• 제목/요약/키워드: Vertical density

검색결과 797건 처리시간 0.027초

디지털 지도를 이용한 산악지형의 전계강도 분석 (An Analysis of Electric-field Density into Mountain Area Using DTED)

  • 임중수;채규수;박영철;김민년
    • 한국산학기술학회논문지
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    • 제7권5호
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    • pp.852-857
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    • 2006
  • 본 논문은 디지털 지도를 이용하여 산악지형의 전계강도를 정밀하게 분석하는 방법을 제시한다. 일반적으로 전파의 전계 강도는 직접파와 수평면 반사를 주로 고려하였으나, 산악지역에서는 직접파와 수평면 반사 외에도 산악지형의 수직면에 의한 반사도 고려해야 한다. 이러한 점을 고려하여 산악지형에서 전파를 송신할 때 일어나는 직접파와 수평면 반사파, 산악 지형에 의한 수직면 반사파의 합성 전계를 전파의 편파 특성과 위상 특성을 고려하여 계산한 결과를 제시하였다.

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반복단순전단 시험에 의한 패각질 모래의 동적 거동 (Dynamic Behaviors of Shelly Sand in Cyclic Simple Shear Test)

  • 윤여원;윤길림;최재권;김재권;김승현
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.1358-1366
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    • 2006
  • In order to study the effects of shell contents on the liquefaction resistance of the shelly sand, NGI cyclic simple shear tests were performed for the shelly sands with shell contents of 0%, 5%, 10%, 20% and 30% under the effective vertical stress of 50kPa, 100kPa and 150kPa for 40% and 55% of relative density, respectively. Cyclic simple shear test results showed that for the low effective vertical stress, liquefaction resistance increased rapidly with the increase of shell contents in both 40% and 55% relative density. On the other hand, for the high effective vertical stress, the liquefaction resistance increased slightly in 40% relative density whereas the resistance was almost same in 55% relative density. Liquefaction resistance decreased with increasing effective vertical stress for both 40% and 55% relative density. In the same effective vertical stress and shell contents, liquefaction resistance increased with the increase of relative density of sands.

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Density-surfactant-motivated removal of DNAPL trapped in dead-end fractures

  • 여인욱;이강근;지성훈
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2003년도 총회 및 춘계학술발표회
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    • pp.51-54
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    • 2003
  • Three kinds of experiments were conducted to test existing methods and develop an effective methodology for the remediation of DNAPL trapped in vertical dead-end fractures. A water-flushing method failed to remove TCE from vertical dead-end fractures where no fluid flow occurs. A water-flushing experiment implies that existing remediation methods, utilizing water-based remedial fluid such as surfactant-enhanced method, have difficulty in removing DNAPL trapped from the vertical downward dead-end fractures, because of no water flow through dead-end fractures, capillary, and gravity forces. Fluid denser than TCE was injected into the fracture network, but did not displace TCE from the vertical dead-end fractures. Base(B on the analysis of the experiments, the increase in the density of the dense fluid and the addition of surfactant to the dense fluid were suggested, and this composite dense fluid with surfactant effectively removed TCE from the vertical dead-end fractures.

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Genesis of a Vertical City in Hong Kong

  • Lau, Stephen S.Y.;Zhang, Qianning
    • 국제초고층학회논문집
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    • 제4권2호
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    • pp.117-125
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    • 2015
  • A vertical city with multifunctional land use turns out to be the most viable solution for an urban condition characterized by increasing density due to population expansion, topographical limitation of buildable land, economic development and the pursuit for collective sustainable living, such as in Hong Kong. This paper presents initial research results from a study on the chronological and typological evolution of tall buildings in the city, from the climate-responsive verandah typology to the mixed-use hyper-commercial podium and residential tower typologies that predominate today, to the ultimate formation of a vertical city. Case studies and surveys have focused on the development of this building typology throughout the decades since the 1920s, substantiating a discussion on the subjective and objective factors contributing to a genesis of the vertical city phenomenon in Hong Kong. The discussion will engage, under the notion of the vertical city, on how residents and visitors adapt to the growing density of the city, and how they accustom themselves to the changing urban morphology over time. Advantages such as high efficiency, spaces savings, time convenience, etc.; and disadvantages such as deficiency in livability, incompatibility of uses, environmental health deficiencies, etc.; serve as a reference for other cities in need of high-density planning due to population and economic growth.

Year-to-year Variability of the Vertical Temperature Structure in the Youngsan Estuary

  • Cho, Yang-Ki;Lee, Kyeong-Sig;Park, Kyung-Yang
    • Ocean and Polar Research
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    • 제31권3호
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    • pp.239-246
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    • 2009
  • Long-term observations were conducted between 1997 and 2002 to examine the variability of the vertical temperature structure in the Youngsan Estuary, southwest Korea, in summer. The observed hydrographic data revealed that the temperature minimum layer in the middle depth persisted through the entire summer of 2000 but was rarely observed in other years. The variability in the vertical structure might be affected by the air temperature during the previous winter and the density difference between the open sea and the estuary. In 2000, the air temperature in the previous winter was lowest and the horizontal density difference during summer was largest. The large horizontal density difference probably produced more active driving of warm water along the bottom, which would have intruded into the Youngsan Estuary. Furthermore, the cold previous winter would have provided a better condition for maintaining cold temperatures in the middle water layer for a longer period.

종방향대류 및 고액밀도차가 고려된 접촉융해에 대한 해석해 (An analytical solution for the close-contact melting with vertical convection and solid-liquid density difference)

  • 유호선;홍희기;김찬중
    • 대한기계학회논문집B
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    • 제21권9호
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    • pp.1165-1173
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    • 1997
  • The steady state close-contact melting phenomenon occurring between a phase change material and an isothermally heated flat plate with relative motion is investigated analytically, in which the effects of vertical convection in the liquid film and solid-liquid density difference are incorporated simultaneously. Not only the scale analysis is conducted to estimate a priori qualitative dependence of system variables on characteristic parameters, but also an analytical solution to a set of simplified model equations is obtained to specify the effects under consideration. These two results are consistent with each other, in that the vertical convection affects both the solid descending velocity and the film thickness, and that the density difference alters only the solid descending velocity. While the effect of vertical convection can be characterized conveniently by a newly introduced temperature gradient factor which asymptotically approaches the unity/zero with decreasing/increasing the Stefan number, that of density difference is represented by the liquid-to-solid density ratio. It is shown that the solid descending velocity depends linearly on the density ratio, and that the ratios of solid descending velocity, film thickness and friction coefficient to the conduction solution are proportional to 3/4, 1/4 and -1/4 powers of the temperature gradient factor, respectively. Also, established is the fact that the effect of convection can be legitimately neglected in the analysis for the range of the Stefan number less than 0.1.

반복단순전단 시험에 의한 패각질 모래의 액상화 강도 (Liquefaction Strength of Shelly Sand in Cyclic Simple Shear Test)

  • 윤여원;윤길림;최재권
    • 한국지반환경공학회 논문집
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    • 제8권6호
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    • pp.69-76
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    • 2007
  • 해안 연약지반 개량공사에 사용되는 모래는 대부분 다소간의 패각을 함유하게 된다. 본 연구에서는 패각 함유량이 패각질모래의 액상화 저항에 미치는 영향을 연구하기 위하여 중량비에 의해 0%, 5%, 10%, 20%, 30%의 패각을 함유한 모래의 입도를 조성하고 건조퇴적 방법으로 상대밀도가 40%와 55%인 공시체를 성형하여 50kPa, 100kPa, 150kPa의 압밀유효연직응력으로 NGI형 직접단순전단시험기를 이용해서 반복단순전단시험을 수행하였다. 연구 결과, 압밀유효연직응력이 낮을 경우에는 상대밀도가 40%, 55% 모두 패각 함유량이 많아질수록 액상화강도가 크게 증가하는 경향을 보였다. 그러나 압밀유효연직응력이 높을 경우에는 상대 밀도가 40%일 경우 약간 증가하는 경향을 얻었으나 상대밀도가 55%일 경우에는 거의 일정한 값으로 수렴하는 결과를 얻었다. 그리고 상대밀도에 관계없이 압밀유효연직응력이 증가하면 액상화 저항이 감소하는 경향을 보였다. 또한 같은 압밀유효연직응력과 패각함유량에서 상대밀도가 높아질수록 액상화강도가 증가하는 것으로 나타났다.

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The Fabrication of Artificial Fine Aggregates Using Stone Sludge and Spent Bleaching Clay

  • Kim, Kangduk
    • 한국세라믹학회지
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    • 제51권5호
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    • pp.492-497
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    • 2014
  • Artificial fine aggregates (denoted AFA) were fabricated using spent bleaching clay (denoted SBC) generated from processed vegetable oil and stone sludge (denoted SS) produced from crushed aggregate manufacturing materials for use as functional construction materials. Each raw material was crushed to particle size finer than $150{\mu}m$, and fine spherical pellets of approximately 1 ~ 4 mm in diameter were prepared by a pelletizing process. The physical properties of the AFA were measured with different types of sintering equipment. A new type of vertical furnace that sinters fine aggregates in a fluidized bed at high temperatures was designed and tested. AFA sintered in a rotary kiln at $1125^{\circ}C$ showed a bulk density of $1.5g/cm^3$ and a water absorption of 16%. AFA sintered in the vertical furnace at $1125^{\circ}C$ showed a bulk density of $1.9g/cm^3$ and water absorption of 8.5%. The bulk density of the AFA sintered in the vertical furnace showed a bulk density 27% higher and water absorption 47% lower than those of AFA sintered in the rotary kiln.

고결모래의 콘선단저항과 미소변형전단탄성계수 관계 (Relationship between Cone Tip Resistance and Small-Strain Shear Modulus of Cemented Sand)

  • 이문주;이우진;김재정;최영민
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 춘계 학술발표회
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    • pp.331-340
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    • 2009
  • This study evaluates the relationship between cone tip resistance ($q_c$) and small-strain shear modulus ($G_{max}$) of cemented sand. For this purpose, a series of miniature cone penetration and bender element tests are performed in calibration chamber specimens with various gypsum contents. Experimental results show that both $q_c$ and $G_{max}$ of sand increase with increasing cementation level as well as relative density and vertical confining stress. However, the relative density and vertical confining stress has more significant influence on $G_{max}$ and $q_c$ of uncemented sand than those of cemented sand. It is observed that the $G_{max}/q_c$ ratio of cemented sand decreases with increasing relative density. This result means that state variables have more affect on $q_c$ than $G_{max}$ of cemented sand. Test results also show that the effect of vertical stress on $G_{max}-q_c$ relation is reduced by cementation effect.

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The temporal variability of the longitudinal plasma density structure in the low-latitude F -region

  • Oh, S.J.;Kil, H.;Kim, Y.H.
    • 한국우주과학회:학술대회논문집(한국우주과학회보)
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    • 한국우주과학회 2008년도 한국우주과학회보 제17권2호
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    • pp.30.4-31
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    • 2008
  • Formation of longitudinally wave-like plasma density structure in the low-latitude F region is now a well-known phenomenon from the extensive studies in recent years. Observations of plasma density from multiple satellites have shown that the locations of the crests of the plasma density that are seen to be stationary during daytime are shifted after sunset. This phenomenon has been understood to be caused by eastward drift of the ionosphere at night. However, the eastward drift velocity of the ionosphere after sunset is not sufficiently large enough to explain the day-night difference in the longitudinal density structure. The just after sunset and the nighttime ionospheric morphologymay be affected by this drift after sunset. In this study, we will investigate the temporal variation of the phase of the longitudinal density structure and vertical plasma drift by analyzing the ROCSAT-1, TIMED/GUVI, and DMSP data and verify the role of the vertical drift after sunset in the change of the phase of the longitudinal density structure.

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