• 제목/요약/키워드: Porous Coefficient

검색결과 343건 처리시간 0.023초

투수성 폴리머 콘크리트의 성능 향상에 관한 실험적 연구 (An Experimental Study on Performance in Elevation of Porous Polymer Concrete)

  • 최규형;노병철;주명기;이복규
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.953-956
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    • 2008
  • 본 연구에서는 불포화폴리에스터 수지(U.P.)를 이용한 투수성 폴리머 콘크리트를 제조하여 투수성 및 강도 특성을 실험적으로 규명하였다. 그 결과 투수성 폴리머 콘크리트의 공극률 및 투수계수는 폴리머 결합재량의 증가에 따라 감소하는 경향을 나타내었다. 또한 투수성 폴리머 콘크리트의 압축강도는 폴리머 결합재량의 증가에 따라 감소하는 경향을 나타내었다. 투수성 폴리머 콘크리트의 압축강도는 투수계수가 증가함에 따라 감소하였다.

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공극매체에서의 파동장에 대한 Boussinesq 방정식의 유도 및 적용 (Derivation and Application of Boussinesq Equations for the Wave Field in Porous Media)

  • 전인식;민용침;임학수
    • 대한토목학회논문집
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    • 제35권5호
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    • pp.1061-1071
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    • 2015
  • 공극매체에서의 파동장을 해석할 목적으로 공극매체 흐름에 대한 Reynolds 이송정리를 적용하여 공극매체에서의 Navier-Stokes 방정식을 유도하였으며 기존의 연구들과 비교하였다. 또한, 이 N-S 방정식을 이용하여 공극매체 내외에서 파동장의 비선형성과 분산성을 적절히 재현하기 위한 확장형 Boussinesq 방정식을 유도하였다. 이들 방정식의 정확도를 검증하기 위하여 공극방파제의 반사율과 투과율에 대한 수치해석을 수행하여 그 결과를 기존의 수리실험결과들과 비교하였다. 수치해석결과는 토립자의 가상질량계수에 민감하게 반응하였으며 계수를 영으로 처리했을 때 수리실험결과와 비교적 잘 일치하는 것으로 나타났다.

투수성 포장도로 도입을 통한 보광배수유역 유출량 저감효과 검토 (Effects of porous pavement on runoff reduction in Boguang subcatchment)

  • 정지윤;이건영;류재나;오재일
    • 상하수도학회지
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    • 제27권2호
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    • pp.251-259
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    • 2013
  • Among various Green Infrastructure measures for urban stormwater management, effects of porous pavement were quantitatively examined in terms of hydrological cycle. Different scenarios for porous pavement were introduced on a SWMM model and the effects were compared and analysed using discharge hydrographs. Two types of pavements having different runoff coefficients (0.05 & 0.5) were introduced to cover different ratio of entire road areas (100 %, 77.5 % and 40.4 %) and these made up in total 6 different scenarios. Total runoff volume was reduced and peak flow was significantly decreased by applying the porous pavement. The highest reduction for total runoff was shown from S-6(covering area: 100 %, runoff coefficient: 0.05) as 19 % followed by S-5(covering area: 77.5 %, runoff coefficient: 0.05, 16 %), while that of S-2(covering area: 40.4 %, runoff coefficient: 0.05) and S-1(covering area: 40.4 %, runoff coefficient: 0.5) were the lowest with 8 % and 5 %. This proved that the application of porous pavement would improve urban hydrological cycle.

Wave-blocking Efficiency of a Horizontal Porous Flexible Membrane

  • Cho, Il-Hyoung
    • International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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    • 제6권1호
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    • pp.7-14
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    • 2003
  • The interaction of monochromatic incident waves with a submerged horizontal porous membrane is investigated in the context of two-dimensional linear hydro-elastic theory. It is assumed that the membrane is made of material with very fine pores so that the normal velocity of the fluid passing through the porous membrane is linearly proportional to the pressure difference between two sides of the membrane (e.g. Darcy's law). Using the Eigen-function expansion method, the wave-blocking performance of a submerged horizontal porous membrane is tested with various membrane tensions, porosities, lengths, and submerged depths. It is found that an optimal combination of design parameters exists for given water depth and wave characteristics.

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Size dependent effect on deflection and buckling analyses of porous nanocomposite plate based on nonlocal strain gradient theory

  • Khazaei, Pegah;Mohammadimehr, Mehdi
    • Structural Engineering and Mechanics
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    • 제76권1호
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    • pp.27-56
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    • 2020
  • In this paper, the deflection and buckling analyses of porous nano-composite piezoelectric plate reinforced by carbon nanotube (CNT) are studied. The equations of equilibrium using energy method are derived from principle of minimum total potential energy. In the research, the non-local strain gradient theory is employed to consider size dependent effect for porous nanocomposite piezoelectric plate. The effects of material length scale parameter, Eringen's nonlocal parameter, porosity coefficient and aspect ratio on the deflection and critical buckling load are investigated. The results indicate that the effect of porosity coefficient on the increase of the deflection and critical buckling load is greatly higher than the other parameters effect, and size effect including nonlocal parameter and the material length scale parameter have a lower effect on the deflection increase with respect to the porosity coefficient, respectively and vice versa for critical buckling load. Porous nanocomposites are used in various engineering fields such as aerospace, medical industries and water refinery.

투과성 격벽을 이용한 수평 운동하는 사각형 탱크내의 슬로싱 감쇠 (Sloshing Damping in a Swaying Rectangular Tank Using a Porous Bulkhead)

  • 조일형
    • 한국해양공학회지
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    • 제32권4호
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    • pp.228-236
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    • 2018
  • The performance of a porous swash bulkhead for the reduction of the resonant liquid motion in a swaying rectangular tank was investigated based on the assumption of linear potential theory. The Galerkin method (Porter and Evans, 1995) was used to solve the potential flow model by adding a viscous frictional damping term to the free-surface condition. By comparing the experimental results and the analytical solutions, we verified that the frictional damping coefficient was 0.4. Darcy's law was used to consider the energy dissipation at a porous bulkhead. The tool that was developed with a built-in frictional damping coefficient of 0.4 was confirmed by small-scale experiments. Using this tool, the free-surface elevation, hydrodynamic force (added mass, damping coefficient) on a wall, and the horizontal load on a bulkhead were assessed for various combinations of porosity and submergence depth. It was found that the vertical porous bulkhead can suppress sloshing motions significantly when properly designed and by selecting the appropriate porosity(${\approx}0.1$) and submergence depth.

서로 다른 물성치로 이루어진 다공 세라믹 연소기 속에서의 예혼합화염 연소에 대한 수치해석 연구 (Numerical Study of Premixed Combustion within a Porous Ceramic Burner of Different Ceramic Properties)

  • 임인권
    • 한국연소학회지
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    • 제2권1호
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    • pp.1-8
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    • 1997
  • Premixed combustion within porous ceramic media is numerically studied to understand burning characteristics and to find best configurations for burner implementations. Among many parameters, critical to burner performance, flame location and extinction coefficient are selected as major parameters for this study. The flame structure and burner performance with respect to these two parameters are observed. In the study, it is found that the location of flame is the most important in porous burner operation since it affects the rate of heat transfer and flame structure. Stability of the flame within the porous ceramic burner is discussed with respect to the flame location. It is found that to obtain high radiative output, the flame should be located downstream section of the burner. But the flame is to be unstable at most of downstream section except near the exit plane. To overcome this problem, new porous ceramic burner, using different ceramic properties in one burner instead of single property ceramic, is made and tested. With a combination of ceramics of high extinction coefficient at upstream and another material of low extinction coefficient at downstream of the burner, the flame can be stabilized at wider region of the burner with higher radiative output compared to the original burner configuration.

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다공성 방풍벽의 3차원 유동특성 (A Study of Three Dimensional Flow Characteristics near the Porous Wall)

  • 김성훈;김일현;장영배
    • 에너지공학
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    • 제28권4호
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    • pp.19-28
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    • 2019
  • 수직으로 위치한 다공성의 방풍벽을 통과해 흐르는 공기의 난류 유동특성을 해석하였다. 방풍벽은 다수의 원형 단면으로 구성된 공극으로 구성하고, 다공도는 공극의 직경으로 조절하였다. 대부분의 결과는 FLUENT를 이용한 해석결과로 3차원 다공벽 주위의 유동특성을 제시하였으며, 방풍벽에 형성되는 압력분포를 통해 방풍벽의 항력계수를 제시하였다. 항력계수는 레이놀즈 수 및 다공도에 의해 정의되나 레이놀즈 수의 영향은 크지 않은 반면에 다공도에 대한 영향은 매우 크다. 3차원 공극을 갖는 방풍벽의 항력계수를 다공도의 함수로 제시하여 2차원 결과와 비교하였다.

침투 해저면 위의 투과잠제주변 파랑특성의 수치해석 (NUMERICAL ANALYSIS OF WAVE CHARACTERISTICS AROUND PERMEABLE SUBMERGED BREAKWATER ON THE POROUS SEABED)

  • 김남형;우수민
    • 한국전산유체공학회지
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    • 제19권3호
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    • pp.8-13
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    • 2014
  • In this study, wave characteristics coming with oblique incident angle to permeable trapezoidal submerged breakwater on the porous seabed are calculated by using boundary element method. This numerical analysis, based on the wave pressure function, is analyzing the continuity in the analytical region including fluid and structure. From the comparison of the reflection coefficients and damping coefficient, the results of this study are in good agreement with the existing results. The peak values of reflection coefficient obtained by permeable trapezoidal submerged breakwater on the porous seabed are smaller than those of permeable trapezoidal submerged breakwater on the non-porous seabed. The velocity vector in front of permeable trapezoidal submerged breakwater on the porous seabed is smaller than that in front of permeable trapezoidal submerged breakwater on the non-porous seabed with out the energy loss.

투과성 내부재가 설치된 사각형 탱크내의 슬로싱 해석 (Sloshing Analysis in Rectangular Tank with Porous Baffle)

  • 조일형
    • 한국해양공학회지
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    • 제29권1호
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    • pp.1-8
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    • 2015
  • An analytical model of liquid sloshing is developed to consider the energy-loss effect through a partially submerged porous baffle in a horizontally oscillating rectangular tank. The nonlinear boundary condition at the porous baffle is derived to accurately capture both the added inertia effects and the energy-loss effects from an equivalent non-linear drag law. Using the eigenfunction expansion method, the horizontal hydrodynamic force (added mass, damping coefficient) on both the wall and baffle induced by the fluid motion is assessed for various combinations of porosity, submergence depth, and the tank's motion amplitude. It is found that a negative value for the added mass and a sharp peak in the damping curve occur near the resonant frequencies. In particular, the hydrodynamic force and free surface amplitude can be largely reduced by installing the proper porous baffle in a tank. The optimal porosity of a porous baffle is near P=0.1.