• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.17 no.3
• /
• pp.138-148
• /
• 2005

Dynamic response of floating structures such as floating body and floating bridges subject to wave load is to be calculated in frequency domain. Added mass coefficient, damping coefficient and wave exciting force are obtained numerically from frequency domain formulation of linear potential theory and boundary element method for a floating body which is partially submerged into water and subjected to wave force. Next, the equation of motion for the dynamic behavior of a floating structure which is supported by the floating bodies and modeled with finite elements is written in frequency domain. hker a hemisphere is analyzed and compared with the published references as examples of floating bodies, the hydrodynamic coefficients for a pontoon type floating body which supports a floating bridge are determined. The dynamic response of the floating bridge subject to design wave load can be solved using the coefficients obtained for the pontoons and the results are plotted in the frequency domain. It can be seen from the example analysis that although the peak frequency of the incoming wave spectrum is near the natural frequency of the bridge, the response of the bridge is not amplified due to the effect that the peak frequency of wave exciting force is away from the natural frequency of the bridge.

• Water for future
• /
• v.27 no.3
• /
• pp.115-121
• /
• 1994

Cohesie sediment movement in estuarine systems is strongly affected by the phenomena of aggregation and flocculation. Aggregation is the process where primary particles are clustered together in tightly-packed formations; flocculation is the process where aggregates and single particles are bonded together to form large particle groups of very low specific density. The size, shape and strength of the flocculants control the rate of deposition and the processes of pollutant exchange between suspended sediments and ambient water. In estuarine waters, suspended sediments above the lutocline form the mobile suspension zone while below the lutocline they form the stationary suspension zone. Suspended particles in the mobile zone are generally in a dispersed state and the controlling forces are the Brownian motion and the turbulent flow fluctuations. In the stationary suspension zone, the driving force is the gravity. This paper discusses the settling and particle flocculation characteristics under quiescient flow conditions. Particles are entering the study domain randomly. Particles in the mobile suspension zone are simulated by using the Smoluchowski's model. Flocs created in the mobil suspension zone are moving into the stationary suspension zone where viscosity and drag effects are important. Utilizing the concepts of the maximum Feret's diameter and the Minkowski's sausage logic, the fractal dimension of the flocs within the stationary suspension is estimated and then compared with results obtained by other studies.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.36 no.1
• /
• pp.1-10
• /
• 2024

As increasing demands for a floating structure expanded from offshore industry facilities to living facilities, it has emerged that necessity of techniques to reduce motions of a floating structure. This study present a floating structure with porosity on the outer surface of the floater. Under each regular and irregular wave, responses of the floater was investigated in frequency domain. The proposed structure is composed of inner and outer floaters, which are connected to each other and the outer wall is perforated, and the heave and the pitch of floaters with different perforation rates (0~30%) were compared with at both the center and the edge. The results showed that pitch responses can be decreased by increasing of perforation rate of the floater. Comparing with responses of the non-perforated floater, those of the proposed floating structure were reduced to above 10% and 2%, respectively for regular and irregular wave conditions.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.34 no.6
• /
• pp.275-289
• /
• 2022

New businesses such as marine leisure and floating construction have recently flourished on the coast. As a result, consideration is given to a floating structure appropriate for marine environments. In this study, we applied a damping plate to increase the stability of a hybrid floating structure that was expanded by vertical and horizontal stacking of mobile unit modules. In the numerical analysis using ANSYS AQWA, the behavioral characteristics of the floating structure were analyzed according to the length change of the damping plate. However, the wave forces acting on a floating structure are excessively calculated by the resonance of fluid surrounded by the structure in the numerical analysis using potential flow. Therefore, we used the damping zone option of the ANSYS AQWA in the frequency domain analysis.

• Proceedings of the Korean Nuclear Society Conference
• /
• 1998.05b
• /
• pp.929-934
• /
• 1998

KT(KAERI Tokamak) 장치의 언저리 영역에서 삼중정전탐침을 이용하여 플라즈마밀도, 전자온도 및 부유(floating)전압을 측정하였다. 토카막 방전조건에 따라 고정된 위치에서의 측정값들은 시간에 대한 변화를 보였다. 특히 플라즈마 밀도 값 <η$_{e}$>은 약 두 배까지의 시간에 따른 변화 폭을 보였다. 반면에 밀도 섭동량(fluctuation) $\delta$η$_{e}$/<η$_{e}$>은 다른 섭동량과 마찬가지로 거의 일정한 값을 나타냈다. z 방향에 대해 측정한 proafile 결과는 모두 z/a에 따라 감소하였으며, 반면에 섭동량은 증가하는 경향을 나타냈다. 부유전압 및 압력구매에 의하여 발생되는 poloidal 방향의 drift속도를 profile 결과로부터 얻었으며, 언저리 영역에서 섭동량은 이온 diamagnetic 방향으로 최대 + 2 $\times$$10^{5}$ cm/sec의 속도로 이동함을 예상할 수 있었다 섭동량 자체에 의해 유기되는 전기장 \ulcorner(equation omitted) 로부터, 반경방향으로 이동되는 속도는 측정한 부유전압의 섭동량에 대한 z 방향 profile로부터 언저리 영역에서 $\upsilon$$_{r}$가 최대 + 1.2 $\times$ $10^{5}$ cm/sec가 됨을 알 수 있었다. 언저리 영역에서 섭동량이 장치 벽쪽으로 이동하는 정도를 진행 속도 값으로부터 예상할 수 있었다.있었다.

• Proceedings of the Korean Environmental Sciences Society Conference
• /
• 2004.11a
• /
• pp.115-117
• /
• 2004

제주시 지역 대기부유분진의 입경별 조성특성을 살펴보기 위하여 제주시청 별관 옥상에서 다단계 분진 포집기(8-stage non viable cascade impactor)를 사용하여 대기부유분진을 채취하여 분진의 질량농도 및 수용성 이온성분의 입경분포를 조사하였다. 조사결과 제주시 지역의 대기부유분진은 0.9, 5, $9.5{\mu}m$부근에서 peak를 보이는 삼산형분포(tri-modal distribution)를 나타내었고 $Na^+,\;Ca^{2+},\;Mg^{2+}$ 및 $Cl^-$와 같이 주로 해염에 기인하는 이온 성분들은 $2.1{\mu}m$이상의 조대입자 영역에 존재하고 있었으며 주로 $4{\mu}m$와 $9.5{\mu}m$부근에서 peak를 보였다. $NH_4^+,\;K^+,\;SO_4^{2-}$는 $2.1{\mu}m$이하의 미세입자 영역에 존재하고 있으며 $NO_3^-$의 경우는 계절에 따라 약간의 차이가 있긴 하지만 주로 0.9, 4, $9.5{\mu}m$에서 peak를 나타내고 있다.

• Journal of Korea Water Resources Association
• /
• v.44 no.5
• /
• pp.417-427
• /
• 2011

The open-channel flow with submerged vegetation shows distinct features in two separate regions, namely upper and vegetation layers. In the upper layer, the flow is akin to the open-channel flow, while the flow in the vegetation layer is relatively uniform with suppressed turbulence due to vegetation stems. This paper presents laboratory experiments to investigate the characteristics of turbulent flows and suspended sediment transport in open-channel flows with submerged vegetation. An open-channel facility, 0.5 m wide and 12 m long, was used for laboratory experiments. Various discharges were employed with depth ratios of 2~3, and wooden cylinders were used for vegetation. To make equilibrium suspension, sediment particles of median diameter of 75 ${\mu}M$ were fed until capacity condition. Laser Doppler velocimeter was used to measure instantaneous velocity, and direct sampling with vinyl tube was used to measure the concentration of suspended sediment. Using the sampled data, the mean flow and turbulence structures were provided and characteristics of suspended sediment concentration with Rouse number were presented.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.3 no.4
• /
• pp.209-216
• /
• 1991

Characteristics of suspended sediment concentration of equilibrium and non-equilibrium state caused by waves and currents are investigated by conducting a movable bed experiments in wave tanks. In the region where a downward flux of suspended sediment is larger than a upward flux, time-averaged vertical distribution of suspended sediment does not indicate logarithmic distribution. A new numerical procedure for predicting time-averaged suspended sediment concentration is also proposed based on two-dimensional advective diffusion equation by applying a split-operator approach. It is found that the unposed procedure can predict measured distribution of suspended sediment satisfactorily.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.21 no.2
• /
• pp.196-208
• /
• 2009

In this paper, wave responses of buoyant flap-typed storm surge barriers was studied numerically. Wave motions were modeled by using a linear potential wave theory, and behaviors of structures were represented as a Newton's 2nd law of motion. The near field region of the fluid was discretized as conventional quadratic iso-parametric elements, while the far field was modeled as infinite elements. Comparisons with the results from hydraulic model tests show that the present model gives good results. By using the model, the applicability of a buoyant flap-typed storm surge barrier in Masan bay was investigated considering field environmental conditions.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
• /
• 2010.06a
• /
• pp.8-8
• /
• 2010

외부전하를 감지할 수 있는 EEPROM 구조를 기반으로 한 센서를 제안하였다. 부유게이트로부터 확장된 큰 면적의 접촉부위 (CCM)는 외부전하를 고정화하도록 설계되었으며, $0.13{\mu}m$ 단일-다결정 CMOS 공정에 적합한 적층의 금속-절연체-금속 (MIM) 제어케이트구조로 구성되었다. N-채널 EEPROM의 CCW 캐패시터 영역에 양의 전압이 인가되면 제어 게이트의 문턱전압이 음의 방향으로 변화하여 드레인 전류는 증가하는 특성을 보였다. 또한 이미 충전된 외부 캐패시터가 CCW의 부유게이트의 금속영역에 직접 연결되면, 외부 캐패시터로부터 유입된 양의 전하는 n-채널 EEPROM의 드레인 전류를 증가시키지만 반면에 음의 전하는 이를 감소시켰다. 외부 전압과 전하에 의해 PMOS의 특성은 NMOS에 비교하여 반대로 나타남이 확인되었다. EEPROM 인버터의 CCW 영역에 외부전하를 연결하면 인버터의 입-출력 특성이 기준 시료에 비해 외부전하의 극성에 따라 변화하였다. 그러므로, EEPROM 인버터는 외부전하를 감지하여 부유게이트에 고정된 전하의 밀도 크기에 따라 출력을 전압으로 표현할 수 있음을 확인하였다.