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서용석,강성규,신현동,Seo, Yong Seog,Kang, Sung Kyu,Shin, Hyun Dong 대한기계학회 1998 大韓機械學會論文集B Vol.22 No.12
The aim of this paper is to investigate combustion characteristics of lean premixed mixture stabilized by catalytic surface reaction. The catalytic combustor consisted of a catalyst bed and a thermal combustor. The catalyst bed was made of two stage, Pd catalyst in the first stage and Pt catalyst in the second stage. Auto ignition of lean mixture took place in the thermal combustor. Ignition temperature was about $810{\sim}820^{\circ}C$ at the fuel-air ratio of 1.5~3.0 % and the mixture velocity of 11~18m/sec. The position of flame front in the thermal combustor moved toward back as preheat temperature increased and fuel-air ratio decreased. The f1ame supported by surface reaction was stabilized without any flame stabilizers. NOx emissions from the catalytic combustor were below 2.0 ppm ($O_2$ 15 %) when gas temperature was limited below $1350^{\circ}C$. This result demonstrates that NOx emission from the catalytic combustor is much low comparing with conventional combustors.
서용석,박병식,강성규,Seo,Yong-Seok,Park, Byeong-Sik,Gang, Seong-Gyu 대한기계학회 1997 大韓機械學會論文集B Vol.21 No.6
A catalytic burner was studied which can be used as a heater operated in medium temperature. Noble metal catalysts (Pd/NiO) were used, which were supported on alumina wash coated honeycomb. The maximum heat-resisting temperature of the catalyst is about 900.deg. C. Combustion efficiency of the catalytic burner reached more than 99.5 % at the excess air ratio above 1.25.NOx emissions were lower than 1.0 ppm at all operation conditions. The operation condition for a stable catalytic combustion was obtained. It was dependent on the catalyst thickness. The 30 mm thick catalyst showed the widest stable catalytic combustion region. Stable catalytic combustion region of 30 mm thick catalyst was the operation condition of excess air ratio 1.25 - 1.75 and heat flux 7 - 14 kcal/h center dot cm$^{2}$.
LPG-톨루엔 겸용 저온 촉매버너의 연소특성에 관한 실험적 연구
서용석,류인수,강성규,신현동,Seo, Yong Seog,Ryu, Ihn Soo,Kang, Sung Kyu,Shin, Hyun Dong 대한기계학회 1998 大韓機械學會論文集B Vol.22 No.11
The aim of this study is to investigate the characteristics of the catalytic burner to bum LPG and toluene alternately which can be applied to the dryer of an acryl coating process of textile. It was difficult to obtain complete conversion when the catalytic burner was installed to downward direction. The catalytic burner was improved by introducing the forced diffusion combustion air and the premixing air. The optimal operating conditions for the newly improved catalytic burner were obtained. The catalytic burner for toluene mixture was also investigated to incinerate toluene mixture exhausted from drying process. Results showed that the catalytic burner could oxidize toluene mixture completely at the proper operating conditions. Finally, the catalytic burner to bum LPG and toluene alternately was applied to the dryer of acryl coating. By using the catalytic burner, benefits of energy savings and environmental protection were obtained.
서용석 ( Yong Seok Seo ),이경미 ( Kyoung Mi Lee ),김광염 ( Kwang Yeom Kim ) 대한지질공학회 2011 지질공학 Vol.21 No.1
화강암과 안산암질 암맥이 공존하고 있는 붕괴사면을 대상으로 지질에 의한 전단강도의 차이를 반영한 3차원 사면안정해석을 수행하였다. 지질이 서로 다른 두 종류의 파괴면에 대한 전단강도를 파악하기 위하여 흙-암 경계면 직접전단시험을 수행하였고, 또한 상부 풍화토층에 대한 실내토질시험을 실시하였다. 시험결과 풍화토층에 비하여 흙-암 경계면의 전단강도가 낮게 나타났다. 사면내 지질분포의 차이가 안정성해석 결과에 영향을 주는 것을 알아보기 위하여 한계평형법을 이용한 2차원사면안정성 해석을 대표단면에서 실시하였으며, 사면내 분포지질에 따라 입력치를 다르게 할 수 있는 3차원사면안정성해석을 실시하여 2차원안정성해석과 그 결과를 비교하였다. 해석결과에 의하면 안전율이 건기시 0.92와 포화시 0.32로 모두 불안정하게 나타난 2차원해석결과와는 달리 3차원해석결과에서는 건기시에 안전율이 1.26, 포화시에 0.55로 나타났다. 이러한 결과는 사면내 지질분포를 고려할 경우 안정성 해석의 결과가 달라질 수 있음을 보여주고 있으며, 우기 직후 붕괴가 일어났던 점을 고려하면 3차원해석결과가 보다 현실적인 것으로 판단된다. Three-dimensional slope stability analysis was applied to a failed dual-lithology slope containing both granite and an andesitic dyke, taking account of the differences in shear strength of the different lithologies. A direct shear test of the soil-rock boundary was performed to examine the shear strength of two different types of failure surfaces within different lithologies, and a laboratory test was performed on an upper, weathered soil layer. The test results indicate that shear strength was lower at the soil-rock boundary than within the weathered soil layer. A representative geological section was subjected to two-dimensional slope stability analysis using a limit equilibrium method to assess whether the distribution of lithologies upon the slope influences the results of stability analysis. The results were then compared with those of three-dimensional slope stability analysis, for which input parameters can be varied according to the distribution of lithologies upon the slope. The three-dimensional analysis yielded safety factors of 1.26 under dry conditions and 0.55 under wet conditions, whereas the two-dimensional analysis yielded unstable safety factors of 0.92 and 0.32, respectively. These findings show that the results of stability analysis are affected by the distribution of different lithologies upon the slope. Given that the studied slope collapsed immediately after rainfall, it is likely that the results of the three-dimensional analysis are more reliable.
퇴적암 기반 터널에서의 지질인자별 변위 영향도를 고려한 RMR 수정 제안
서용석 ( Yong Seok Seo ),임성빈 ( Sung Bin Yim ),나종화 ( Jong Hwa Na ),박시현 ( Si Hyun Park ) 대한지질공학회 2008 지질공학 Vol.18 No.2
보강효과 및 계측조건의 영향이 배제된 무보강 상태의 전변위는 터널 굴착에 따른 암반 거동의 정량적 지표가 될 수 있으며, 이러한 변위는 지질학적 특성에 의존한다. 본 연구는 암반 상태별로 굴착에 따른 암반의 거동 특성을 잘 반영할 수 있는 암반 평가법의 제안을 목적으로 한다. 이를 위해 퇴적암을 기반으로 하는 터널을 대상으로 형상, 굴진장 및 굴착 조건 등이 고려된 3차원 수치해석을 수행하였으며, 이를 통해 암반 상태에 따른 무보강 상태의 전변위를 산정하였다. 그리고 산정된 전변위를 외적기준으로 하고, 각 RMR 인자들을 설명변수로 하는 수량화분석을 수행하였다. 그 결과 각 RMR 인자의 변위 영향도를 결정하였으며, 최종적으로 수정된 RMR 배점 체계를 제안하였다. Total displacement under non-reinforcement is a quantitative index of rock mass behavior during tunnel excavation and depends widely upon geological characteristics. The primary purpose of this study is to suggest a rock mass evaluation method, well representing tunnel behavior during excavation, according to rock type. A 3-D numerical analysis was carried out, with consideration of the shape of tunnel section, excavation condition and so forth, in a sedimentary rock-based tunnel, and total displacements under non-reinforcement according to rock mass class were calculated. Finally, quantification analysis was carried out to assess correlation of the total displacement with RMR parameters. As the result, a modified RMR system for quantification of rock mass behavior during tunnel excavation is suggested.