• Nuclear Engineering and Technology
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• v.55 no.8
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• pp.2941-2951
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• 2023

The optimal minimum ECCD power is evaluated numerically for completely suppressing the 3/2 and 2/1 NTMs in the CFETR hybrid scenario. For two typical frequencies of ECCD sources launching from two upper launcher (UL) ports, f_ec = 210 GHz and 240 GHz with O1-mode, UL₁: (R_i, Z_i) = (8.47, 5.7) m and UL₂: (R_i, Z_i) = (8.2, 4.5) m, higher frequency of ECCD source launching from the UL₂ port is better than that low frequency counterpart from the UL₁ port. Using 240 GHz ECCD source launching from the UL₂ port, the minimum power required to fully suppress the two NTMs with precise ECCD alignment is 12.4 MW and 16.7 MW, respectively. When good alignment cannot be achieved, the results suggest that the misalignment should not exceed 0.02α, preferably 0.015α, corresponding to 4.4 cm and 3.3 cm. Considering engineering difficulty of high-frequency gyrotron sources, the optimal minimum ECCD power with the 210 GHz source launching from the UL₂ port is 17.9 MW and 20.6 MW for completely suppressing the 3/2 and 2/1 NTMs, respectively. In view of this, it is a good choice to select the 210 GHz ECCD source launching from the UL₂ port in the short and medium term.

• Journal of Urban Science
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• v.11 no.2
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• pp.25-30
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• 2022

Resin Transfer Molding FRP (RTM FRP) is a fiber reinforced polymeric plastic which is manufactured by applying pressure to fibers, injecting resin into a mold, and then impregnating it. RTM FRP is a new construction material suitable for producing non-continuum structural elements such as sole plate because it has excellent strength and can produce many members in a short time. In this study, experiments were conducted to estimate the capacity of the bolted connection of RTM FRP. First, a tensile test was conducted to confirm the mechanical properties such as the tensile strength of the RTM FRP to be used for the bolted connection experiments. In addition, experiments were conducted on the bolted connection with the thickness of the RTM FRP and the edge distance of the bolt as variables. In the first experiment, F4.8 bolts were used, and shear failure of the bolt occurred before the RTM FRPs were failed. The F4.8 bolt is a general structural bolts used for the sole plate of a bridge bearing, and it was confirmed that the RTM FRP has a higher bold bearing strength than the shear strength of a F4.8 bolt. In the second experiment, G12.9 bolts were used, and shear failure of the bolt and bearing failure of the RTM FRP occurred simultaneously. In addition, as the thickness of the RTM FRP and the edge length of the bolt increased, the strength of the joint increased. When analogized with the bearing fracture equation of steel plate, the bolted connection of RTM FRP showed a bearing strength coefficient of 0.420 to 0.549 compared to the tensile strength, and it is considered that further research is needed.

• Journal of the Korean Geotechnical Society
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• v.24 no.11
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• pp.91-100
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• 2008

This study proposes the equations evaluating the shear strength of cemented sand by analytical interpretation based on Mohr-Coulomb failure criteria, and verifies them using the results of triaxial and unconfined compression tests. The internal friction angle of cemented sand is identical to that of uncemented one regardless of the stress level, while the cohesion intercept of cemented sand is constant before the breakage of cementation bonds. Therefore, the shear strength of cemented sand can be represented as a summation of the shear strength of uncemented sand and the unconfined compressive strength of cemented sand. In addition, the cohesion intercept of cemented specimen can be expressed as a function of unconfined compressive strength and friction angle. In the transition zone, assuming a constant shear strength, the equations to evaluate shear strength and cohesion intercept of cemented sand are also represented. It is observed that the predicted values using these solutions agree well with the experimental results. The experimental results also show a linear relationship between the unconfined compressive strength and the breaking point of cementation bonds.

• Journal of Korean Society on Water Environment
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• v.38 no.6
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• pp.306-315
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• 2022

In this study, long-term measurement data were applied to the LOADEST model and used as an analysis tool to identify and interpret trends in pollution load. The LOADEST model is a regression equation-based pollution load estimation program developed by the United States Geological Survey (USGS) to estimate the change in the pollution load of rivers according to flow rate and time and provides 11 regression equations for pollution load evaluation. As a result of simulating the Gwangjuchen2, Pungyeongjeongchen, and Pyeongdongchen in the Yeongbon B unit basin in the middle and upper reaches of the Yeongsan River with the LOADEST model using water quality and flow measurement data, lower values were observed for the Gwangjuchen2 and Pyeongdongchen, whereas the Pungyeongjeongchen had higher values. This was judged to be due to the characteristics of the LOADEST model related to data continuity. According to the parameters estimated by the LOADEST model, pollutant trends were affected by increases in the flow. In addition, variability increased with time, and BOD and T-P were affected by the season. Thus, the LOADEST model can contribute to water quality management as an analytical tool for long-term data monitoring.

• Journal of Digital Convergence
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• v.20 no.3
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• pp.481-486
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• 2022

This study verified the influence of distributive justice on burnout and inspected the mediating effect of empowerment of personnel in rehabilitation facilities. We surveyed 321 personnel in facilities of Daejeon and Chungnam areas. The main methods are structural equation model analysis and confirmatory factor analysis. The important analysis result is that distributive justice influenced burnout negatively and mdiating effect of empowerment was identified. According to analysis results, some measurements were proposed to reduce personnels' burnout. For increasing distribution fairness, compensation by objective evaluation of ability and workload, establishment of transparent compensation system, improvement of working conditions of irregular workers are required. In order to improve empowerment, leadership education for managers and operation of related programs, voluntary participation of employees in programs, provision of supervision and education of empowerment are needed.

• Korean Journal of Veterinary Service
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• v.45 no.1
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• pp.39-45
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• 2022

The total bacteria count is significantly important factor for hygienic quality in raw milk. BactoScan FM^TM and BactoCount IBC^TM are the automated instruments for the determination of the total bacterial count in raw milk. They have been used after calibration by standard plate count (SPC) method in South Korea since 2000. It is necessary to re-evaluate for total bacterial counter according to the improvement of milk quality and the change of milk quality grade. Therefore, this study was evaluated the conversion mode of the two machines by SPC method. We collected 921 bulk-tank milk samples throughout the concentration range of 1,000~1,000,000 CFU/mL from June 2020 to October 2021. As a result, when compared by the SPC value, there was a slight difference in total bacterial count in BactoScan below 10,000 CFU/mL and above 200,000 CFU/mL and in BactoCount above 100,000 CFU/mL, respectively. Therefore, the conversion factor for BactoScan and the conversion equation for BactoCount were newly adjusted based on SPC value, and then the correlation coefficients (R²) was 0.85 or higher. In addition, the correlation (R²) between BactoScan and BactoCount was 0.91, which means the results were high positive correlation. These results are expected to contribute to improving the accuracy of the automated instruments for determining of total bacterial count in raw milk.

• Korea Trade Review
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• v.41 no.5
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• pp.285-304
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• 2016

e-Commerce in Small and Medium-sized Enterprises(SMEs) provides a platform for fair competition between SMEs and large enterprises, and brings economic benefits to SMEs. Thus in the recent years, the e-Commerce in SMEs developed rapidly. However, the overall proportion of e-Commerce in SMEs in China remains low, and many SMEs' decision-makers tend to feel that their business is relatively weak in terms of information construction of scale and financial management, thus they keep the 'wait and see' attitude about the e-Commerce development decisions. Therefore, SMEs are facing three puzzles about e-Commerce application. First, if the companies need to implement e-Commerce, what are the e-Commerce adoption decision factors. Second, what are the successful implementation factors of e-Commerce. And how about the relationship between them. The third is how to measure the implementation effect of e-Commerce. What is the performance evaluation factors of e-Commerce. In this paper, the theoretical and empirical exploration and research are conducted towards these SMEs. Considering the actual situation of SMEs, this paper builds a theoretical model, then puts forward relevant hypothesis. This paper analyzes present influencing factors based on enormous research papers, and finally discovers the critical successful factors in doing business with e-Commerce in SMEs by conducting Structural Equation Modeling. Five critical factors are verified by cases of enterprise by demonstration study. Lastly, we can draw a conclusion that the innovation ability of leaders, the IT support of leaders and e-Commerce strategies are the success factors of e-Commerce for Chinese SMEs.

• Journal of the Korean Recycled Construction Resources Institute
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• v.11 no.2
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• pp.105-111
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• 2023

In this study, the mechanical properties of high-strength concrete according to the substitution rate of NSH(Non-sintered Hwangto) as an alternative material for cement were measured and evaluated. Through UPV(Ultrasonic pulse velocity) analysis, the compressive strength prediction equation was proposed, and the substitution rate of NSH was set at 15 % and 30 %. The evaluation items were compressive strength and UPV, and the curing period was set to 24 hours. In compressive strength and UPV, as the NSH substitution rate increased, lower strength and lower UPV were shown. In addition, the correlation number(R² ) between compressive strength and UPV was 0.99 for NC(Normal Concrete), 0.97 for NSHC(Non-sintered Hwangto Concrete)33-15, and 0.94 for NSHC33-30.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.452-452
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• 2021

하천 및 호소수역에 대한 수질오염원이 지속적으로 증가하는 경우에는 일반적인 농도규제 방식으로는 수질개선에 한계가 나타난다. 이를 해결하기 위해 목표 수질 한도 내에서 유역 배출원의 오염물질총량 관리를 목적으로 하는 수질오염총량관리제 개념이 도입되어 단위유역 지자체별 배출부하량을 관리하고 있지만, 지역의 오염원 배출 특성을 고려하지 않은 저감계획은 오히려 유역 내 새로운 오염원으로 전락하여 수질 개선 효과가 나타나지 않을 수 있다. 따라서 효율적인 총량 관리를 위해서는 수계 내 오염원 파악이 필수적이다. 본 연구에서는 수질오염총량제 대상 하천인 굴포천의 수질 오염원 분석을 위해 2016년, 2017년 굴포천 유역 토지이용 자료를 활용하여 수질항목과의 상관성을 파악하고 2016년부터 2020년까지 최근 5년 동안 총량측정망을 통해 측정된 유량 및 수질 자료를 이용해 상류, 중류, 하류 각각의 유량-부하량 관계식을 도출하여 지점별 수질 오염원 특성을 분석하였다. 상관분석 결과, 강우 시 밭과 BOD, SS, T-P는 양의 상관성을 보였고, T-N은 강우, 비 강우 시 관계없이 밭, 논에서 높은 양의 상관성을 보였다. 유량-부하량 관계식 도출 결과, 상류의 경우 BOD, COD, T-P, TOC, SS는 유량이 증가함에 따라 농도가 감소하는 특성을 나타내었는데 이는 2019년 4월 이후 오존처리 재이용수 방류에 따른 유량 증가의 영향이라고 사료 된다. 반면 T-N은 유량이 증가함에 따라 농도가 증가하는 특성을 나타내었는데 이는 오존처리 재이용수의 T-N 농도가 하천의 T-N 농도 보다 높아 발생한 것으로 보인다. 중류와 하류의 경우 BOD, COD, T-P, TOC, SS는 유량이 증가함에 따라 농도가 증가하는 특성을 나타내어 강우 시 비점오염원의 영향이 있는 것으로 보인다. 특히, 하류의 경우 유량이 증가함에 따라 수질 농도가 급격히 증가하여 중류에 비해 비점오염원 영향이 더 큰 것으로 나타났다.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.387-387
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• 2021

지구온난화와 기후변화로 인한 강우패턴의 변화는 가뭄, 홍수 등의 피해를 증가시키고 있다. 그 예로 2020년 여름 장마는 1973년 이후로 가장 긴 장마로 기록되었다. 이 장마는 제주도를 제외한 우리나라 전역에 평균 858 mm의 강수량을 발생시켰다. 장마로 인해 많은 지역에서는 도시침수와 하천범람이 발생하였으며 인적 그리고 물적인 피해를 입었다. 게다가 극한강수의 미래변화는 평균 강수량의 증가와 더불어 빈도도 증가하리라 전망한다. 따라서 심화되는 극한 기우 현상의 피해를 대비하기 위해서 수문순환이라는 시스템에 대한 이해가 필요하다. 구조방정식모형은 특정 현상에 대한 인과관계를 분석하기 위한 다변량 분석방법 중 하나로, 사회과학 분야에서 널리 사용되었으나 최근 자연과학 분야에서도 응용되고 있다. 구조방정식모형을 사용하여 관측된 자료가 이론 및 경험을 토대로 구축된 모형과 충분히 부합하는지를 검증할 수 있다. 구조방정식모형은 변수 간의 영향의 크기와 영향이 직접 혹은 간접적으로 작용하는지를 확인할 수 있고 모형에 대한 통계적인 평가로 연구모형이 수용 가능한지를 판단할 수 있다. 따라서 구조방정식모형을 사용하여, 수문순환의 모형을 구축하고 수문특성 간의 영향을 확인할 수 있다. 본 연구에서는 수문요소의 인과관계와 상관관계를 파악하기 위해 구조방정식모형을 적용하였고 2010년부터 2018년까지 설마천 유역과 청미천 유역의 연단위 강수량, 기저유출량, 직접유출량, 증발산량을 사용하였다. 각 유역에서의 수문특성과 수문요소 간의 관계를 확인하고 수문순환 모형을 구축/평가를 하였다. 그 결과, 서로 다른 유역이지만 비슷한 구조방정식모형을 갖는다는 것을 확인하였다.