• 한국해안·해양공학회논문집
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• 제21권1호
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• pp.45-53
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• 2009

RNG $k-{\varepsilon}$ 난류모형이 포함된 3차원 동수역학 수치모형(FLOW-$3D^{(R)}$)을 사용하여 수조 수치실험을 통한 항력계수 산정 가능성을 검토하였다. 물리적 실험으로 항력계수가 알려져 있는 말뚝구조물에 대하여, 사각형 말뚝구조물의 수치해에 의한 항력계수값이 $1.34{\sim}1.52$로 물리적 실험값인 $1.3{\sim}1.5$의 범위와 매우 유사한 결과를 보였다. 원형 말뚝구조물은 0.5$0.75{\sim}0.78$ 정도로서 물리적 실험치와 비교적 잘 일치하였다. 그리고 항력계수값이 알려지지 않은 열을 이룬 말뚝구조물의 경우 항력계수값은 구조물 간의 간섭으로 단일 구조물에 비해 항력계수가 크게 나타났으며, 각 구조물간의 거리비가 작아짐에 따라 구조물이 받는 항력계수값은 증가하는 양상을 보였다.

• 물과 미래
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• 제10권2호
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• pp.91-100
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• 1977

This is an experimental study to raise higher efficiency of filteration than conve ntional filteration by increasing of filteration capacity for per unit area and by extending of filteration lasting time with biflow filter system which was improved from the conventional rapid sand filteration method in the process of water purification treatment. In order to raise more efficient function of filteration and giving consideration to the filter layer at upper and lower parts of the filter, the fine sand & an thracite were used as a filter medium. Although there is some difficulty than previous fine sand in procurement, it could confirm that such filter medium (fine sand & anthracite) was more effective in the field of load, lasting time and back wash, etc. In consideration of practical effect of filteration. The raw water which was used for this experimental study was not coagulated. As a result of this experiment, the filteration volume could increase more than 2 times than that of conventional method. Besides, much more advantages could be obtained for instance, the requirement of installation area was not much and installation cost could economize. On the other hand, the following results were found. The quality of filtered water became worse as time goes by and the turbidity of filtered water was more influenced by raw water turbidity than by rate of filteration. Lasting time of filteration on change of filteration rate in the filter layer reached 2 times in comparison with previous filter basin, and until loss gead reached to 1.0 meter and 1.5 meter, the following relate formulas between lasting time and rate of filteration were formed. ($T_{1.5}=181.96V^{-0.46},\;T_{1.0}=121.31V^{-0.46}$) Even though the lasting time can be shorten in case of the increase of the filteration rate, but the lasting time was prolonged more than 2 times than of previous method. With taking aim at contribution to the development of water treatment technique, we are planning to study continuously for the future study basing on the results in this papers.

• 한국환경농학회지
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• 제19권5호
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• pp.426-432
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• 2000

Field experiment was performed from August 1996 to December 1999 to examine the feasibility of constructed wetland system for sewage treatment in rural areas. A pilot system was installed in Konkuk University and the effluent of septic tank for school building was used as an influent to the wetland treatment basin. The system was composed of sand and reed, and operated continuously including winter time. Average removal rate of about 70% was observed for BOD, COD, and SS, about 50% for T-P, and about 25% for T-N. The reason for poor T-N removal might be due to high loading rate and short retention time. The system demonstrated satisfactory effluent concentration and stable performance in growing season. And it also worked adequately in wintertime even below $10^{\circ}C$ without freezing, and removal was still significant. The amount removed in BOD, COD, and SS was almost the same as in the growing season, and the amount removed in nutrients was about half of the one in growing season. Overall performance of the experimental system was compared with existing data base (NADB, 1994), and it was within the range of general system performance. As study period increased, removal rates for BOD, COD, SS, and T-P were consistently maintained and even enhanced, but removal rate for T-N decreased slightly. Wetland system was thought to be a feasible alternative for sewage treatment in rural area considering its low cost and low maintenance requirement. However, the effluent of the experimental wetland system often exceeded current effluent water quality standards, therefore, further treatment could be required if the effluent should be discharged to public waters. Wetland system of interest locates in rural area and is a part of rural ecosystem, therefore, ultimate disposal of reclaimed sewage for agricultural purpose or subsequent land treatment might be available and further research in this matter is recommended.

• Bulletin of the Korean Chemical Society
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• 제35권6호
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• pp.1713-1719
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• 2014

1FSD is a 28-residue designed protein with a ${\beta}{\beta}{\alpha}$ motif. Since this protein displays most essential features of protein structures in such a small size, this model protein can be an outstanding system for evaluating the balance in the propensity of the secondary structures and the quality of all-atom protein force fields. Particularly, this protein would be difficult to fold to its correct native structure without establishing proper balances between the secondary structure elements in all-atom energy functions. In this work, a series of the recently optimized five amber protein force fields [$ff03^*$, $f99sb^*$-ildn, ff99sb-${\phi}^{\prime}$-ildn, ff99sb-nmr1-ildn, ff99sb-${\Phi}{\Psi}$(G24, CS)-ildn] were investigated for the simulations of 1FSD using a conventional molecular dynamics (MD) and a biased-exchange meta-dynamics (BEMD) methods. Among those tested force fields, we found that ff99sb-nmr1-ildn and ff99sb-${\Phi}{\Psi}$(G24, CS)-ildn are promising in that both force fields can locate the native state of 1FSD with a high accuracy (backbone rmsd ${\leq}1.7{\AA}$) in the global free energy minimum basin with a reasonable energetics conforming to a previous circular dichroism (CD) experiment. Furthermore, both force fields led to a common set of two distinct folding pathways with a heterogeneous nature of the transition state to the folding. We anticipate that these force fields are reasonably well balanced, thereby transferable to many other protein folds.

• 한국해양공학회지
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• 제19권2호
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• pp.67-73
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• 2005

This paper describes depth, heading and speed control of an underwater vehicle that has four stern thrusters of which forces are coupled in the diving and, steering motion, as well as the speed of the vehicle. The optimal linear quadratic controller is designed based on a linearized- state space model, developed by combining the dynamic equations of speed, steering and diving motion. The designed controller gives provides an optimal thrust distribution, minimizing the given performance index to control speed, depth and heading simultaneously. To validate the performance of the controller, a simulation and tank-test are carried out with DUSAUV (Dual Use Semi-Autonomous Underwater Vehicle), developed by KORDI as a test-bed for testing new underwater technologies. Optimal gains of the controller are tuned, using a computer simulation environment with a nonlinear 6-DOF numerical DUSAUV model, developed by PMM (Planner Motion Mechanism) test. To verify the performance of the presented controller in experiment, a tank-test with DUSAUV is carried out in the ocean engineering basin in KORDI. The experimental results are also compared with the simulation results to investigate the accordance of the numerical and the real mode.

• 한국해안·해양공학회논문집
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• 제24권6호
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• pp.400-403
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• 2012

본 연구에서 건물이 밀집되어 있는 해안도시에서의 지진해일 범람에 대한 평면수리모형실험을 수행하였다. 해안도시는 미국 서해안에 위치한 도시인 Seaside를 1/50으로 축소하여 평면수조에 설치하였다. 본 실험에서 범람지역에서의 지진해일의 파고 및 수평속도 측정하였는데, 31개 지점에서 계측하였으며 입사된 지진해일의 파고는 원형 스케일 10 m로 설정하였다. 범람양상과 속도는 건물의 위치 및 배열상태에 따라 크게 다르게 계측되었다. 또한, 도시의 주요 도로를 따라 계측된 지진해일 범람 파고 및 수평속도를 이용하여 모멘텀 플럭스(Momentum flux)를 계산하였다. 모멘텀 플럭스는 해안선에서부터 육지방향으로 파가 진행하면서 감소하는 일반적인 경향을 나타내었다. 범람파고와 모멘텀 플럭스는 도로가 형성된 구역에서 감쇄가 적게 나타났다. 본 연구를 통해 수평 유속이 구조물에 미치는 외력에 중요한 영향을 준다는 것을 알게 되었다.

• 한국응용과학기술학회지
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• 제31권4호
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• pp.669-678
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• 2014

The amount of waste water generated from the domestic sources is consistently increasing in proportion to economic growth, and the conventional activated sludge process is widely being used for general waste water treatment. But the ministry of environment becomes stringthent treatment standards of N and P (less than 20mg/L of N, 2mg/L of P) to prevent the eutrophication of lake water, and therefore highly advanced treatment technology is required not only in the existing treatment plants where the activated sludge process is being used, but also in newly constructed treatment plants for the treatment of N and P. This study is aimed at highly operating the engineering technology method was developed by domestic to eliminate N and P at the same time. Experiments were conducted in the treatment plant located in Yong In city. The bioreactor was started from the principal equipment for the elimination of N and P and the elimination of organic compounds. It consists of an internal recycle piping from the end of the aerobic tank to the anoxic tank and external recycle piping from the final settling basin to the denitrification tank. By experiment of 4 types separate inflow of waste water to the denitrification tank and the anaerobic tank, and changes in staying time at the anoxic tank and the aerobic tank, the elimination of organic compounds in each type and the relationship in the efficiency between the elimination of N and P were researched.

• 한국해양환경ㆍ에너지학회지
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• 제6권3호
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• pp.45-53
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• 2003

본 연구에서는 선저폐수 중에 유화된 상태의 유분이 존재할 경우엔 기존의 유처리 분리장치에 의해 선박의 배출허용기준치를 만족하는데 어려움이 있는 것을 감안하여 기존의 유처리 분리시스템에 전기화학적 처리장치를 추가하는 방안을 검토하고자한다. 이를 위해 실험실 규모의 전기화학적 처리장치를 설계ㆍ제작하여 각종 변수인 수력학적 체류시간, 전류밀도, 양극과 음극간의 간격 등을 변화시키며 유화유 폐수중의 유분 제거성능실험을 실시하였으며, 유화된 선저폐수 중의 유분 제거성능실험을 수행하였다. 본 실험결과 전기화학적 처리장치에 의해 유화유 폐수를 효과적으로 처리할 수 있는 가능성을 확인할 수 있었다.

• 대한조선학회논문집
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• 제34권4호
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• pp.61-71
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• 1997

본 연구에서는 일정속도로 자유수면상을 항주하는 수중익쌍동선의 저항성능을 모형시험 및 수치계산에 의하여 해석하였다. 대상선형은 Wigley선형을 변형한 비대칭형 트랜섬(transom) 선미의 단동체(demihull)를 갖는 수중익쌍동선으로서 전진속도 Fn = 0.2 ~ 1.0의 범위 및 수중익의 입사각도를 $0.0^{\circ}$에서 $3.0^{\circ}$까지 변화시켜 가며 실험과 계산을 수행하였다. 실험은 인하대학교의 선형시험수조에서 수행되었으며, 수치계산은 유한차분법(Finite Difference Method)에 의하여 수행되었다. 모형시험 및 수치계산결과는 포일(foil)을 부착하지 않았을 때의 결과와 비교, 검토되었다. 수치계산결과와 실험결과는 정성적으로 일치함을 보였으며, 포일의 형태와 각도에 따라 항주자세와 저항성능의 변화를 확인하였다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제7권5호
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• pp.873-887
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• 2015

The springing response of a large blunt ship was considered to be influenced by a second order interaction between the incoming irregular wave and the blunt geometry of the forebody of the ship. Little efforts have been made to simulate this complicated fluid-structure interaction phenomenon under irregular waves considering the second order effect; hence, the above mentioned premise still remains unproven. In this paper, efforts were made to quantify the second order effect between the wave and vibrating flexible ship structure by analyzing the experimental data obtained through the model basin test of the scaled-segmented model of a large blunt ship. To achieve this goal, the measured vertical bending moment and the wave elevation time history were analyzed using a higher order spectral analysis technique, where the quadratic interaction between the excitation and response was captured by the cross bispectrum of two randomly oscillating variables. The nonlinear response of the vibrating hull was expressed in terms of a quadratic Volterra series assuming that the wave excitation is Gaussian. The Volterra series was then orthogonalized using Barrett's procedure to remove the interference between the kernels of different orders. Both the linear and quadratic transfer functions of the given system were then derived based on a Fourier transform of the orthogonalized Volterra series. Finally, the response was decomposed into a linear and quadratic part to determine the contribution of the second order effect using the obtained linear and quadratic transfer functions of the system, combined with the given wave spectrum used in the experiment. The contribution of the second order effect on the springing response of the analyzed ship was almost comparable to the linear one in terms of its peak power near the resonance frequency.