • pp.565-570
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    • 2018
  • In this study, the antioxidant was extracted from Broussonetia kazinokii using ultrasound-assisted extraction (UAE) and optimized by using a response surface methodology. The response value of the central composite design model establishes the extraction yield and the DPPH radical scavenging activity. The extraction time and temperature and volume ratio of ethanol/ultrapure water were selected as quantitative factors. When considering both the main and interaction effects, the factor having the greatest influence on the extraction yield and 2,2-diphenyl-1-picrylhydrazyl (DPPH) radical scavenging activity was the volume ratio of ethanol/ultrapure water. The results of optimal extraction conditions were the extraction time (19.92 min), volume ratio of ethanol/ultrapure water (54.23%), and ultrasonic irradiation power (557.65 W). We could also obtained expected results of the yield = 38.93 wt% and DPPH radical scavenging activity = 55.33% under these conditions.

Experimental Investigation of Thermal Conductivities of EG-based ZnO Nanofluids Manufactured Using Pulsed Wire Evaporation Method (전기선 폭발법에 의해 제작된 에틸렌 글리콜 기반 ZnO 나노유체의 열전도도)

  • Kim, Hyun-Jin;Hwang, Kyo-Sik;Shin, Hyun-Kyo;Rhee, Chang-Kyu;Lee, Gyung-Ja;Yoon, Jong-Ho;Jang, Seok-Pil
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.36 no.2
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    • pp.111-115
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    • 2012
  • In this paper, the thermal conductivities of ethylene glycol. based ZnO nanofluids manufactured using the pulsed wire evaporation method are experimentally measured using the transient hot wire method at temperatures in the range of $10^{\circ}C$ to $50^{\circ}C$. For this purpose, ethylene glycol.based ZnO nanofluids with 1%, 3%, and 5.5% volume fractions were manufactured using the pulsed wire evaporation method. Transmission electron microscopy (TEM) was performed to investigate the suspension stability of the ethylene glycol.based ZnO nanofluids. Based on the experimental results, the thermal conductivities of ethylene-glycol-based ZnO nanofluids increase with increasing volume fractions of ZnO nanofluids. The maximum enhancement of the thermal conductivity is 26.5% for a volume fraction of 5.5% at $22^{\circ}C$. Finally, the experimental results are compared with conventional models such as the Maxwell and Hasselman & Johnson models.

Assessment of Bottom Ash Amendment on Soil and Turfgrass Qualities in Golf Course (석탄바닥재의 골프장 토양 및 잔디생육 개량 영향평가)

  • Lee, Ju-Young;Choi, Hee-Youl;Shim, Gyu-Yul;Yang, Jae-E
    • Proceedings of the Turfgrass Society of Korea Conference
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    • 2011.02a
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    • pp.25-32
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    • 2011
  • 본 연구는 화력발전의 부산물로 발생하는 석탄바닥재가 골프장 사질 토양의 개량재로 사용 적합한지를 평가하기 위해 수행되었으며, 결과를 요약하면 다음과 같다. 1. 석탄바닥재의 화학성을 분석한 결과 총질소 0.34%, 가용성 인산 $52mgL^{-1}$, 치환성 칼륨 $51mgL^{-1}$ 뿐만 아니라 소량의 치환성 칼슘과 마그네슘을 함유하고 있어 식물생육에 이롭고, 유해중금속함량은 Cd, $Cr^{6+}$, Pb, Ni, As는 $1mgL^{-1}$ 이하, Cu 농도는 $1.25mgL^{-1}$ 검출되어 토양환경보전법의 토양오염우려기준 이하이므로 석탄바닥재 재활용으로 인한 토양오염 가능성은 매우 낮은 것으로 판단된다. 2. 모래 토양에 석탄바닥재를 부피비로 0~50% 비율로 혼합한 시료의 투수계수와 유효수분함량을 측정한 결과 석탄바닥재 혼합비율이 증가할수록 투수계수는 유의성 있게 감소하고 유효수분함량은 유의성 있게 증가해 석탄바닥재가 모래 토양의 낮은 수분보유력을 개선하는 효과가 있음을 확인하였다. 3. 모래 토양에 석탄바닥재를 부피비로 0~50% 비율로 혼합한 시료를 잔디식재층으로 조성한 라이시미터에 잔디종자 파종 후 약 4개월 뒤 잔디밀도가 완전히 형성된 후에 시비 후 3일 간격으로 채취한 용탈수를 분석한 결과 1일과 4일 후에 채취한 초기 용탈수에서는 석탄바닥재 혼합비율이 높을수록 $NO_3-N$, $NH_4-N$ 및 K함량이 유의성 있게 감소했으며, 대조구에 비해 석탄바닥재 혼합비율이 높은 처리구일수록 $NO_3-N$, $NH_4-N$ 및 K함량이 용탈수 채취기간 동안 지속적으로 용탈되었다. 이 결과로 석탄바닥재가 모래 토양의 낮은 양분 보유력을 개선하는데 효과적이고 석탄바닥재처리가 대조구에 비해 오랫동안 식물 생육에 필요한 양분을 공급하는 효과가 있음을 확인하였다. 4. 골프장 그린상구조와 동일한 시험포장을 만들고 모래 토양에 석탄바닥재 10%와 20% 그리고 피트, 액시스, 이소라이트를 부피비로 10% 비율로 혼합한 시료를 잔디식재층으로 조성하고 크리핑 벤트그래스(Agrostis paulstris Huds), Penn A-4 $10gm^{-2}$을 파종한 후에 처리구별로 잔디 품질을 평가하기 위해 잔디 밀도, 뿌리길이, 색상 및 시각적 품질을 조사한 결과 석탄바닥재 처리구는 기존에 사용하는 개량제인 피트, 액시스, 이소라이트 처리구와 동등한 잔디생육 촉진 효과가 있는 것으로 조사되었다. 5. 결론적으로 석탄바닥재는 골프장 토양의 물리적 특성과 화학적 특성을 개선하고 잔디생육에 필요한 양분을 공급하는데 효과적인 토양개량재라고 할 수 있다.

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An Effect Analysis of Subtracting Rebar Volumes in Reinforced Concrete Members on Quantity Take-off (콘크리트 내 철근 부피 공제가 물량산출에 미치는 영향)

  • Kang, Jong-Min;Kim, Seong-Ah;Chin, Sang-Yoon
    • Korean Journal of Construction Engineering and Management
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    • v.13 no.6
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    • pp.24-32
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    • 2012
  • Reinforced Concrete is the most dominant structure type for buildings in South Korea. Reinforced Concrete is one of materials having the most cost and quantity at construction projects. It is important to manage concrete quantity so that the total project cost is not affected due to underestimate or overestimate of its quantity. Generally the concrete quantity is taken-off based on the volume of the space inside forms without subtracting volumes of rebar embedded, which cannot be considered to make quite accurate results. Resource waste and extra cost due to over or under estimate of quantity occur since they cannot estimate accurate quantity at practices. Therefore, the objective of this paper is to analyze the effect of the volume for rebars embedded in reinforced concrete members. By comparing the quantity based on the existing method with the one from BIM data, it was found that about 1~2% of quantity discrepancy was observed while the typical concrete waste rate is 1 % at the current practice.

Propionibacterium acidipropionici를 이용한 유기산의 대량생산공정과 선별적 농축에 관한 연구

  • Kim, Dae-Sik;Choe, Cheol-Ho;Lee, Yeong-Mu;Lee, Ui-Sang
    • 한국생물공학회:학술대회논문집
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    • 2000.11a
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    • pp.237-240
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    • 2000
  • Organic acids which were produced from biomass wastes streams by cell-recycle fermentation using Propionibacterium acidipropionici ATCC 4965 were extracted by Membrane Contactor using TOA/MIBK system. Maximum productivity was 3.32g organic acid/L/hr at the dilution rate of 0.2/hr in the results of continuous fermentation. The diluted organic acids in the fermenter were selectively separated by Membrane Contactor extraction using 30%(w/w) trioctylamine(TOA) dissolved in methylisobutylketone(MIBK). The flow rate of aqueous phase is 200ml/min and that of extraction phase is 100ml/min. The degree of Acetic acid and Propionic acid extraction from fermentation broth was reached 56.25%, 72.41% respectively.

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