• 제목/요약/키워드: Pore characteristic

검색결과 212건 처리시간 0.021초

필터간격을 고려한 농업용저수지 제체의 침투특성 (Seepage Characteristics of Agricultural Reservoir Embankment Considering Filter Interval)

  • 이영학;이달원
    • 한국농공학회논문집
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    • 제60권1호
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    • pp.1-10
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    • 2018
  • This study analyzed pore water pressure, seepage and leakage quantity, height of seepage and critical hydraulic gradient in order to suggest the seepage characteristics of agricultural reservoir embankment considering filter interval. The seepage characteristics of a deteriorated reservoir embankments were conducted according to the horizontal filter intervals range using three- dimensional finite element analysis. The wider the horizontal filter interval, the higher the pore water pressure increased, and the pore water pressure ratio in the center of the core has a greater effect than the base part. The seepage and leakage quantity appeared largely in the two-dimensional analysis conditions (case 1), where the filter was constructed totally in the longitudinal direction of the embankment, the wider the horizontal filter interval was gradually reduced. The reasonable filter intervals to yield efficient seepage characteristics were within 30 m for the pore water pressure of the core and the height of the seepage line. The stability of the filter installation was able to evaluate the stability of the piping by the critical hydraulic gradient method. The deteriorated reservoir with no filters or decreased functionality can significantly reduce the possibility of piping by simply installing a filter on the downstream slope. In the future, the deteriorated reservoir embankment should be checked for the reservoir remodeling because the core and filter functions have been lost or decreased significantly. In the case of a new installation, the seepage characteristic behavior due to the core and filter changes should be applied to the field after obtaining a reasonable horizontal filter interval that satisfies the safety factor by a three-dimensional analysis.

Al2(SO4)3와 Na2SO4 혼합용액의 가수분해에 의한 고기공 AlO(OH) 겔의 합성에서 pH가 기공특성에 미치는 영향 (Effect of pH on Pore Characteristics in Synthesis of High Porous AlO(OH) Gel by Hydrolysis of Al2(SO4)3 and Na2SO4 Mixed Solution)

  • 박병기;최동욱;이재락
    • 한국세라믹학회지
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    • 제44권6호
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    • pp.325-330
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    • 2007
  • High porous AlO(OH) gel is used in precursor of ceramic material, coating material and porous catalyst. For use of these, not only physiochemical control for particle morphology, pore characteristic and peptization but also studies of synthetic method for preparation of high porous AlO(OH) gel were required. In this study, high porous AlO(OH) gel was prepared through the aging and filtration process of aluminum hydroxides gel precipitated by the hydrolysis reaction of $Na_2CO_3$ solution and $Al_2(SO_4)_3$ and $Na_2SO_4$ mixed solution. In this process, optimum synthetic condition of AlO(OH) gel having excellent pore volume as studying the effect of hydrolysis pH on gel precipitates has been studied. Hydrolysis pH brought about numerous changes on crystal morphology, surface area, pore volume and pore size. Physiochemical properties of gel were investigated as using XRD, TEM, TG/DTA, FT-IR and $N_2$ BET method.

PLA 섬유를 가진 다공성 플라이애시 기반 지오폴리머의 특성 평가 (Characteristic Evaluation of FA-Based Geopolymer with PLA Fiber)

  • 권성준;황상현;조영근;김태상;문은진
    • 한국건설순환자원학회논문집
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    • 제7권3호
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    • pp.187-193
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    • 2019
  • 미세먼지의 물리적 흡착기구에서 다공질 매체의 공극구조 연결성은 매우 중요한 인자이다. 본 연구에서는 플라이애시 기반의 지오폴리머를 기본 매체로 하고, 내부에 유기 생분해성 섬유재를 매립하여 강알칼리에 용해한 뒤 내부 연결 공극을 가지는 조직을 제조하였다. 다양한 배합을 통하여 압축강도는 20MPa 이상을 확보하였지만 NaOH 5mole 및 $30^{\circ}C$에서는 PLA가 거의 용해되지 않았으며, 온도의 증가에 따라 PLA 용해속도는 급격히 증가하였다. 비즈 타입의 PLA 섬유가 온도 $90{\sim}130^{\circ}C$ 및 NaOH 5~12mole 조건에서 24시간 이내에 모두 용해하는 것을 확인하였는데, 상온에서의 FA 기반 지오폴리머의 경우 반응성이 거의 없으므로 용해된 섬유내의 공간은 유효할 것으로 판단된다. 이러한 내부 공극연계구조는 미세먼지의 흡착 및 저장에 유리할 것으로 예상된다.

마이크로 CT 이미지를 활용한 3D 프린팅 콘크리트의 공극 분포에 따른 인장파괴의 거동 예측 (Prediction of Mechanical Response of 3D Printed Concrete according to Pore Distribution using Micro CT Images)

  • 유찬호;김지수
    • 대한토목학회논문집
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    • 제44권2호
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    • pp.141-147
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    • 2024
  • 본 연구에서는 마이크로 CT 이미지를 활용하여 3D 프린팅 콘크리트의 공극분포 특성에 따른 인장파괴 강도를 확인하였다. 3D 프린팅 기법으로 출력된 콘크리트 구조물은 일반적인 시편과는 다르게 적층방향 및 필라멘트 접촉면의 존재에 따라 공극의 방향성을 갖는다. 이에 따라 3D 프린팅 콘크리트 시편의 공극분포를 확률론적 방법으로 분석하고, 유한요소기법을 통해 방향별 인장강도를 분석하였다. 3D 프린팅된 시편 내부의 공극이 방향성을 갖는 것을 확인하였고, 출력에 의한 미세구조 특성-강도의 영향성을 평가하였다. 본 연구는 마이크로 CT 이미지 기반의 공극 분포 특성을 분석하고 시뮬레이션을 활용한 기계적 물성 평가를 수행하여 보다 향상된 성능의 적층 구조물 설계 및 재료 개발에 활용하고자 한다.

고온 PEFC용 수소이온 전도 향상을 위한 가교된 이온성 액체를 갖는 세공충진막 (Pore-filling membrane with ionic liquids immobilized by cross-linking for high temperature PEFCs)

  • 백지숙;최영우;이미순;양태현;김창수
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2010년도 추계학술대회 초록집
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    • pp.80.2-80.2
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    • 2010
  • The development of high temperature-proton exchange fuel cell (HT-PEFC) is a key in solving the problem of carbon monoxide poisoning of the platinum at anode as well as water management in PEFCs operated below $90^{\circ}C$. In order to overcome these main issues, PEFCs must be operated at high temperature above $120^{\circ}C$. Ionic liquids are available for HT-PEFC due to exhibiting non-volatility and thermal stability. Ionic liquids are however leached out from polymeric matrix resulting in the increase of gas permeability. In this study, we have prepared and characterized the composite membranes with the ionic liquids consisting of 1-(4-vinylbenzyl)-3-butyl imidazolium chloride immobilized by the cross-linkers in pore-filling membrane to prevent to be leached out from the membrane. We confirmed that cross-linked ionic liquids were not leached out from the composite membranes through the various characteristic analyses. It was also verified that the prepared membranes are thermally stable from the result of TG analysis. The pore-filling membranes with the immobilized ionic liquids have a high proton conductivity over $10^{-2}$ S/cm at high temperature (> $120^{\circ}C$).

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그래핀 플레이크 크기에 따른 전기 이중층 커패시터용 전극의 전기화학적 특성 (Electrochemical Properties of EDLC Electrodes with Diverse Graphene Flake Sizes)

  • 유혜련
    • 한국전기전자재료학회논문지
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    • 제31권2호
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    • pp.112-116
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    • 2018
  • Electric double layer capacitors (EDLCs) are promising candidates for energy storage devices in electronic applications. An EDLC yields high power density but has low specific capacitance. Carbon material is used in EDLCs owing to its large specific surface area, large pore volume, and good mechanical stability. Consequently, the use of carbon materials for EDLC electrodes has attracted considerable research interest. In this paper, in order to evaluate the electrochemical performance, graphene is used as an EDLC electrode with flake sizes of 3, 12, and 60 nm. The surface characteristic and electrochemical properties of graphene were investigated using SEM, BET, and cyclic voltammetry. The specific capacitance of the graphene based EDLC was measured in a 1 M $TEABF_4/ACN$ electrolyte at the scan rates of 2, 10, and 50 mV/s. The 3 nm graphene electrode had the highest specific capacitance (68.9 F/g) compared to other samples. This result was attributed to graphene's large surface area and meso-pore volume. Therefore, large surface area and meso-pore volume effectively enhances the specific capacitance of EDLCs.

A model to characterize the effect of particle size of fly ash on the mechanical properties of concrete by the grey multiple linear regression

  • Cui, Yunpeng;Liu, Jun;Wang, Licheng;Liu, Runqing;Pang, Bo
    • Computers and Concrete
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    • 제26권2호
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    • pp.175-183
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    • 2020
  • Fly ash has become an important component of concrete as supplementary cementitious material with the development of concrete technology. To make use of fly ash efficiently, four types of fly ash with particle size distributions that are in conformity with four functions, namely, S.Tsivilis, Andersen, Normal and F distribution, respectively, were prepared. The four particle size distributions as functions of the strength and pore structure of concrete were thereafter constructed and investigated. The results showed that the compressive and flexural strength of concrete with the fly ash that conforming to S.Tsivilis, Normal, F distribution increased by 5-10 MPa and 1-2 MPa, respectively, compared to the reference sample at 28 d. The pore structure of the concrete was improved, in which the total porosity of concrete decreased by 2-5% at 28 d. With regarding to the fly ash with Andersen distribution, it was however not conducive to the strength development of concrete. Regression model based on the grey multiple linear regression theory was proved to be efficient to predict the strength of concrete, according to the characteristic parameters of particle size and pore structure of the fly ash.

수화된 규산소다의 열처리 온도에 따른 물성변화 (Characteristic Changes of the Hydrated Sodium Silicate Depending on Heat Treatment Temperature)

  • 공양표;조호연;서동수
    • 한국세라믹학회지
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    • 제45권3호
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    • pp.185-189
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    • 2008
  • In order to fabricate porous ceramics, hydrated sodium silicate was synthesized by hydrothermal reaction using anhydrous sodium silicate. The microstructural and the structural characteristics of the expanded ceramics were observed depending on heat treatment temperature (550, 600, 650, $700^{\circ}C$) and then the effect of these characteristics on the compressive strength and the temperature gradient was investigated. As the heat treatment temperature was increased, the compressive strength was decreased from $0.717KN/cm^2\;(550^{\circ}C)\;to\;0.166KN/cm^2\;(700^{\circ}C)$. The temperature gradient was increased with increasing the experimental temperature regardless of the heat treatment temperature. The temperature gradient of the expanded ceramics which was heat treated at $650^{\circ}C\;was\;300^{\circ}C$. The bulk specific gravity, porosity, pore size, pore characteristics and wall thickness were varied depending on heat treatment temperature, and the compressive strength and the temperature gradient were governed by the complex effects of these factors.

Effect of Solvent on Swelling, Porosity and Morphology of Transparent Poly (HEMA)

  • Pathak Tara Sankar;Kim Lae-Hyun;Chung Kun-Yong
    • Korean Membrane Journal
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    • 제8권1호
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    • pp.67-73
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    • 2006
  • Transparent materials are well known but preparation of transparent poly 2-hydroxyethyl methacrylate {poly (HEMA)} material by varying solvent is a new one and economically reliable. This material is prepared from hydroxyl based monomer HEMA by radical polymerization using benzoyl peroxide (BPO) as initiator and isobutanol, 2-butanol, 1-butanol, hexane and toluene as a solvent. The reaction temperature, time and stirring speed were set at $70^{\circ}C$, 4 hrs and 150 rpm, respectively. The polymer was characterized for functional group by IR spectroscopy. It was observed that the intensity of band at $1637 cm^{-1}$ a characteristic band of C=C stretching disappeared indicating that it was completely consumed after polymerization. It was observed that swelling percentage increases with increase as time passes but after a certain time a constant swelling percentage is achieved. SEM pictures reveals that poly (HEMA) prepared by different solvent shows pore with a distinguishable void up to several micrometers. The BET surface area, cumulative pore volume and average pore diameter is greater in poly (HEMA) prepared by hexane as a solvent compared to other solvents. Poly (HEMA) prepared by 1-butanol as a solvent shows higher glass transition temperature compared to other solvents. Poly (HEMA) prepared by different solvents shows $90{\sim}94%$ light transmission property from light transmission measurement and looks transparent.

Influence of burial conditions on the seepage characteristics of uranium bearing loose sandstone

  • Quan Jiang;Mingtao Jia;Yihan Yang;Qi Xu;Chuanfei Zhang;Xiangxue Zhang;Meifang Chen
    • Nuclear Engineering and Technology
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    • 제56권4호
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    • pp.1357-1371
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    • 2024
  • To investigate the influence of different burial conditions on the seepage characteristics of loose sandstone in the leaching mining of sandstone uranium ore, this study applied different ground pressures and water pressures to rock samples at different burial depths to alter the rock's seepage characteristics. The permeability, pore distribution, and particle distribution characteristic parameters were determined, and the results showed that at the same burial depth, ground pressure had a greater effect on the reduction in permeability than water pressure. The patterns and mechanisms are as follows: under the influence of ground pressure, increasing the burial depth compresses the pores in the rock samples, decreases the proportion of effective permeable pores, and causes particle fragmentation, which blocks pore channels, resulting in a decrease in permeability. Under the influence of water pressure, increasing the burial depth expands the pores but also causes hard clay particles to decompose and block pore channels. As the burial depth increases, the particles eventually decompose completely, and the permeability initially decreases and then increases. In this experiment, the relationships between permeability and the proportion of pores larger than 0.15 ㎛ and the proportion of particles smaller than 59 ㎛ were found to be the most significant.