• 제목/요약/키워드: Water Entry Behavior

검색결과 18건 처리시간 0.026초

고속으로 입수하는 물체에 대한 충격량 및 입수 거동 해석 (Numerical Analysis of Impact Forces and Entry Behaviors of the High Speed Water Entry Bodies)

  • 김영우;박원규;김찬수
    • 한국전산유체공학회지
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    • 제4권1호
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    • pp.1-7
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    • 1999
  • The numerical methodology for computing tile impact forces and water entry behaviors of high speed water entry bodies was been developed. Since the present method assumed the impact occurs within a very short time interval. the viscous effects do not have enough time to play a significant role in the impact forces, that is, the flow around a water-entry object was assumed as an incompressible potential flow and is solved by the source panel method. The elements fully submerged into the water are routinely treated, but the elements intersected by the effective planar free surface are redefined and reorganized to be amenable to the source panel method. To validate the present code, it was applied to disk, cone and ogive model and compared with experimental data. Good agreement was obtained. The water entry behavior such as the bouncing phenomena from the free surface was also simulated using the impact forces and two degree of freedom dynamic equation. Physically acceptable results were obtained.

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상륙돌격장갑차의 진수 중 동적 거동 수치 해석 (Numerical Analysis on Dynamic Behavior Characteristics of an Amphibious Assault Vehicle during Water Entry)

  • 허영민;김태형
    • 한국군사과학기술학회지
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    • 제26권2호
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    • pp.159-170
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    • 2023
  • In the present study, the dynamic behavior characteristics of an amphibious assault vehicle during water entry were analyzed using STAR-CCM+, a commercial computational fluid dynamics(CFD) code. All computations were performed using an overset mesh system and a RANS based flow-solver coupled with dynamic fluid-body interaction(DFBI) solver for simulating three degrees of freedom motion. For numerical validation of the solver, a water entry simulation of inclined circular cylinder was conducted and it was compared between an existing experiment data and CFD results. The pitch angle variation and the trajectory of the circular cylinder during water entry shows good agreement with previous experimental and numerical studies. For the water entry simulations of the amphibious assault vehicle, the analysis of dynamic behaviors of the amphibious assault vehicle with different slope angles, submerged depths and initial velocities were conducted. It is confirmed that the steep slope angle increases the submerged volume of the amphibious assault vehicle, so the buoyancy acting on the vehicle is increased and the moved distance for the re-flotation is decreased. It is also revealed that the submerged volume is increased, bow-up phenomenon occur earlier.

고속으로 입수하는 물체의 입수 거동 해석 (Numerical Analysis of Water Entry Behavior of the High Speed)

  • 김영우;박원규;김찬수
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 1998년도 추계 학술대회논문집
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    • pp.167-174
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    • 1998
  • The numerical methodology for simulating water entry behaviors of the high-speed bodies has been developed. Since the present method assumed the impact occurs within a very short time interval, the viscous effects do not have enough time to play a significant role in the impact forces, that is, the flow around a water-entry object was assumed as an incompressible potential flow and is solved by the source panel method. The elements fully submerged into the water are routinely teated, but the elements intersected by the effective planar free surface are redefined and reorganized to be amenable to the source panel method. To validate the present code, it has been applied to the ogive model and compared with experimental data. Good agreement has been obtained. The water entry behavior of the bouncing phenomena from the free surface has been also simulated using the impact forces and two degree of freedom dynamic equation. Physically, acceptable results have been obtained.

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원통형 실린더의 입수 충격 해석 (The Impact Analysis for Water-Entry of Cylindrical Body)

  • 독고욱;김인학
    • 한국전산구조공학회논문집
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    • 제15권1호
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    • pp.1-8
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    • 2002
  • 물체가 수중에 입수할 때, 원래의 운동에너지는 물체와 그 주위의 물에 부가질량 형태로 분배된다. 이러한 에너지 혹은 운동량의 전달에 기인하여 물체는 유체동력학적 충격력과 가속도를 받는다. 이러한 충격거동은 수중운동체의 공중 발사에 중요한 고려 요인이 된다. 본 논문에서는 구명정 모델을 바탕으로 원통형 물체의 입수에 대한 충격거동을 해석하는 근사기법을 제안하였다. 충격력은 von Karman의 운동량 이론으로 계산하고, 운동, 특히 가속도는 유체동력학적 힘의 평형에 의하여 유도된 운동방정식의 수치 적분으로 계산하였다. 제안된 방법은 입수충격을 받는 물체의 초기설계나 운동 해석을 위한 단순하면서도 효과적인 방안이 될 수 있을 것으로 기대된다.

Experimental determination of liquid entry pressure (LEP) in vacuum membrane distillation for oily wastewaters

  • Racz, Gabor;Kerker, Steffen;Schmitz, Oliver;Schnabel, Benjamin;Kovacs, Zoltan;Vatai, Gyula;Ebrahimi, Mehrdad;Czermak, Peter
    • Membrane and Water Treatment
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    • 제6권3호
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    • pp.237-249
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    • 2015
  • In this study we investigate a laboratory scale vacuum membrane distillation system to produce pure water from model oil in water emulsion. Experimental determination of liquid entry pressure (LEP) of a commercial Durapore$^{TM}$ GVPH flat sheet membrane using model emulsions in various oil concentrations has been carried out. Two different methods of liquid entry pressure determination - a frequently used, so-called static and a novel dynamic method - have been investigated. In case of static method, LEP value was found to be 2.3 bar. No significant effect of oil content on LEP was detected up to 3200 ppm. In contrast, LEP values determined with dynamic method showed strong dependence on the oil concentration of the feed and decreased from 2.0 bar to a spontaneous wetting at 0.2 bar in the range 0-250 ppm, respectively. Vacuum membrane distillation tests were also performed. The separation performance is evaluated in terms of flux behavior, total organic carbon removal and droplet size distribution of the feed and final retentate. No significant effect of oil content on the flux was found ($5.05{\pm}0.31kgm^{-2}h^{-1}$) up to 250 ppm, where a spontaneous wetting occurred. High separation performance was achieved along with the increasing oil concentration between 93.4-97.0%.

Soil water characteristic curve and improvement in lime treated expansive soil

  • Al-Mahbashi, Ahmed M.;Elkady, Tamer Y.;Alrefeai, Talal O.
    • Geomechanics and Engineering
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    • 제8권5호
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    • pp.687-706
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    • 2015
  • Methods commonly used to evaluate the improvement of lime-treated expansive soil include swelling characteristics and unconfined compressive strength. In the field, lime-treated expansive soils are in compacted unsaturated state. Soil water characteristic curves (SWCCs) represent a key parameter to interpret and describe the behavior of unsaturated expansive soil. This paper investigates the use of SWCC as a technique to evaluate improvements acquired by expansive soil after lime treatment. Three different lime contents were considered 2%, 4% and 6% by dry weight of clay. Series of tests were performed to determine the SWCC for the different lime content under curing periods of 7 and 28 day. Correlations between key features of the soil water characteristic curves of lime treated expansive soils and basic engineering behavior such as swelling characteristics and unconfined compression strength were established. Test results revealed that initial slope ($S_1$), saturated water content ($w_{sat}$), and air entry value (AEV) play an important role in reflecting improvement in engineering behavior achieved by lime treatment.

Flow of a low concentration polyacrylamide fluid solution in a channel with a flat plate obstruction at the entry

  • Kabir, M.A.;Khan, M.M.K.;Rasul, M.G.
    • Korea-Australia Rheology Journal
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    • 제16권2호
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    • pp.63-73
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    • 2004
  • Flow in a channel with an obstruction at the entry can be reverse, stagnant or forward depending on the position of the obstruction. These flow phenomena have potential applications in the control of energy and various flows in process engineering. Parameters that affect this flow inside and around the test channel are the gap (g) between the obstruction geometry and the test channel, the Reynolds number (Re) and the length (L) of the test channel. The influence of these parameters on the flow behavior was investigated using a flat plate obstruction at the entry of the channel. A low concentration polyacrylamide solution (0.018% by weight) showing a powerlaw fluid behavior was used as the fluid in this investigation. The flow phenomena were investigated by the velocity measurement and the flow visualization and their results were compared with numerical simulation. These results of low concentration polyacrylamide solution are also compared with the results of water published elsewhere (Kabir et al., 2003). The maximum reverse flow inside the test channel observed was 20% - 30% of the outside test channel velocity at a g/w (gap to width) ratio of 1 for Reynolds numbers of 1000 to 3500. The influence of the test channel length (L) and the Reynolds number (Re) on the velocity ratio ($V_i$/$V_o$: inside velocity/outside velocity in the test channel) are also presented and discussed here.

불포화 사면의 포화 부근 침투 특성을 고려한 수리전도도 모델 (A Hydraulic Conductivity Model Considering the Infiltration Characteristics Near Saturation in Unsaturated Slopes)

  • 오세붕;박기훈;김준우
    • 한국지반공학회논문집
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    • 제30권1호
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    • pp.37-47
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    • 2014
  • 불포화 수리전도도는 Mualem 모세관 모델에 의하여 이론적으로 함수특성곡선으로부터 적분된다. 하지만 예측된 수리전도도는 포화 부근에서 모관흡수력의 미소한 변화에도 극도로 민감하다. 원활한 형태의 함수특성곡선에 의한 Mualem 수리전도도는 포화 부근에서 급격하게 감소하며, 수리적 거동을 신뢰할 수 있게 모델하지 못하거나 수치해의 안정성을 저해 한다. van Genuchten-Mualem(VGM) 수리전도도를 개선하기 위하여, 낮은 모관흡수력 수준에 있는 임의의 공기함입치이내에서 van Genuchten 함수특성곡선을 수정하였다. 수정 VG 곡선은 대수축에서 임의의 공기함입치에서 포화상태까지 선형화된다. 수정 VG 함수특성곡선은 실제 함수특성거동의 회귀분석에 영향을 끼치지 않으며 원래의 VG 함수특성곡선의 계수를 그대로 사용한다. 수정 VG 곡선을 이용하여, VGM 수리전도도는 임의의 공기합입치를 기준으로 구간별 적분하여 수정되었다. 수정 VGM 수리전도도가 해석적 해로 제안되었으며, 포화부근 영역에서 수리전도도가 급격하게 감소하는 현상이 제거되었다. 실제 사면의 2차원 침투해석을 통하여 VGM 수리전도도와 제안된 모델에 따른 수리거동을 비교하였다. 제안된 모델은 여러 강우조건에 따른 해의 수렴성을 확보하였지만, VGM 수리전도도를 적용하면, 포화부근의 수리전도도가 급격하게 감소하여 강우량이 많은 경우 해가 수렴하지 않았다. 특히 선행강우에 의한 초기 안전율과 집중강우 후 최종 안전율을 크게 평가할 수 있었다. 제안된 수리전도도 모델은 침투해석과 안정해석을 통하여 실제 사면의 붕괴를 재현할 수 있었다.

바이오폴리머를 포함한 모래지반의 흙-습윤 특성곡선 연구 (Soil-Water Characteristic Curve of Sandy Soils Containing Biopolymer Solution)

  • 정종원
    • 한국지반환경공학회 논문집
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    • 제19권10호
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    • pp.21-26
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    • 2018
  • 흙-습윤 특성곡선은 불포화토에서 물의 흐름, 다상유체에서의 상대투수계수, 그리고 흙의 강성 및 부피 변화를 이해하는데 필수적이다. 바이오폴리머는 미생물에 완전 분해가 가능한 자연에 무해한 친환경 물질이다. 따라서, 치토산, 폴리에틸렌 옥사이드, 잔탄검, 알지네이트염 및 폴리아크릴산 등과 같은 바이오폴리머가 지반복원, 지반성능향상 및 오일생산증진을 위해 연구되어왔다. 폴리아크릴산(polyacrylic acid)은 바이오폴리머의 일종으로, 유체의 흐름 특성 향상을 통하여 오일생산증진 및 지반복원 등의 분야에서 우수한 성능을 보여왔다. 따라서, 본 연구에서는 폴리아크릴산(polyacrylic acid)을 포함한 모래의 흙-습윤 특성곡선의 이해하기 위해서 실내시험을 수행하고, 이론적 모델의 매개변수 변화를 연구하였다. 그 결과, 폴리아크릴산(polyacrylic acid)의 농도가 증가함에 따라, 포화된 모래에 주입되는 공기의 주입 모세관압력이 증가함을 보이고, 높은 모세관압력에서의 잔류 함수비 역시 증가하고 있음을 보였다. 또한, 이론식 모델의 매개변수를 구하였으며, 이를 활용한 흙-습윤 특성곡선이 실내 실험 결과와 잘 일치하고 있음을 보였다. 따라서, 이론적 모델의 매개변수를 알고 있으면, 본 연구에서 활용된 폴리아크릴산(polyacrylic acid)이외의 바이오폴리머를 포함한 모래 지반의 흙-습윤 특성곡선이 예측이 가능함을 설명하였다.

Psychopharmacological Profile of the Water Extract of Gardenia jasminoides and Its Constituents, Genipin and Geniposide, in Mice

  • Choi, Ji-Young;Pena, Ike Dela;Choi, Jong-Hyun;Yoon, Seo-Young;Yim, Dong-Sool;Lee, Yong-Soo;Ko, Kwang-Ho;Shin, Chan-Young;Ryu, Jong-Hoon;Kim, Won-Ki;Cheong, Jae-Hoon
    • Biomolecules & Therapeutics
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    • 제16권2호
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    • pp.118-125
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    • 2008
  • Gardenia jasminoides (G. jasminoides) is traditionally used to treat insomnia, jaundice, emotional disorders, hepatic disease, and inflammatory disease. Previously, we found that geniposide and the water extract of G. jasminoides increased $Cl^-$ influx in neuroblastoma. Here we examined the sychopharmacological activities of G. jasminoides and its constituents. G. jasminoides extract was orally administered at 100 and 200 mg/kg, and genipin and geniposide were intraperitoneally injected at 2, 10, and 20 mg/kg. G. jasminoides extract (200 mg/kg) significantly decreased total open field activity but increased rearing activity in the center of the open field, suggesting an increase in exploratory activity. Genipin and geniposide did not change open field activity, but geniposide (20 mg/kg) increased rearing activity in the central area. The extract (200 mg/kg) significantly decreased rotarod and wire-balancing activity, but genipin and geniposide did not. No compounds influenced thiopental-induced sleeping or electroshock-induced seizures. The extract (200 mg/kg) significantly increased staying time in the open arms of the elevated plus maze and the entry ratio into the open arms, and geniposide (20 mg/kg) also increased open arm entry. Electroshock stress decreased open arm activity, but the extract and geniposide (20 mg/kg) significantly reversed that effect. This results indicate that G. jasminoides extract and geniposide alleviated anxiety with greater efficacy in stressed animals than normal animals.