• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.62-62
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• 2018

무선영상취득시스템(WIA 시스템, Wireless Image Acquisition System)은 라즈베리 파이에 전용 카메라와 WiFi 모듈을 장착하여, 하천의 영상을 실시간으로 촬영하여 무선으로 서버로 전송하는 시스템이다. 이 시스템이 갖는 가장 큰 이점은 시스템을 구성하는 비용이 매우 저렴하다는 점이다. 라즈베리 본체와 카메라 모듈, WiFi 모듈 모두 매우 저렴하고, 또 사용하는 전력이 작아서 상용 전원이 아닌 태양광 발전이나 배터리 등을 이용할 수 있다. 따라서 비용과 장소에 구애받지 않고 손쉽게 어디든지 설치하여 하천의 상시 감시나 계측에 활용할 수 있다. 또한, 상용 전원을 이용하지 않아도 되기 때문에, 산간벽지나 오지 등의 소하천 관리에도 적합하다. 본 연구에서는 이 WIA 시스템을 경상남도 김해시의 대청천에 적용하여 홍수 시 하천의 수표면을 촬영하고, 촬영된 동영상을 분석하여 수위와 유속을 동시에 계측하여 유량을 산정하였다. 라즈베리 파이에 $640{\times}480$ 화소의 카메라를 장착하여 10분 간격으로 10초간의 동영상을 촬영하고, 이를 WiFi 모듈을 이용하여 무선으로 서버로 전송한다. 전송된 동영상을 분석하기 전에 설치 지점의 3차원 좌표 변환 자료와 횡단면 좌표를 입력하여 대상 지점의 측정 매개변수를 설정한다. 즉, 이들 자료에서 영상 내의 표정점과 측정선을 설정해 둔다. 그 다음, 전송된 동영상을 시공간 영상으로 만들어 수위를 분석한다. 비슷한 방법으로 동영상에서 유속을 분석하고, 분석된 수위와 유속, 그리고 미리 설정된 횡단면 좌표를 이용하여 유량을 산정해 낸다. 설치된 WIA 시스템을 실제로 운용하여, 2017년 9월 11일의 06:10~19:00의 호우 사상 전체를 분석하였다. 10분 간격으로 촬영된 10초간 동영상 중에서 적절한 분석이 가능한 영상 77개에서 수위와 유속을 분석한 결과, 최대 수위는 0.746 m(간이수위표 기준), 최대 유속은 0.962 m/s, 최대 유량은 $12.977m^3/s$에 이르렀다. 지점 특성상 다른 유속계를 이용한 검증은 사실상 불가능하였다. 또, 하폭이 넓어서 일출 전과 일몰 후의 촬영 자료는 분석이 어려운 점이 있다. 이러한 기술적 문제들을 보완하면, WIA 시스템을 이용한 소하천의 수위와 유속 측정 시스템은 경제성이고 효율이 높은 관측시스템으로 유망할 것으로 기대된다.

• The korean journal of orthodontics
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• v.25 no.3 s.50
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• pp.341-353
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• 1995

Previous study had shown the diversities in the propriety for optimal bond strength on the concentration of the etchant. The aim of present study in vitro was to evaluate and compare the shear bond strength of orthodontic brackets to enamel and to measure the depth of etch on the phosphoric acid concentrations. A hundred and seventy six extracted bovine lower centrals were ground to yield flat surfaces and etched by the concentration $0%,\;5%,\;10%,\;20%,\;30%,\;40%,\;50%,\;60%,\;70%,\;80%\;and\;85\%$ of phosphoric acid respectively during 60 seconds. The shear bond strength of orthodontic brackets, the depth of etch and surface roughness of the enamel were measured, and scanning electron microscopic observations on the etched enamel surfaces were carried out. The data obtained from the very experiments were processed and statistically analyzed and evaluated. The gradual increase in the depth of etch to enamel as the accretion of the concentration of the phosphoric acid upto $40-50\%$ and decline henceforth were manifested. The surface roughness showed no correlation with the depth of etch, yet moderate correlation with the shear bond strength of brackets. Scanning electron microscopic investigation revealed that morphological patterns of the etched enamel surfaces for $5\%\;to\;40\%$ of concentrations were even and homogenous, and those for $50\%$ as well as $60\%$ exhibited the overetched and unhomogenous. The shear bond strengths kom $10\%\;to\;60\%$ of concentration showed no statistically significant differences. It was suggested that the shear bond strengths at $5\%\;and\;70\%$ were sufficient to tolerate the force levels of the ordinary orthodontic treatment notwithstanding to be significantly lower than those from $10\%\;to\;60\%$ phosphoric acid solution.

• Journal of the Korean Geophysical Society
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• v.5 no.2
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• pp.111-129
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• 2002

Generally, investigation methods of cut slope are conucted only geological surface survey to gain engineering geological data of cut slopes. These methods have many problems such as limitations of investigation for a special area. So geophysical investigations such as geotomography, seismic and electrical resistivity methods have been used to search for failure surface in potential failure slopes or failed slopes. But investigation method using the borehole camera is recently a used method and it is thought that this method is more reliable method than other investigation methods because of being able to see by the eyes. Therefore, this paper was conducted investigations of borings and BIPS(Borehole Image Processing System) to search for potential sliding surfaces and was applied to obtain information of discontinuity on failed and potential failure slope in highway. As the results of BIPS, we could decide potential sliding surface in the slope, conducted to check slope stability and decided slope stability measures.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.1
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• pp.25-32
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• 2016

The purpose of this study is to evaluate the performance on the compressive bonding shear strength of ultra-high strength steel fiber reinforced cementitous composites(UHSCC). As a result of compressive bonding shear strength through Direct shear test, It was found that the specimen($150{\times}150{\times}150mm$) of NC(Normal concrete) + NC showed similar compressive bonding shear strength at whole experimental level. On the other hand, the specimen of UHSCC + UHSCC showed decrease of compressive bonding shear strength from after 30 minutes of the retarded placement than 0 minute. As a result of analyzing failure mode of bonding interface, It was found that the specimen of NC + NC showed mixed failure at whole experimental level. In case of the specimen of UHSCC + UHSCC, it showed interface failure from the specimen that are 30 minutes, 60 minutes and 90 minutes of delay of concrete placing. As a result of analyzing XRD test in terms of the placement interface on the specimen of NC and UHSCC, relatively much amount of $SiO_2$ was detected from the specimen of UHSCC than that of NC. It is judged that the most of main components of coating film shown in the specimen of UHSCC is $SiO_2$. In conclusion, it is judged that UHSCC which is made from after 30 minutes of delay of concrete placing is unable to be used as structural member because of deterioration of bonding performance. From later study, it is judged that the improvement of bonding performance from the part of cold joint occurrence is necessary through the interface preparation method.

• Journal of Bio-Environment Control
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• v.30 no.3
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• pp.175-182
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• 2021

This experiment was conducted to find out the possibility of use of reused rockwool and comparison of growth, productivity and quality of tomatoes according to the use of rockwool and coir medium. The experiment was conducted in an automatic controlled greenhouse at Andong National University, College of Life Science, located in Andong, Gyeongsangbuk-do.. As a result of the experiment, there was no difference in the number of leaves, plant height, and leaf area between treatments, and the crown diameter was slightly higher in rockwool medium, also there was no difference between reused rockwool and coir medium. Fruit productivity showed different responses depending on the cultivation environment, but there was no significant difference between rockwool, reused rockwool and coir medium. In addition, the quality of fruit was observed to be different according to the concentration of EC in the medium. Therefore, in tomato hydroponic cultivation, there was no difference in the type of medium in growth, productivity, fruit quality and the environmental and water management had a great effect, and it is expected that the reuse of rockwool will have a positive effect on the economic point of view.

• The Journal of Engineering Geology
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• v.34 no.3
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• pp.447-457
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• 2024

This study investigated a cut-slope surface containing Tertiary faults, representing a conical-shaped slope with strike varying from N44°E to NS, N50°W, and finally N70°E. The slope consists mainly of basalt, with discontinuities in the slope including faults, fault zones, fracture zones, shear joints, and extension joints. The type and scale of failure vary with the strike of the slope and the strikes of discontinuities, with plane and wedge failure predominating. Based on face-mapping data, SMR (slope mass rating), rock physical and mechanical properties, analysis of stereonet projections and geological cross-sections, and critical equilibrium analysis, optimal slope stability determination was found to involve the countermeasure method, the slope gradient relief method, the green soil surface treatment method, and a fall prevention measure. After application of the countermeasure method, both dry and wet slope conditions exceeded allowable safety factors. It is expected that the preparation of geological cross-sections of various representative sections perpendicular to the surface of the slope, and the application of corresponding countermeasure methods, will be reasonable tools for three-dimensional analysis of slope stability. If the strike of the slope varies widely, it is necessary to prepare geological cross-sections, and the section used for critical equilibrium analysis must be established as the basic section.

• The KIPS Transactions:PartB
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• v.17B no.6
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• pp.421-428
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• 2010

It takes a long time for the users to view a whole image from the image server under the low-bandwidth internet environments or in case of a big sized image. In this case, as there needs a technique that preferentially transfers a part of image, JPEG2000 offers a ROI(Region-of-Interest) coding. In ROI coding, the users see the thumbnail of image from the server and specifies some regions that they want to see first. And then if an information about the regions are informed to the server, the server preferentially transfers the regions of the image. The existing methods requested a huge time to compute the mask information, but this thesis approximately computes the regions and reduces the creating time of the ROI masks. If each code block is a mixed block which ROI and background are mixed, the proper boundary points should be acquired. Searching the edges of the block, getting the two points on the edge, to get the boundary point inside the code block, the method searches a mid point between the two edge points. The proposed method doesn't have a big difference compared to the existing methods in quality, but the processing time is more speedy than the ones.

• International Journal of Highway Engineering
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• v.12 no.1
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• pp.1-8
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• 2010

Construction of road closed to mountains is inevitable in Korea because the mountainous region in Korea is more than 70% in area. Recently, due to global warming, typhoons or heavy rainfalls frequently occur, and accordingly, mountain roads are seriously damaged by landslides, debris flows, and uplift pressure below pavement. in this study, damage on pavement by uplift pressure was investigated. Various influencing factors such as slope angle, reinforcement of slope surface, thickness of soil cover underlain by rock, and types of drainage system were considered to evaluate uplift pressure acting on the bottom of pavement. Raising of water table up to the surface of slope may depend on the duration and intensity of rainfall. It shows that the installation of subdrain can reduce the uplift water pressure. Therefore, It is concluded that the use of subdrain system is effective to decrease uplift pressure and cement treated base is more endurable than typical crushed-stone base.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.7 no.3
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• pp.23-31
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• 1987

In land treatment systems for organic waste removal, especially rapid intiltration method is well known as less climatic restrictions and less field area requirements as against the others. Therefore the present study on rapid infiltration is aimed to survey the waste removal rate, infiltration rate, variation of dissolved oxygen due to biological oxygen absorption and pH decrement using pilot infiltration column filled with permeable soil(sand) as media, also to find the waste load(COD) per unit area and nitrate conversion ratio from TKN. The results obtained here are as follows. 1) When the depth of sand layer is more than 1 meter, the COD removal would be reached steadly to 90% or more under the infiltration rate below 15~20cm/day, and would be no problem due to leached organic pollutants considering the depth of ground water table. 2) The COD removal per unit area($m^2$) can readily be expected to 10~14g/day with proper operation, and the decomposition of substrate would be attained mostly at the surface layer of the media. 3) Generally the conversion of TKN to the $NO_3{^-}$-N is seemed to be proportional to the COD removal rate if provided proper retention time.

• Proceedings of the Korea Society of Poultry Science Conference
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• 2003.05a
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• pp.27-35
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• 2003

(시험 1) 육용종계 산란기의 단백질공급수준에 관한 연구: 육용종계 산란기의 적정 단백질공급수중을 구명하기 위하여 강원도 홍천군 북방면소재 홍천종계에서 케이지 사양형태의 아바에이카 육용종계 400수를 공시하여 2001년 2월부터 2001년 12월까지 40주간 (24∼64주령) 1일1수당 단백질 공급량을 18, 20, 22, 24g으로 달리하는 4개처리로 사양시험을 실시한 결과를 요약하면 다음과 같다. 1) 총 산란율과 종란 산란율은 모두 처리간에 유의적인 차이가 있었으며 (P<0.05), 20g 공급구가 가장 높았으나 18∼22g 공급구간에는 유의차가 없어고 24g 공급구는 20g 공급구에 비해 유의적으로 낮았다(P<0.05). 2) 평균난중은 1일 단백질공급수준이 증가할수록 증가하는 경향이었으나 (P<0.05), 20∼24g 공급구간에는 유의차가 없었고 18g 공급구만 24g 공급구와 유의적인 차이가 있었다. 성계생존율은 처리간에 유의적인 차이가 없었다. 3) 계란kg당 또는 계란1개당 사료요구율과 ME요구량은 모두 1일 CP 20g 공급구가 가장 우수했으며(P<0.05), 계란 kg당 사료요구율과 ME요구량에서는 CP 18g 공급구계란1개당 사료요구율과 ME요구량에서는 CP 24g 공급구만 CP 20g공급구오 유의차를 보였다(P<0.05). 4) 계란kg당 또는 계란 1개당 CP요구량은 모두 1일 단백질 공급량이 많아질수록 증가하였으나(P<0.05), 18g과 20g 공급구간에는 유의차가 없었다. 5) 계란kg당 또는 계란 1개당 사료비는 모두 CP 20g 공급구가 가장 우수하였으나(P<0.05), 계란1개당 사료비에서는 18∼20g 공급구간에 유의차가 없었다. (시험 2) 육용종계 하절기 산란피크계의 에너지 공급수준에 관한 연구: 육용종계 산란기의 적정 에너지공급체계를 구명하기 위하여 강원도 홍천군 북방면소재 홍천종계에서 케이지 사양형태의 로스 육용종계 400수를 공시하여 2002년 4월부터 2003년 1월까지 40주간 (24∼64주령) 표2와 같은 4가지 에너지공급체계로 사양시험을 실시한 결과를 요약하면 다음과 같다. 1) 총 산란율, 종란 산란율, 평균난중 및 성계 생존율은 모두 처리간에 유의적인 차이가 인정되지 않았으나, 산란율은 1일 에너지공급량이 많을수록 오히려 저하하는 경향을 보였다. 2) 사료요구율, ME 및 CP요구량과 사료비는 모두 1일 에너지공급량이 많아질수록 증가하는 경향을 보였다(P<0.05).