• 한국해양환경ㆍ에너지학회지
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• 제19권4호
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• pp.286-296
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• 2016

해양 CCS는 화력발전소에서 배출되는 $CO_2$를 포집하여 해양 지중의 대수층이나, 고갈 유가스전까지 수송하여 저장하는 기술이다. 시간 경과에 따라 지중 저장소로 주입 및 저장되는 $CO_2$의 누적 양이 증가하며, 이는 저류층 압력의 상승을 동반한다. 저류층 압력의 상승은 수송 및 주입 시스템의 운전조건 변화를 유발한다. 따라서 초기 설계단계에서 이러한 사업시간의 경과에 따른 운전조건 변화를 반영한 분석이 요구된다. 본 연구에서는 국내 동해 대륙붕에 위치한 가스전을 $CO_2$ 저장소로 활용할 경우 시간 경과에 따른 해양 수송 및 주입 시스템 내 $CO_2$ 거동을 수치해석적 방법을 이용하여 분석하였다. 전체 시스템을 해저 파이프라인, 라이저, 탑사이드, 주입정으로 구성하고, 이를 OLGA 2014.1을 이용하여 모델링 및 해석하였다. 약 10년의 주입 운전기간동안 해저 파이프라인, 라이저, 탑사이드, 주입정에서의 $CO_2$ 압력과 온도, 상거동의 변화를 분석하였다. 이를 통해 해저 파이프라인 입구 압축기, 탑사이드 열교환기 및 주입정 정두 제어 등의 설계 방안을 제시하였다.

• 에너지공학
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• 제12권4호
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• pp.289-301
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• 2003

매체순환식 가스연소기의 개발을 위해 산화반응기와 환원반응기가 연계된 2탑 가압순환유동층 조건의 50kWth 매체순환식 가스연소기에 대해 물질수지와 에너지수지를 통한 개념설계를 수행하였다. 매체순환식 가스연소기의 물질수지를 통해 산화반응기는 상승관 형태의 고속유동층 조건으로, 환원반응기는 기포유동층 조건으로 반응기 형태를 결정하였다. 물질수지와 에너지수지에 의해 계산된 층내 고체량, 고체순환량 및 반응기 크기는 장치제작 및 실제조업에 적당한 범위의 값을 나타내었으며 산소공여입자의 반응속도는 만족할 만한 수준에 도달하는 것으로 확인되었다. 본 연구의 개념설계 결과에 의하면 매체순환식 가스연소기의 조업조건은 상용 순환유동층의 조업조건과 유사하였으며 실제공정에 적용하기에 무리가 없는 것으로 사료되었다. 본 연구에서 개발된 설계 tool을 이용하여 시스템의 용량, 조업압력, 산소공여입자 중의금속산화물의 함량, 수증기 주입량, 기체유속 및 고체층 높이 등의 변화에 따른 설계 값의 변화를 해석하였으며 이를 통해 조업조건 변화에 따른 시스템의 성능변화를 예측할 수 있었다.

• Nuclear Engineering and Technology
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• 제31권6호
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• pp.572-585
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• 1999

The characteristics of two-phase flow instability in a vertical boiling channel connecting with an unheated riser are investigated through the linear stability analysis model. Various two-phase flow models, including thermal non-equilibrium effects, are taken into account for establishing a physical model in the time domain. A classical approach to the frequency response method is adopted for the stability analysis by employing the D-partition method. The adequacy of the linear model is verified by evaluating experimental data at high quality conditions. It reveals that the flow-pattern-dependent drift velocity model enhances the prediction accuracy while the homogeneous equilibrium model shows the most conservative predictions. The characteristics of density wave oscillations under low-power and low-quality conditions are investigated by devising a simple model which accounts for the gravitational and frictional pressure losses along the channel. The necessary conditions for the occurrences of type-I instability and flow excursion are deduced from the one-dimensional D-partition analysis. The parametric effects of some design variables on low quality oscillations are also investigated.

• Ocean Systems Engineering
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• 제11권4호
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• pp.313-330
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• 2021

In this study, the dynamic interaction between an Arctic Spar and drifting level ice is examined in time domain using the newly developed ice-hull-mooring coupled dynamics program. The in-house program, CHARM3D, which is the hull-riser-mooring coupled dynamic simulator is extended by coupling with the open-source discrete element method (DEM) simulator, LIGGGHTS. In the LIGGGHTS module, the parallel-bonding method is implemented to model the level ice using an assembly of multiple bonded spherical particles. As a case study, a spread-moored Artic Spar platform, whose hull surface near waterline is the inverted conical shape, is chosen. To determine the breaking-related DEM parameter (the critical bonding strength), the four-point numerical bending test is used. A series of numerical simulations is systematically performed under the various ice conditions including ice drift velocity, flexural strength, and thickness. Then, the effects of these parameters on the ice force, platform motions, and mooring tensions are discussed. The simulations reveal various features of dynamic interactions between the drifting ice and moored platform for various ice conditions including the novel synchronous resonance at low ice speed. The newly developed simulator is promising and can repeatedly be used for the future design and analysis including ice-floater-mooring coupled dynamics.

• Ocean Systems Engineering
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• 제8권4호
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• pp.427-439
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• 2018

Floating Production Storage and Offloading (FPSO) units have the advantages of their ability to provide storage and offloading capabilities which are not available in other types of floating production systems. In addition, FPSOs also provide a large deck area and substantial topsides payload capacity. They are in use in a variety of water depths and environments around the world. It is a good solution for offshore oil and gas development in fields where there is lack of an export pipeline system to shore. However due to their inherently high motions in waves, they are limited in the types of risers they can host. The Low Motion FPSO (LM-FPSO) is a novel design that is developed to maintain the advantages of the conventional FPSOs while offering significantly lower motion responses. The LM-FPSO design generally consists of a box-shape hull with large storage capacity, a free-hanging solid ballast tank (SBT) located certain distance below the hull keel, a few groups of tendons arranged to connect the SBT to the hull, a mooring system for station keeping, and a riser system. The addition of SBT to the floater results in a significant increase in heave, roll and pitch natural periods, mainly through the mass and added mass of the SBT, which significantly reduces motions in the wave frequency range. Model tests were performed at the Korea Research Institute of Ships & Ocean Engineering (KRISO) in the fall of 2016. An analytical model of the basin model (MOM) was created in Orcaflex and calibrated against the basin-model. Good agreement is achieved between global performance results from MOM's predictions and basin model measurements. The model test measurements have further verified the superior motion response of LM-FPSO. In this paper, numerical results are presented to demonstrate the comparison and correlation of the MOM results with model test measurements. The verification of the superior motion response through model test measurements is also presented in this paper.

• 한국대기환경학회지
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• 제24권4호
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• pp.415-422
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• 2008

This study was carried out to investigate the effect of operating and design conditions of gas dispersion type of absorber on $SO_2$ removal efficiency. pH difference between upper and lower part of gas dispersing plate of absorber was 0.2, which was relatively low. This was supposed that recirculation capacity of absorbing liquid between froth zone and reaction zone of absorber be increased by oxidation air injection through liquid riser which acted as liquid pump. Test results showed that $SO_2$ removal efficiency was more sensitive than absorber ${\Delta}P$. High $SO_2$ removal even at lower pH resulted from very low concentration of $HSO_3^-$ ion in absorbing liquid because of direct supply of dissolved oxygen into froth zone. 96% of $SO_2$ removal efficiency was obtained under the condition of absorber pH 5.2, flue gas flow rate of $1,530\;Nm^3/hr$, inlet $SO_2$ concentration of 800 ppm, absorber ${\Delta}P$ of 250mmAq. The following equation by a multiple linear regression was obtained to describe the relationship between $SO_2$ removal and operating variables. $$f=1-{\exp}(-1.3939+1.060pH+0.0139{\Delta}P-0.00267G-0.000064SO_2Conc.),\;R^2=0.9719$$

• 한국음향학회지
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• 제37권5호
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• pp.356-362
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• 2018

장방형 평면의 한쪽 끝에 자리잡아 벽체와 천장 등의 1차 혹은 2차반사음을 많이 확보할 수 있는 슈박스 콘서트홀의 무대와는 달리, 객석으로 둘러싸인 무대의 빈야드 콘서트홀은 무대 위의 연주자들이 자신이나 다른 연주자들의 연주음 크기나 화음을 모니터링 할 수 있는 초기반사음이 절대 부족하다. 무대 주변벽에서의 반사음을 기대할 수 있지만 무대라이저와 그 위의 연주자들에 의해 상당부분 가려지기 때문에 그 효과는 극히 제한적이다. 무대반사판(ensemble reflector)은 무대의 상부에 설치하여 연주자들의 모니터링을 가능하게 함으로써 연주음의 앙상블을 향상시키는 데 기여할 수 있는 효과적인 수단이다. 2,000여석 규모의 커다란, 따라서 높은 천장으로 인해 유효한 초기 천장반사음을 확보하기 힘든 대형 빈야드 콘서트홀에서 적절한 위치와 형태와 면적을 갖는 효율적인 무대반사판을 설계하고 무대서포트에 관한 정량적 지표를 토대로 그 효과를 검증하였다.

• 대한건축학회논문집:계획계
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• 제35권3호
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• pp.59-66
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• 2019

In recent years, urban regeneration is focused on smart and pedestrian oriented development utilizing various mobility technology. The characteristics of walkways needs to reflect such development orientations. This research is the first step to find an adequate slope for ramp replacing stairs and shared by pedestrians, personal mobilities and powered wheelchairs. It aims to check if ramps on a recommended degree of angle by general guidelines are more preferred than stairs and find out what make difference of such preferences. Two surveys were conducted at $9^{\circ}$ and $9.6^{\circ}$ ramps coexisted with stairs at sequential and parallel location. The study on the survey result found that the general evaluation of $9^{\circ}$ ramp was better than $9.6^{\circ}$ ramp but $9^{\circ}$ ramp was not preferred than stairs while $9.6^{\circ}$ ramps was preferred. The difference of preferences was related to characteristics of stairs. The stair with shorter tread and riser next to $9^{\circ}$ ramp was evaluated much better than stairs next to $9.6^{\circ}$ ramp. Therefore the research concludes that $10.0^{\circ}$ which many guidelines recommend for the maximum slop of a ramp was not adequate for a ramp to replace stairs as a preferred means of vertical circulation. In addition the research found that the preference was sensitive to moving direction and gender especially in regards to comfort of stairs and safety of ramp. Most pedestrians chose a means of vertical circulation based on its comfort but pedestrian's evaluation of safety was most different based on moving direction.

• 대한조선학회논문집
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• 제60권5호
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• pp.375-387
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• 2023

The subsea power cables are increasingly important for harvesting renewable energies as we develop offshore wind farms located at a long distance from shore. Particularly, the continuous flexural motion of inter-array dynamic power cable of floating offshore wind turbine causes tremendous fatigue damages on the cable. As the subsea power cable consists of the helical structures with various components unlike a mooring line and a steel pipe riser, the fatigue analysis of the cables should be performed using special procedures that consider stick/slip phenomenon. This phenomenon occurs between inner helically wound components when they are tensioned or compressed by environmental loads and the floater motions. In particular, Vortex-induced vibration (VIV) can be generated by currents and have significant impacts on the fatigue life of the cable. In this study, the procedure for VIV fatigue analysis of the dynamic power cable has been established. Additionally, the respective roles of programs employed and required inputs and outputs are explained in detail. Demonstrations of case studies are provided under severely sheared currents to investigate the influences on amplitude variations of dynamic power cables caused by the excitation of high mode numbers. Finally, sensitivity studies have been performed to compare dynamic cable design parameters, specifically, structural damping ratio, higher order harmonics, and lift coefficients tables. In the future, one of the fundamental assumptions to assess the VIV response will be examined in detail, namely a narrow-banded Gaussian process derived from the VIV amplitudes. Although this approach is consistent with current industry standards, the level of consistency and the potential errors between the Gaussian process and the fatigue damage generated from deterministic time-domain results are to be confirmed to verify VIV fatigue analysis procedure for slender marine structures.