• KEPCO Journal on Electric Power and Energy
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• v.1 no.1
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• pp.181-188
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• 2015

The non-contact permanent magnet gear has advantages of high efficiency and improved reliability. It has other advantages of no mechanical friction loss, very little noise and vibration, and no need for lubricant. With these advantages, the non-contact permanent magnet gear that solves the physical contact problem of the mechanical gear has drawn attention. Due to this unique non-contact characteristic, the non-contact permanent magnet gear which is capable of non-contact torque transmission has replaced mechanical gear. The mechanical gears which is in many fields of the modern industry, is used mostly for power transmitting mechanical devices. However, it also has the problem of a low torque density, which requires improvement. In this paper, a novel pole piece shape is proposed in order to improve the problem of low torque density of the non-contact permanent magnet gear. The experiment data required for predicting the relationships among them are obtained using finiteelement Operating method based on two-dimensional (2-D) numerical analysis. Therefore, this paper derived an optimal model for thenon-contact permanent magnet gear with the novel pole piece using the Box-Behnken design, and the validity of the optimal design of the proposed pole piece shape through variance analysis and regression analysis demonstrated. In this paper, we performed the thransfer torque analysis in order to improve the torque density and power density, we have performed on optimal design of proposed pole piece shape using box-behnken.

• Ecology and Resilient Infrastructure
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• v.2 no.2
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• pp.128-136
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• 2015

River areas include channels, floodplains and all the areas affected by physical and ecological processes in river systems. It is noticeably different from present riparian zone which is bounded by dykes. In this study, two methods for delineation of a floodplain are proposed, which are used for evaluation of the function of a river. One of them is a geomorphology-based technique and the other is hydrology-based inundation analysis. For the Mankyung River, these two methods are applied to delineate the floodplain area. Areas delineated with both methods are mutually compared. The results show that the geomorphology-based method is suitable for the delineation of a valley bottom, including the floodplain in a broader sense, which is unlike an inundated area reflecting contemporary hydrologic conditions. Compared with other flood frequency areas, a 100-year flood inundation area was found reasonable to represent the spatial extent of a floodplain without regard to the longitudinal location along a river. However, it is necessary in certain rivers reach where the division of a channel exists to compare a geomorphological analysis on a valley bottom with an inundation area of different frequencies.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2002.02a
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• pp.23-28
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• 2002

본 연구에서는 간단한 조작을 통하여 작물의 특성에 따라 진동방향을 조절 가능하게 함으로써 물리적 성질이 서로 다른 감자, 고구마, 마늘, 양파, 생강 등 거의 모든 뿌리작물의 수확에 이용할 수 있는 다목적 굴취기를 기구학적으로 설계하고, 뿌리작물 굴취기의 성능에 영향을 미치는 진폭, 진동수, 작업속도를 변화시킬 때 각각의 조합에 있어서 굴취판상의 특정한 점들의 운동궤적을 분석하고 이에 기초하여 굴취기의 설계변수와 작업에서의 설정변수 를 결정하고자 하였으며, 그 결과를 요약하면 다음과 같다. 1) 작업위치에 따라 굴취판 뒷부분(선별부)의 진동방향 조절이 가능하기 때문에 진동방향을 조절하면 물리적 성질이 서로 다른 감자, 고구마 마늘, 양파 등 거의 모든 뿌리작물의 수확에 이용할 수 있을 것으로 사료된다. 2) 굴취판의 궤적분석결과 진폭이 3mm일 때에는 캠 축의 회전속도와 작업속도에 관계없이 굴취작업이 불가능할 것으로 판단되었다. 진폭이 6mm일 때에는 작업속도 1.08km/hr에서 캠 축의 회전속도가 841rpm 이상이면 굴취작업이 가능할 것으로 판단되었고, 작업속도 2.16km/hr이상에는 굴취작업이 불가능할 것으로 판단되었다. 진폭이 9mm일 때에는 작업속도 1.08km/hr에서 작업할 때 사용한 캠축의 회전속도에 관계없이 굴취작업이 모두 잘 이루질 것으로 판단되었고, 작업속도 2.16km/hr에서는 캠축의 회전속도가 995rpm 일 경우에만 굴취작업이 가능할 것으로 판단되었으며, 작업속도 3.24km/hr에서는 작업위치나 캠축의 회전속도에 관계없이 모두 굴취작업이 불가능한 것으로 사료된다. 3) 작업속도를 1.08km/hr 이상으로 하려면 소요동력의 관점에서 볼 때 진폭은 크게하고 진동수는 작게 하는 것이 유리하기 때문에 진폭을 9mm이상 취하는 것이 바람직할 것으로 사료된다.회로 가장 많이 발생하였으며, 다음으로 밀양과 나주지역이 29회, 김제지역이 28회 등으로 많은 발생빈도를 보였다.생시 진화방법의 개발 등에 대한 기본data로서의 역할을 충분히 할 수 있을 것으로 사료된다. 평가되었다.us에 대하여 높은 것으로 나타났다.bangular에서 subrounded에 해당한다. 이러한 현저한 차이를 보이는 이유는 남극적 빙하성 환경 조건과 이 지역의 해양 퇴적학적 특성에 그 원인이 있다고 해석된다.ea. Our ancestors really began to drink teas from the period of Unified Sila on. This country turning to the Koryo dynasty, tea drinking manner began to prevail so much that drinking tea became a ceremony. Daring the Yi dynasty it was much camplicated to make and boil the leaf tea. As a result of the previous fact pure tea came to have disappeared and odorous pharmaceutical became prevailent. 7) For value of exploiting Kungjuk tea (ginger tea seasoned with phyllostachy and addition of honeyl) was the highest among many. The worth of developing all the teas among all the beverages was regarded as that high of 51%, while even the tea regarded as worthless obtai

• Tunnel and Underground Space
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• v.30 no.2
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• pp.109-135
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• 2020

Globally, the deepening depth in the underground is a situation of the high interest for a purpose of the development of various facilities. The development of deep underground space should be based on the structural stability of rocks. Spalling is known to have an impact on the structural stability degradation in deep underground space. As an attempt to predict spalling, many researchers have proposed predicted conditions in accordance with stress states which occur around the tunnel, rock conditions, and types of rock. In addition, the analysis on spalling method has been verified by using computer modeling such as FLAC, EXAMINE, Insight 2D, UDEC and FRACOD, along with in-situ measurement results. In Canada URL (Underground Research Tunnel), CWFS model (Cohesion Weakening Frictional Strengthening) was used to precisely predict for the state of spalling, comparing spalling modeling. CWFS model has been identified as a reliable method for predicting such phenomena. This study aims to analyze several cases of spalling, and then make a comparison between the conditions for spalling occurrence and the predicted results of model CWFS. With this, it investigates the applicability of prediction of spalling, targeting pillar under deep depth condition.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.691-695
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• 2012

수위표의 영점에서 수면까지의 높이로 정의되는 해발수위는 유량 및 유사량 등과 같은 관련 수문자료를 생산하는데 기본이 되는 자료이며, 하천 및 수공구조물의 설계 등에 기초자료로 이용될 뿐만 아니라 수자원의 효율적인 관리 및 수문순환 해석을 위한 가장 중요한 기초자료로서 국가 차원의 올바른 수자원 계획과 정책을 수립하는데 널리 활용된다. 이와 같이 해발수위자료의 이용 분야가 다양하고 그 자체로서도 중요한 의미를 가지는 점을 고려할 때 무엇보다도 중요한 것은 자료의 품질이 확보되어야 하는 것이다. 그러나 영점표고검정수준점 및 기준 수위표의 설치 이후 오랜 시간이 경과됨에 따라 노후화와 수위관측소 주변의 환경변화가 발생하게 되어 자료의 정확도가 매우 낮아지고 있다. 본 연구에서는 해발수위 자료의 품질향상을 위해 수위관측소의 영점표고검정수준점 및 수위표 영점표고에 대하여 수준측량 및 RTK(Real Time Kinematic) GPS(Global Positioning System) 측량을 병행하여 수행하였으며, 조사측량된 값을 활용하여 기존에 측량된 영점표고검정수준점 및 수위표 영점표고에 대한 검토를 수행하였다. 금강 및 삽교천 수계에 위치한 50개 수위관측소 대하여 기존 측량값과 비교 검토한 결과 영점표고검정수준점은 0.10m 이하(54.0%), 0.10m 초과 ~ 0.50m 이하(26.0%), 0.50m 초과 ~ 1.00m 이하(6.0%), 1.00m초과 ~ 1.50m 이하(2.0%), 1.50m 초과 ~ 2.00m 이하(2.0%), 2.00m 초과 ~ 3.00m 이하(4.0%), 3.00m 초과(6.0%)의 값을 나타냈으며, 수위표 영점표고는 0.10m 이하(50.0%), 0.10m 초과 ~ 0.50m 이하(32.0%), 0.50m 초과 ~ 1.00m 이하(10.0%), 1.00m초과 ~ 1.50m 이하(2.0%), 1.50m 초과 ~ 2.00m 이하(2.0%), 2.00m 초과 ~ 3.00m 이하(2.0%), 3.00m 초과(2.0%)의 값을 가졌다. 이와 같이 기존과 금회 측량자료를 비교 검토한 결과 대부분이 안정적으로 유지되고 있으나 일부 수위관측소에서 변동량이 크게 발생한 원인은 영점표고검정수준점의 노후화, 기준 수위표의 교체 및 위치 변동, 인위적인 하천공사 등으로 인하여 발생한 것으로 판단된다.

• Journal of Korea Water Resources Association
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• v.43 no.8
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• pp.747-755
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• 2010

Distributed Models have relative weak points due to the amount of computer memory and calculation time required for calculating water flow using a numerical analysis based on kinematic wave theory when compared to the conceptual models used so far. Typically, the distributed models have been mainly applied to small basins. It was necessary to decrease the resolution of the grid to make it applicable for large scale watersheds, and because it would take up too much time to calculate using a higher resolution. That has been one of the more difficult factors in applying the model for actual work. In this paper, MPI (Message Passing Interface) technique was applied to solve the problem of calculation time as it is one of the demerits of the distributed model for performing physical and complicated numerical calculations for large scale watersheds. The comparison studies were performed a single domain and a divided small domain in Yongdam Dam watershed in case of typoon 'Ewiniar' at 2006. They were compared to analyze the application effects of parallelization technique. As a result, a maximum of 10 times the amount of calculation time was saved but keeping the level of quality for discharge by using parallelization code rather than a single processor.

• Korean Journal of Weed Science
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• v.7 no.2
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• pp.236-242
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• 1987

The study was conducted to interprete the fluctuation of weed vegetation in plant-sociological impacts as affected by the mixture use of oxyfluorfen and glyphosate with various dosages. Also, intended to know the real interaction between two herbicides in weeding efficacies. The better efficacy from the above mixture was recognized than from the oxyfluorfen + paraquat mixture on the perennial-sites. In lower rate mixture of oxyfluorfen, the dominance index was increased by the annual grass species (ie. Digitaria), and of glyphosate by the biennial Stellaria and perennial species (ie. Artemisia). Also, the positive maximum action of both oxyfluorfen and glyphosate in various mixture rates was categorized upto 0.55kg ai/ha for oxyfluorfen and 0.35kg ai/ha for glyphosate, respectively. However, the interaction between the above two herbicides recognized actually as negative. Consequently, the use of mixture compound of oxyfluorfen with glyphosate are expected rather to promote the control efficacy of specific weed species, to enlarge the weeding spectrum and to prolong the weeding periods than to reduce the application rate of both chemicals depending on any synergic interactions.

• Tunnel and Underground Space
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• v.17 no.3 s.68
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• pp.203-215
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• 2007

Stability and mechanical deformation behavior of rock masses are highly dependent on the mechanical characteristics of contained discontinuities. Therefore, mechanical characteristics of the discontinuities should be considered in the design of tunnel and underground structures. In this study, direct shear tests for rough granite joints were carried out under constant normal stiffness conditions. Effects of initial normal stress, shear velocity, and surface roughness on the characteristics of shear strength and deformation behaviors were examined. Results of shear testing under constant normal stiffness conditions reveal that shear behaviors could be classified into two categories, based on the amount of decrease in shear stress at the Int peak shear stress. With initial normal stiffness increasing, it turned out that shear displacement at peak stress and the first peak shear stress increased, however friction angle and friction coefficient showed decrease. In case of shear stiffness and average friction coefficient, it turned out that they are not dependent on the initial normal stress. Minor effects of shear velocity on rough joints were observed in several shear quantities. However, the effects of shear velocity were insignificant regardless of the normal stress increase. Change of shear strength and deformation characteristics on joint roughness were examined, however, it turned out that the variations were attributed to deviation of shear test specimens.

• Korean Journal of Remote Sensing
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• v.15 no.1
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• pp.9-20
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• 1999

The use of climatic information is essential in the industial society. More specialized weather servies are required to perform better industrial acivities including agriculture. Especially, crop models require daily weather data of crop growing area or cropping zones, where routine weather observations are rare. Estimates of the spatial distribution of daily climates might complement the low density of standard weather observation stations. This study was conducted to estimate the spatial distribution of daily minimum and maximum temperatures in Korean Peninsula. A topoclimatological technique was first applied to produce reasonable estimates of monthly climatic normals based on 1km $\times$ 1km grid cell over study area. Harmonic analysis method was then adopted to convert the monthly climatic normals into daily climatic normals. The daily temperatures for each grid cell were derived from a spatial interpolation procedure based on inverse-distance weighting of the observed deviation from the climatic normals at the nearest 4 standard weather stations. Data collected from more than 300 automatic weather systems were then used to validate the final estimates on several dates in 1997. Final step to confirm accuracy of the estimated temperature fields was comparing the distribution pattern with the brightness temperature fields derived from NOAA/AVHRR. Results show that differences between the estimated and the observed temperatures at 20 randomly selected automatic weather systems(AWS) range from -3.$0^{\circ}C$ to + 2.5$^{\circ}C$ in daily maximum, and from -1.8$^{\circ}C$ to + 2.2$^{\circ}C$ in daily minimum temperature. The estimation errors, RMSE, calculated from the data collected at about 300 AWS range from $1.5^{\circ}C$ to 2.5$^{\circ}C$ for daily maximum/minimum temperatures.

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.203-203
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• 2019

도시화로 인한 불투수면의 증가는 물순환 왜곡, 비점오염원 발생 및 수생태계 건상성 훼손 등을 야기시키며, 이를 해결하기 위하여 다양한 LID 기법을 적용하고 있다. 일반적으로 LID 내 적용 되는 여재들은 무기성여재로 중량이 크고 미세공극의 부재로 물리화학적 및 생물학적 저감기능이 제한적이다. 따라서 본 연구에서는 중량성이 낮은 생물폐자원을 선정하여 LID 시설 적용성평가를 수행하고자 한다. 생물폐자원은 발생량, 경량성 및 용이성을 고려하여 꼬막껍질(CS)과 호두껍질(WS)을 선정하였다. 생물폐자원의 산화부식을 고려하여 무기성 여재인 화산석과 혼합하여 Bioretention 시설에 적용하였으며, 여재 혼합비율에 따라 총 3가지의 Case 로 구성하였다. 식생은 구절초와 꽃댕강나무를 식재하였으며, 여재의 물리적 특성 분석을 위하여 적용 전과 후의 SEM(Scanning Electronic Microscope)을 수행하였다. 모니터링은 도로퇴적물 100g과 물 110L를 제조하여 인공강우유출수를 이용하여 수행하였으며, $0.0003{\sim}0.007m^3/sec$의 유속으로 주입하였다. 시설의 유입 및 유출부에서 유량 측정 및 수질 시료를 채취하였으며, 채취된 시료는 수질오염공정 시험법에 준하여 입자상 물질, 유기물, 영양물질 및 중금속 등을 분석하였다. Bioretention 시설의 모니터링 결과를 이용하여 물수지 및 TSS 저감 효율을 산정하였으며. 물수지 분석결과 시설의 저류율은 Case 1(soil) > Case 3(WS+RV) > Case 2(CS+RV) 순으로 나타났다. 시설 내 공극률이 가장 낮았던 Case 1에서 저류율이 약 55%로 가장 높게 것으로 분석되었다. Case 3(WS+RV)은 Case 2(WS+RV)와 시설 내 공극률이 유사함에도 불구하고 저류율이 약 10% 높은 것으로 분석되었다. 오염물질 저감효율 분석 결과, TSS와 TP의 제거효율은 모든 Case에서 약 75% 이상으로 높게 나타났으며, COD의 경우 모래를 적용한 Case 1에 비해 생물폐자원인 꼬막껍질과 호두껍질을 적용한 Case에서 약 1.3배 이상 높게 나타났다. 호두껍질과 꼬막껍질의 SEM 분석 결과 표면에 다공성이 형성되어 있는 것으로 조사되었다. 이는 여과 및 저류기작으로 인한 물순환 효과증대와 다공성과 돌기사이로 인한 입자상의 물질 여과 및 흡착으로 인하여 오염물질의 제거효율이 증대 된 것으로 평가된다. LID시설 내 생물폐자원과 무기성여재를 적절히 배합하여 복합여재로 조성할 경우 침하현상을 방지할 뿐만 아니라 저류 및 침투기능 향상과 미생물의 서식환경을 제공하기에 물순환 회복 및 비점오염물질 저감에 기여할 것으로 평가된다.