• KIEAE Journal
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• 제9권3호
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• pp.61-68
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• 2009

Gwangju Metropolitan Government & Ministry of Environment have signed a model city in response to Climate Change agreement. The agreement calls for Gwangju to cut greenhouse gas emissions 10% below 2005 levels by 2015. Gwangju has seen this agreement as an opportunity to cut pollution and conserve the environment as well as to reinvigorate local economy. According to policy of Gwangju, Gwangju held design competition for Gwangju City Arboretum on march, 2009. The purpose of design competition was to give a wide publicity to Gwangju as Hub City of Asian Culture and construct carbon-neutral arboretum in accordance with the policy of 'Low-Carbon and Green Growth'. First of all, a design concept of arboretum is 'winding, round, overlay 'to reflect the landscape of Nam-do which is surrounded by mountains and river flows through the village. Second, the arboretum has five different places with these themes - Forest of Festivals, Health, Nature, Nostalgia, Education and Future. Each place has a symbolic theme park and different flow planning respectively. Third, the most critical point is that the arboretum is a carbon-neutral park. Gwangju arboretum will soon be developed in metropolitan sanitary landfill and constructed as the O2 arboretum based on low carbon strategy. Fourth, the O2 arboretum suggests specialized issue : 'Energy Saving', 'Recycling System', 'Green Network', 'Water System(rainwater maintenance and wetland development)'. Besides, main buildings(greenhouse, visitor center, Nam-do experience exhibition hall, and forest museum) is designed in consideration of harmony with topography character, surroundings. Also, planting will be a multilayer plant based on native landscape trees in consideration of function and the growth characteristics.

• 한국수자원학회논문집
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• 제38권9호
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• pp.713-725
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• 2005

본 연구에서는 미국 지질조사국에서 개발한 PRMS 모형을 국내 7개 댐유역에 적용하여 국내 적용성과 모의한 계를 분석하였다. 모형의 적용성을 평가하기 위해 모형 이론과 매개변수에 대해 검토하고, 국내 실정을 고려한 입력자료와 매개변수 추정의 가용성을 분석하였다. 각 적용유역들에서 GIS자료를 활용하여 추정 가능한 매개변수들은 추정하고 나머지 변수들은 Rosenbrock 방법을 이용하여 보정하였다. 모의결과를 다각적으로 분석하여 PRMS 모형의 모의 능력과 한계를 분석한 결과 PRMS 모형은 모든 적용유역에서 관측치에 높은 적합성을 나타내었다. 기본값을 사용한 융설모의에서도 비교적 정확한 모의가 가능한 것으로 나타났다. 적용 유역면적에 상관없이 신뢰성 높은 유출분석이 가능하였으나, 대유역인 경우 준분포형적인 특성보다는 일체형모형에 가까운 유출모의를 하는 것으로 나타났다.

• 한국수자원학회논문집
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• 제39권7호
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• pp.553-562
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• 2006

본 연구에서는 유역규모의 응답과정에 대한 지표면유동과 하천유동의 상대적 기여도를 평가해 보고자 한다. 이를 위하여 GIUH 모형의 적률을 금강수계 보청천유역의 자료에 적용하였다. 본 연구에서 유도된 GIUH 모형은 하천 및 지표면에 대한 개별적인 배수경로들로 구성된다. 사전에 예상된 바와 같이, 양자의 특성속도는 현저하게 구별될 수 있었다. 이를 Rodriguez-Iturbe and Valdes(1979)의 모형에 의한 특성속도와 비교해본 결과 본 연구에서 산정된 특성속도가 보다 물리적인 의미를 내포하고 있음을 알 수 있었다. 또한 지표변유동의 경우 경로길이가 거의 일정한 반면, 하천유동의 경우 유역규모에 따라 경로길이가 길어지는 경향을 볼 수 있었다. 그 결과로서, 지표면의 동수역학적 거동특성이 전반적인 유역의 응답과정에 상당한 영향을 미치고 있음을 확인할 수 있었다. 이에 대한 보다 폭 넓은 해석을 위하여 후속 연구가 필요할 것으로 판단된다.

• 한국수자원학회논문집
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• 제48권8호
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• pp.635-645
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• 2015

본 연구에서는 하도 내 수제 형 수리구조물을 설치하였을 때, 만곡수로와 수충부에서의 흐름 양상 변화를 3차원 유속 측정을 통해 확인하였다. 연구를 위해 길이 24.4m, 폭 1.5m, 하상경사 2%의 만곡수로에서 실험을 수행하였다. 실험은 단일 수제의 설치 여부에 따라 크게 두 가지 경우로 나누어 수행하였다. 유속의 측정에는 3차원 초음파 유속계(Acoustic Doppler velocimeter, ADV)를 사용하였으며 각 단면 당 약60개의 측점을 선정하여 일정한 시간 동안 측정하였다. 측정된 유속들은 시간 평균하였으며, 각 단면에서의 측정결과를 연결하여 만곡수로의 수면유속을 파악하였다. 그 결과, 수제설치로 인해 구조물 하류에 위치한 만곡부 외측에서의 유속이 현저하게 감소하였고 제방을 향했던 흐름의 방향이 내측으로 변화하였음을 확인할 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.705-712
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• 2000

The fluid generally flows through fractures in crystalline rocks where most of underground storage facilities are constructed because of their low hydraulic conductivities. The fractured rock is better to be conceptualized with a discrete fracture concept, rather continuum approach. In the aspect of fluid flow in underground, the simultaneous flow of groundwater and gas should be considered in the cases of generation and leakage of gas in nuclear waste disposal facilities, air sparging process and soil vapor extraction for eliminating contaminants in soil or rock pore, and pneumatic fracturing for the improvement of permeability of rock mass. For the purpose of appropriate analysis of groundwater-gas flow, this study presents an unsteady-state multi-phase FEM fracture network simulator. Numerical simulation has been also conducted to investigate the hydraulic head distribution and air tightness around Ulsan LPG storage cavern. The recorded hydraulic head at the observation well Y was -5 to -10 m. From the results obtained by the developed model, it shows that the discrete fracture model yielded hydraulic head of -10 m, whereas great discrepancy with the field data was observed in the case of equivalent continuum modeling. The air tightness of individual fractures around cavern was examined according to two different operating pressures and as a result, only several numbers of fractures neighboring the cavern did not satisfy the criteria of air tightness at 882 kPa of cavern pressure. In the meantime, when operating pressure is 710.5 kPa, the most areas did not satisfy air tightness criteria. Finally, in the case of gas leaking from cavern to the surrounding rocks, the resulted hydraulic head and flowing pattern was changed and, therefore, gas was leaked out from the cavern ceiling and groundwater was flowed into the cavern through the walls.

• Journal of Advanced Marine Engineering and Technology
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• 제28권3호
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• pp.500-508
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• 2004

The heat transfer coefficients during gas cooling process of carbon dioxide in a horizontal tube were investigated. The experiments are conducted without oil in the refrigerant loop. The main components of the refrigerant loop are a receiver, a variable-speed pump, a mass flow meter, a pre-heater, and a gas cooler(test section). The water loop consists of a variable-speed pump, an isothermal tank, and a flow meter. The gas cooler is a counterflow heat exchanger by cooled water flowing in the annulus. The $CO_2$ flows in the horizontal stainless steel tube. which is 9.53mm in O.D. and 7.75mm in I.D. The gas cooler is 6 [m] in length. which is divided into 12 subsections, respectively. The experimental conditions considered in the study are following range of variables : refrigerant temperature is between 20 and $100^{\circ}C$. mass fluxes ranged from 200 to 400kg/($m^2$.s), average pressure varied from 7.5 to 10.0MPa. The main results were summarized as follows : The friction factors of $CO_2$ in the gas cooler show a relatively good agreement with those predicted by Blasius' correlation. The local heat transfer coefficient in the gas cooler has compared with most of correlations, which are the famous ones for forced convection heat transfer of turbulent flow. The results show that the local heat transfer coefficient of gas cooler agrees well with the correlation by Bringer-Smith except that at the region near pseudo critical temperature. while that at the near pseudo critical temperature is higher than the correlation.

• 대한기계학회논문집B
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• 제41권1호
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• pp.37-46
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• 2017

가열된 표면에서의 액적은 일반적으로 내부에 마랑고니 유동이 발생하고, 이는 불균일한 침전물 패턴 형상을 구성하게 된다. 본 연구는 마랑고니 유동을 가시화하고, 수직진동을 사용해서 이를 제어하는 것을 주 목적으로 한다. 액적이 증발하는 동안, 액적의 접촉각 변화와 부피변화를 실험적으로 알 수 있었고, PIV(Particle Image Velocimetry) 실험 장치를 이용하여, 평판 온도별 마랑고니 유동의 내부 유동의 흐름을 가시화하였다. 그리고 평판에 각 주파수별 수직진동을 가해주는 실험을 진행하여, 그 결과 마랑고니 유동의 유동 방향과 수직진동의 유동 방향이 서로 반대인 것을 확인할 수 있었다. 마지막으로 증발하는 액적에 수직진동을 가해줌으로써, 액적의 하단부분에서 내부유동의 흐름변화를 관찰하였다. 마랑고니유동에 의해 발생하는 내부유동 방향과 수직진동으로 발생하는 내부유동의 방향이 서로 반대 방향이므로 가열된 평판에 진동을 가해주었을 때 액적 내부유동의 흐름이 변화가 발생하였고, 이는 곧 불균일한 침전물 패턴이 억제된 것을 증발 후 침전물의 패턴형상을 통해 확인할 수 있었다.

• 대한조선학회논문집
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• 제45권1호
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• pp.42-53
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• 2008

The two dimensional PIV (particle image velocimetry) measurement technique is applied to water flow in a narrow cavitation tunnel. The nearly homogeneous and isotropic turbulent flows are generated by the honeycomb installed in the tunnel and visualized with a PIV technique. The velocities in the measurement plane at the tunnel centerline 184cm downward from the honeycomb were measured and calculated by an image correlation technique. The turbulent properties are evaluated and each term in the turbulent kinetic energy equation is calculated for the conditions with different internal pressures. Lowering the internal pressure gives an effect on the turbulent flow due to growing bubbles which are resolved in the water. The turbulent kinetic energy in the measurement plane is decayed much slower than those of other research results carried out with wind tunnels. With decreasing the tunnel internal pressures the turbulent intensities are increased about 1.5 times and the anisotropic tendency is also increased.

• 한국환경복원기술학회지
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• 제21권5호
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• pp.17-28
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• 2018

Cyclonic-dissolved air flotation(Cyclonic-DAF), an advanced form of pressure flotation, applies a structure that enables the forming of twirling flows. This in turn allows for suspended matter to adhere to microbubbles and float to the surface of a treatment tank during the process of intake water flowing through a float separation tank. This study conducted a lab-scale test and pursued geometrical modeling using computational fluid dynamics(CFD) to establish a pilot scale design. Based on the design parameters found through the above process, a pilot cyclonic-DAF system($10m^3/hr$) for removing algae was created. Upon developing the pilot-scale cyclonic-DAF system, a type of algae coagulant(R-119) was applied as the coagulant to the system for field testing through which the removal rates of chlorophyll-a and cyanobacteria were evaluated. The chlorophyll-a and harmful cyanobacteria of the raw water at region B, the field-test site, were found to be $177.9mg/m^3$ and 652,500cells/mL respectively. Treated waters applied with 60mg/L and 100mg/L of algae coagulant presented removal efficiencies of approximately 95% and 97%, respectively. The cyanobacteria cell number of the treated waters applied with 60mg/L and 100mg/L of algae coagulant both that were equal to or less than 1,000cells/mL and were below attention level criteria for the issuance of algae boundary.

• 한국전산유체공학회지
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• 제21권3호
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• pp.15-23
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• 2016

In the present study, two phase flows around a projectile vertically launched from an underwater platform have been numerically investigated by using a three dimensional multi-phase RANS flow solver based on pseudo-compressibility and a homogeneous mixture model on unstructured meshes. The relative motion between the platform and projectile was described by six degrees of freedom equations of motion with Euler angles and a chimera technique. The propulsive power of the projectile was modeled as the fluid force acting on the lower surface of the body by the compressed air emitted from the underwater platform. Various flow conditions were considered to analyze the fluid-dynamics motion parameters of the projectile. The water level of platform and the current speed around the projectile were the main parametric variables. The numerical calculations were conducted up to 0.75sec in physical time scale. The dynamics tendency of the projectile was almost identical with respect to the water level variation due to the constant buoyancy term. The moving speed of the projectile along the vertical axis inside the platform decreased when the current speed increased. This is because the inflow from outside of the platform impeded development of the compressed air emitted from the floor surface of the launch platform. As a result, the fluid force acting on the lower surface of the projectile decreased, and injection time of the projectile from the platform was delayed.