• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.147-147
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• 2011

이상기후 및 극한 홍수 발생빈도의 증가 등으로 인해 많은 수공 구조물이 붕괴 위험에 노출되어 있다. 사전 피해 예방 및 경감을 위해 다양한 수공구조물의 붕괴 현상에 대하여 수리실험적 접근방법을 통한 현상이해 및 예상결과 비교 검증이 필요하다. 그 중에서 제방붕괴에 대한 수리실험은 수치모의를 통한 분석의 어려움 때문에 대부분 모형실험을 통해서 이루어지고 있는 실정이다. 본 연구에서는 실제규모의 제방붕괴 선행실험의 측정결과를 활용하여 실험설계에 이용 하였다. 모형은 실험공간의 규모를 고려하여 축척을 1:10 으로하고, 하도내 흐름 안정을 위해 수로의 길이 는 16, 저폭은 $b\geq10h$를 만족하는 하천으로 설계하여 b를 3m로 설정 하였다. Fr수는 0.29로 원형과 동일하게 하고, 그에 따른 유량 ( )는 0.538m/s로 하였다. 실제 모형 제작에서는 현장 실험실의 펌프용량에 따른 가용유량 ($Q__{max}$)의 제약에 따라 수로가 직선이고 좌우가 대칭인 점을 감안하여 폭을 1/2로 절단 하고 유량은 $0.269m^3/s$(Q/2)를 공급하였다. 위와 같이 모형제작을 위한 실험 설계시 현장 여건을 고려하여 모형을 변형할 경우 EIM(Experimental Information Modeling)을 이용한 수리영향에 대한 분석을 통한 설계검증이 필요하다. FLOW-3D를 이용한 3차원 수치모의를 통하여 동일 지점에서의 유속과 수심을 분석하여 흐름양상을 비교 하였으며, 유속과 수심의 측정위치는 그림 1에 도시하였다. 수치모의 결과 측정지점에서의 수위가 하도 바닥을 기준으로 0.25m로 동일할 경우 수로 단면에 대한 유속 분포가 제방을 기준으로 2b/3까지는 유사한 경향을 보였다. 그 결과, $b\geq10h$인 수로에서 제방붕괴를 위한 모형 설계시 하도 폭을 1/2만 만들 경우에도 실험의 신뢰성이 확보된다는 것을 확인하였다.

• Journal of Korean Society for Quality Management
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• v.17 no.1
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• pp.69-81
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• 1989

This study is concerned with a job sequencing method using the concept of sampling technique in the case of Job Shop. This is the follow study of Kang and Ro (1988) which examined the possibility of application of sampling technique to determine the Job Sequence in the case of Flow Shop. Not only it is very difficult, but also it takes too much time to develop the appropriate job schedules that satisfy the complex work conditions. The most job sequencing algorithms have been developed to determine the best or good solution under the special conditions or assumptions. The application areas of these algorithms are also very narrow, so it is very hard to find the appropriate algorithm which satisfy the complex work conditions. In this case it is very desirable to develop a simple job sequencing method which can select the optimal job sequence or near optimal job sequence with a little effort. This study is to examine the effect of sampling job sequencing which can select the good job of 0.01%~5% upper good group. The result shows that there is the sets of 0.05%~23% job sequence group which has the same amount of performance measure with the optimal job sequence in the case of experiment of N/M/G/$F_{max}$. This indicates that the sampling job sequencing method is a useful job sequencing method to find the optimal or good job sequence with consuming a small amount of time. The results of ANOVA show that the only one factor, number of machines is the significant factor for determining the job sequence at ${\alpha}=0.01$. It takes about 10 minutes to compare the number of 10,000 samples of job sequence by personal computer and it is proved that the selection rate of the same job sequence with optimal job sequence is 23.0%, 3.9% and 0.065% in the case of 2 machines, 3 machines and 4 machines, respectively. The area of application can readily be extended to the other work condition.

• Journal of Biosystems Engineering
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• v.42 no.4
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• pp.251-257
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• 2017

Purpose: A chisel mounted on working implement, such as agricultural machinery used in irregular farming conditions, is subjected to highly variable fatigue loading during work. To ensure the safety of the chisel on a working implement for the duration of its service life, fatigue testing must be performed with the proper fatigue test load conditions. In this study, working loads for a chisel were developed by reconstructing loads from strain gage data collected during field tests and used to conduct fatigue tests on the chisel component. Methods: FE analysis with nCode software was utilized to select the proper quantity and locations of strain gages for load measurements. A fatigue test was performed to experimentally verify the fatigue strength of the chisel and to evaluate the validity of the load history developed with the load reconstruction technique. Results: A strain history for the chisel was obtained from data collected during field tests. The data was filtered for the 14-16 km/h speed range, connected, and merged. The chisel load history was developed using the load reconstruction technique. The resulting load history was expressed as a load spectrum using the rain-flow counting method. Conclusions: A fatigue test was conducted on a chisel under a constant load condition with an equivalent load amplitude and number of cycles, as calculated by Miner's Rule for linear damage accumulation. During the fatigue test, there were no cracks at any position. It is concluded that the fatigue test method proposed in this study can be utilized successfully as a durability evaluation method for the chisel.

• International Journal of Aeronautical and Space Sciences
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• v.16 no.4
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• pp.493-499
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• 2015

The aerodynamic performance of blunt trailing edge airfoils was investigated. The flow fields around the modified NACA64-418, which consists of the tip blade of the wind turbine and Mexico model of IEA wind, were analyzed. To imitate the repaired airfoil, the original NACA64-418 airfoil, a cambered airfoil, is modified by the adding thickness method, which is accomplished by adding the thickness symmetrically to both sides of the camber line. The thickness ratio of the blunt trailing edge of the modified airfoil, $t_{TE}/t_{max}$, is newly defined to analyze the effects of the blunt trailing edge. The shape functions describing the upper and lower surfaces of the modified NACA64-418 with blunt trailing edge are obtained from the curve fitting of the least square method. To verify the accuracy of the present numerical analysis, the results are first compared with the experimental data of NACA64-418 with high Reynolds number, $Re=6{\times}10^6$, measured in the Langley low-turbulence pressure tunnel. Then, the aerodynamic performance of the modified NACA64-418 is analyzed. The numerical results show that the drag increases, but the lift increases insignificantly, as the trailing edge of the airfoil is thickened. Re-circulation bubbles also develop and increase gradually in size as the thickness ratio of the trailing edge is increased. These re-circulations result in an increase in the drag of the airfoil. The pressure distributions around the modified NACA64-418 are similar, regardless of the thickness ratio of the blunt trailing edge.

• Archives of Pharmacal Research
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• v.26 no.1
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• pp.89-94
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• 2003

In vivo clearance of BMS-182874 was primarily due to metabolism via stepwise N-demethylation. Despite in vivo clearance approached ca 50％ of the total liver plasma flow, BMS-182874 was completely bioavailable after oral administration in rats. Saturable first-pass metabolism and the role of extrahepatic tissue were evaluated as possible reasons for complete oral bioavailability despite extensive metabolic clearance. Pharmacokinetic parameters were obtained after an intravenous and a range of oral doses of BMS-182874 in rats. Bile and urine were collected from bile-duct cannulated (BDC) rats and the in vivo metabolic pathways of BMS-182874 were evaluated. Pharmacokinetics of BMS-182874 were also compared in nephrectomized (renally impaired) vs. sham-operated control rats. Oral bioavailability of BMS-182874 averaged 100％, indicating that BMS-182874 was completely absorbed and the first-pass metabolism (liver or intestine) was negligible. The AUC and C/sub max/ values increased dose-proportionally, indicating kinetics were linear within the oral dose range of 13 to 290 mmole/kg. After intravenous administration of BMS-182874 to BDC rats, about 2％ of intact BMS-182874 was recovered in excreta, indicating that BMS-182874 was cleared primarily via metabolism in vivo. The major metabolite circulating in plasma was the mono-N-desmethyl metabolite and the major metabolite recovered in excreta was the di-N-desmethyl metabolite. In vivo clearance of BMS-182874 was significantly reduced in nephrectomized rats. These observations suggest saturable first-pass metabolism is unlikely to be a mechanism for complete oral bioavailability of BMS-182874. Reduced clearance observed in the nephrectomized rats suggests that extrahepatic tissues (e.g., kidneys) may play an important role in the in vivo clearance of xenobiotics that are metabolized via N-demethylation.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.1696-1700
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• 2010

현재 국내에서 적용하고 있는 관내 최대유속기준 3.0m/s의 타당성을 평가하고자 SWMM 모형을 이용하여 최대유속 적용기준에 대한 우수관거 수리분석 연구를 수행하였다. 강우시 모니터링 지점의 우수유입에 따른 관내 실측결과와 검 보정을 통하여 모형을 구축하였으며, 설계빈도(10년 빈도) 홍수 유입시 관내 수리특성을 분석하였다. 관 최적 설계안 수립을 위한 관거 모델링 수행을 통해 관 경사, 조도계수 변화에 따른 관내 최대유속 민감도 분석을 수행하고 최대유속 기준 변화에 따른 최적설계안을 제시하였다. 일반적으로 우수관거 수리계산시 실무에서는 MAKESW 프로그램을 사용하고 있다. 본 연구에서는 MAKESW가 반영하지 못하는 호우시 관거내 유속, 유량변화 시계열을 SWMM 모형을 통하여 우수관거 수리분석을 수행하였다. 실제 사업지구의 경우 MAKESW를 이용하여 설계된 관내 최대유속이 3.0m/s 이하 일지라도 월류, 압력류, 배수영향을 종합적으로 고려하는 SWMM 모형의 수행결과는 일부 관거에서 설계기준 이상의 유속이 발생하는 것으로 나타났다. 설계빈도 홍수량 유입시 관 경사, 조도계수 변화에 따른 관거 내 최대유속 민감도 분석을 수행한 결과, 관 경사가 5‰ 증가할 때 관내 최대유속은 약 4~26% 증가했으며, 관경사가 완만한 경우 관 경사 증가에 따른 최고유속의 증가 민감도는 더 커졌다. 관 조도계수에 따른 최고유속 분석결과 관 조도계수가 0.005 커질 때 최고유속은 약 30% 증가하는 것으로 분석되었다. 현재 국내의 최대 유속기준을 준수하려면 규정보다 훨씬 많은 맨홀 또는 암거의 낙차공을 설치해야 하기 때문에 공사비 증대를 초래할 수 있다. 아직 기본적인 연구단계지만 본 연구결과와 보완연구를 통하여 최적의 관내 최대유속 기준조건을 우수관거 설계계획에 반영한다면 공사비 절감, 공기단축 등의 효과가 있을 것으로 판단된다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2018.05a
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• pp.228-229
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• 2018

To deal with the increasing volume of the vessel's cargo in the container flow and the enlargement trend of the vessels, Pusan port is making efforts from various perspectives such as the creation of global infrastructure and the promotion and development of new wharves. If Pusan port can provide and prepare the eligible infrastructures for future berthing of larger vessels. It will be able to operate with vessels larger than 20,000TEU, and it will also be able to grow into one of the main port of the Mega max era.. However, when large vessels dock, many berths, equipment, working time and labors are required. As a result, the problem of delaying time of other consecutive vessels will inevitably arise. In response to this, we analyze the impact and effect of the birthing of a large vessel on other congestion vessels at a container terminal.

• Journal of Biosystems Engineering
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• v.20 no.1
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• pp.47-57
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• 1995

Rice Processing Complex(RPC) have being constructed with a rice mill plant and a facility of drying and storage to overcome problems caused by UR and to produce good quality of rice. An optimal design of a rice mill plant was required to successfully construct and operate it. The development of a simulation model was essential to the design of a rice mill plant. So, all the objectives of this study were to develop a simulation model for the design of a rice mill plant and to develop and evaluate the rice mill system. In this study the simulation model was developed to design a rice mill plant using SLAMSYSTEM, one of simulation languages. The results of this study were as followings. 1. A simulation model was developed with SLAMSYSTEM to represent the processes of a rice mill plant. The simulation model was used to design a rice mill pilot plant with the capacity of 0.5 ton per hour. The rice mill pilot plant was analyzed by the model with alternatives. 2. In the simulation the rice mill system was much influenced by the separating efficiency of a brown rice separator. Especially, the bottleneck of grain flow occurred at the buffer tank for brown rica. separator under 50% separating efficiency of brown rice separator. Hence, as the alternative simulation was conducted under 60% , 70% separating efficiency of brown rice separator, the bottleneck of the system could be minimized at the 60% separating efficiency of brown rice separator. 3. In the alternative simulation the bottleneck of the system was minimized under the hulling capacity of 1 t/h and 60% separating efficiency of brown rice separator with the capacity of 1 t/h. Under such a condition the max. weight of waiting entities at buffer tanks was less 250kg. So, the capacities of the buffer tanks were determined in the basis of simulation results. 4. The milled rice recovery and head rice recovery of the milling system were 74% and 92% in the simulation, respectively. These results of simulation almost corresponded to those of actual rice mill plants. The developed simulation model could be well applied to design a rice mill plant.

• Archives of Pharmacal Research
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• v.29 no.4
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• pp.339-342
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• 2006

A simple high performance liquid chromatographic (HPLC) method was developed for the determination of tolperisone in human plasma. Tolperisone and internal standard (chlorphenesin) were isolated from 1 mL of plasma using 8 mL of dichlormethane. The organic phase was collected and evaporated under nitrogen gas. The residue was then reconstituted with 300 mL aliquot of mobile phase and a 100 mL aliquot was injected onto the $C_{18}$ reverse-phased column. The mobile phase, $45\%$ methanol containing $1\%$ glacial acetic acid and $0.05\%$ 1-hexanesulfonic acid was run at a flow rate of 1 mL/min. The column effluent was monitored using UV detector at 260 nm. The retention times for tolperisone and the internal standard were approximately 7.1 and 8.4 min, respectively. The standard curve was linear with minimal intra-day and inter-day variability. The quantification limit of tolperisone in human plasma was 10 ng/ mL. The proposed method has been applied to the determination of pharmacokinetic profile of tolperisone in Koreans. The T max of tolperisone in Koreans $(0.94{\pm}0.42\;h)$ was not significantly differ from that reported in Europeans (0.5-1 h), but the mean half-life in Koreans $(1.14{\pm}0.27\;h)$ was shorter than that in Europeans $(2.56{\pm}0.2\;h)$. The proposed HPLC method is simple, accurate, reproducible and suitable for pharmacokinetic study of tolperisone.

• Geomechanics and Engineering
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• v.31 no.5
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• pp.461-476
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• 2022

Research studies on the scale effect on triaxial strength of intact rocks are scarce, being more common those in uniaxial strength. In this paper, the authors present and briefly interpret the peak and residual strength trends on a series of triaxial tests on different size specimens (30 mm to 84 mm diameter) of an intact granitic rock at confinements ranging from 0 to 15 MPa. Peak strength tends to grow from smaller to standard-size samples (54 mm) and then diminishes for larger values at low confinement. However, a slight change in strength is observed at higher confinements. Residual strength is observed to be much less size-dependent. Additionally, this study introduces preliminary modelling approaches of these laboratory observations with the help of three-dimensional particle flow code (PFC3D) simulations based on bonded particle models (BPM). Based on previous studies, two modelling approaches have been followed. In the first one, the maximum and minimum particle diameter (D_max and D_min) are kept constant irrespective of the sample size, whereas in the second one, the resolution (number of particles within the sample or ϕ_v) was kept constant. Neither of these approaches properly represent the observations in actual laboratory tests, even if both of them show some interesting capabilities reported in this document. Eventually, some suggestions are provided to proceed towards improving modelling approaches to represent observed scale effects.