본 연구에서는 옥상 인공습지 조성에 적합한 식물들을 이용하 여 옥상 내 인공 생태습지를 조성하고자 관상가치가 높고 약용 가능한 식물 종으로, 자연서식처를 제공할 수 있는 효율적인 식 생공간을 조성하기 위하여 옥상 인공습지 조성에 적합한 배지 및 식재층 깊이를 선발하여 적합한 생육조건을 찾고자 실험한 결과는 다음과 같다. 배지선발에서 코코피트는 피트모스와 원예용 배양토에 비해 삼색무늬 약모밀(Houttuynia cordata), 질경이택 사(Alisma orientale), 삼백초(Saururus chinensis) 의 생육이 낮게 나타났다. 피트모스는 원예용 배양토에 비해 삼색무늬 약모 밀(Houttuynia cordata), 질경이택사(Alisma orientale), 삼백초(Saururus chinensis) 의 생육이 조금 높았다. 실험결과 피트모 스가 생장에 가장 적합한 배지로 나타났다. 식재층 깊이 선발 실험에서는 약모밀의 경우 생육은 처리간에 큰 차이가 없었다. 질경이택사의 생육은 30, 20, 10cm 순으로 생육이 높았지만 20과 10cm생육은 큰 차이가 나타나지 않았다. 삼백초의 초장은 30, 20, 10cm 순으로 높았고 초폭은 10, 20, 30cm 순으로 높게 나타났다. 약모밀 같은 키가 작은 소형식물은 10cm 식재 층 깊이에서도 생육이 비슷하므로 식물 선발만 잘한다면 10cm 깊이 식재층도 가능할 것으로 나타났다. 이상 본 연구결과를 종 합해 보면 옥상습지 조성에 있어서 적정 배지는 피트모스이고 식재깊이 20cm 이상이 적합한 것으로 나타났다.

PURPOSES: There is a need to develop a method to incorporate tire-pavement noise in the pavement management system. Tire-pavement noise highly depends on the characteristics of pavement texture. Therefore, estimation of texture characteristics may give useful information to predict tire-pavement noise. This study aimed to find the relationship between tire-pavement noise and MPD(Mean Profile Depth) for concrete pavement. METHODS: MPD and tire-pavement noise were collected on the number of expressway sections including Central Inland Test Road in Korea. Statistical analysis was performed to find the correlationship between MPD and tire-pavement noise. In addition, multiple regression analysis to find the tire-pavement noise based on MPD and type of concrete pavement texture. RESULTS: Linear relationship between MPD and tire-pavement noise is observed for concrete pavement. Furthermore, a forensic equation to estimate tire-pavement noise based on MPD and texture types of concrete pavement is suggested. CONCLUSIONS: Tire-pavement noise on concrete pavement can be predicted based on the consideration of texture type and MPD estimation.

PURPOSES : This study is to evaluate the feasibility of using the alkali activated cement concrete for application of partial-depth repair in pavement. METHODS : This study analyzes the compressive strength of alkali activated cement mortar based on the changes in the amount/type/composition of binder(portland cement, fly ash, slag) and activator(NaOH, Na2SiO3, Na2CO3, Na2SO4). The mixture design is divided in case I of adding one kind-activator and case II of adding two kind-activators. RESULTS : The results of case I show that Na2SO4 based mixture has superior the long-term strength when compared to other mixtures, and that Na2CO3 based mixture has superior the early strength when compared to other mixtures. But the mixtures of case I is difficult to apply in the material for early-opening-to-traffic, because the strength of all mixtures isn't meet the criterion of traffic-opening. The results of case II show that NaOH-Na2SiO3 based mixtures has superior the early/long-term strength when compared to NaOH-Na2SiO3 based mixtures. In particular, the NaOH-Na2SiO3 based some mixtures turned out to pass the reference strength(1-day) of 21MPa as required for traffic-opening. CONCLUSIONS : With these results, it could be concluded that NaOH-Na2SiO3 based mixtures can be used as the material of pavement repair.

PURPOSES : Compared to the criteria from advanced countries, Korea has conservative criteria for the buried depth of pipeline (about 30~70cm deeper) causing the waste of cost and time. Therefore, this research investigated the effect of various buried depths of pipeline on pavement performance in order to modify the criteria to be safe but economical. In addition, a recycled aggregate which is effective in economical and environmental aspect was evaluated to be used as a refilling material. METHODS : In this study, total 10 pilot sections which are composed with various combinations of pavement structure, buried depth of pipeline, and refilling material were constructed and the telecom cable was utilized as a buried pipeline. During construction, LFWD (Light Falling Weight Deflectometer) tests were conducted on each layer to measure the structural capacity of underlying layers. After the construction is completed, FWD (Falling Weight Deflectometer) tests and moving load tests were performed on top of the asphalt pavement surface. RESULTS : It was found from the LFWD and FWD test results that as the buried depth decrease, the deflections in subbase and surface layer were increased by 30% and 5~10%, respectively, but the deflection in base layer remained the same. In the moving load test, the longitudinal maximum strain was increased by 30% for 120mm of buried depth case and 5% for 100mm of buried depth case. Regarding the effect of refilling material, it was observed that the deflections in subbase and surface layer were 10% lager in recycled aggregate compared to the sand material. CONCLUSIONS : Based on the testing results, it was found that the change in buried depth and refiliing material would not significantly affect the pavement performance. However, it is noted that the final conclusion should be made based on an intensive structural analysis for the pavement under realistic conditions (i.e., repeated loading and environmental loading) along with the field test results.

We generated a high resolution 3D object using a commercial DSLR camera and the low depth information of Kinect. High resolution depth map was obtained through camera calibration between the DSLR and Kinect sensor. 3D mesh model was created by the high resolution depth information and mapped with RGB color value. The experimental result showed that it is possible to create high resolution 3D object from the depth camera. This paper is expected to be applied to reality game graphic.

본 연구에서는 피사체의 깊이와 깊이 표현의 상세레벨(detail level)을 각기 다르게 조정한 깊이맵을 이용하여 2D-to-3D 입체변환을 수행하고, 변환된 입체 이미지를 기반으로 시청자 평가 실험을 진행하여 피사체의 절대적 깊이 변화와 배경간의 깊이 차이에 따라 깊이맵의 상세레벨이 깊이감, 볼륨감, 불편감에 미치는 효과를 분석하였다. 주객체의 깊이는 3 레벨로 조정하였고, 또한, 주객체와 배경과의 상대적 깊이 차이도 하나의 독립변인으로 분석하기 위하여 3 레벨로 조정하였다. 깊이맵의 깊이 표현의 상세레벨을 다시 3레벨로 나누어, 이들 조건을 만족하는 18개의 깊이맵을 정의하고 이를 기반으로 실험을 위한 입체영상을 생성하였다. 18개의 입체영상을 실험참가자에게 보여 주고 설문을 통하여 각 영상별로 실험자들이 느끼는 주관적 입체감, 볼륨감, 불편감을 조사하였다. 그 결과 주 피사체의 절대적 위치와 피사체-배경간의 상대적 거리차이가 달라짐에 따라 깊이맵의 상세도가 깊이감, 볼륨감, 불편감에 미치는 영향력이 달라지는 결과를 얻었다. 단색 깊이맵의 경우는 주객체의 절대적 깊이위치에 상관없이 전반적으로 볼륨감을 크게 훼손하고, 스크린의 안쪽에 객체가 위치하는 경우, 다른 상세레벨의 깊이맵에 비해 깊이감도 크게 저하시키는 효과를 보이기 때문에 주객체의 절대적 위치와 상관없이 사용을 피하는 것이 바람직 한 것으로 분석되었다. 또한, 세밀한 깊이맵과 간략한 깊이맵을 적용하였을 때 실험자가 입체감을 크게 다르게 느끼지 못하는 것으로 나타남에 따라 입체변환시 모든 장면에 너무 과도하게 상세한 깊이맵을 구성할 필요가 없는 것으로 분석되었다.

This study examined whether vocabulary knowledge has meaningful effects on reading comprehension of Korean high school EFL learners and investigated which specific type of vocabulary knowledge, between vocabulary breadth and depth, plays a bigger role in reading comprehension when the learners’ English language proficiency is taken into account. The participants of this study were ninety eight high school EFL learners in Seoul, Korea, and they were tested on a series of measures tapping on their reading comprehension abilities and vocabulary knowledge in two different dimensions (vocabulary breadth and depth). Their listening comprehension abilities were also measured in order to control for the effects of general oral language comprehension abilities known to be the foremost contributor to reading comprehension and thus to enable focused analysis of the role of vocabulary knowledge. The study findings revealed that 1) vocabulary knowledge itself played a critical role in predicting reading comprehension abilities even after controlling for their listening comprehension abilities and that 2) compared to vocabulary breadth, vocabulary depth played a relatively more important role in predicting reading comprehension, regardless of the learners’ language proficiency. The findings provide important implications for vocabulary and reading comprehension instructions for Korean EFL students.

PURPOSES : Skid resistance and noise of roads highly depend on the characteristics of pavement texture. Therefore, estimation of texture characteristics may give useful information for the skid resistance and noise of road. Generally, Sand Patch Test is performed in order to estimate MTD(Mean Texture Depth). However, it is time-consuming and needs traffic control. This study aimed to investigate the effectiveness of measurement texture depth using the Portable Laser Profiler that give the MPD(Mean Profile Depth). METHODS : MTD and MPD were collected on the number of expressway sections including Central Inland Test Road sections in Korea. Statistical analysis are performed to establish the relationship between MTD data based on Sand Patch Test and MPD data obtained by the Portable Laser Profiler. RESULTS : Linear relationship MPD and MTD is observed for both of asphalt pavement and concrete pavement such as R-square of 0.51 to 0.58. CONCLUSIONS : Even though, the test method and definition of MPD and MTD are different. EMTD(Estimated Mean Texture Depth) can be obtained by using the correlationship between MPD with MTD.

본 연구에서는 유한한 깊이의 투수층에 의한 에너지 감쇠효과를 고려한 파랑의 변형을 해석하였다. 파의 에너지 감쇠율과 상대수심의 관계식을 제시하였으며, 에너지 감쇠율을 고유함수전개법에 사용하여 투수층에 의한 에너지 감쇠를 계산하였다. 투수성이 있는 수중둔덕에 대해서, 수치실험 결과는 해석해로 간주할 수 있는 적분방정식의 결과와 비교하여 잘 일치하였다. 또한, 투수경사에 의한 반사율을 다양한 주파수에 대해서 실험하였으며, 수치실험 결과, 수심이 매우 커서 수면파가 투수층의 영향을 받을 정도가 아닌 경우에는 상대적으로 파장이 짧은 파랑일수록 투수층의 영향을 크게 받는 것으로 나타났다.

본 논문에서는 경량 프로파일러를 이용한 프로파일을 측정하여 매크로 텍스쳐 크기를 산정하고 분석하였다. 밀입도, 배수성, SMA, 기층 포장에 대한 프로파일을 측정하여 포장에 사용된 골재에 의한 매크로 텍스쳐 크기를 분석하였으며, 재료분리가 일어난 지역의 프로파일을 측정하여 매크로 텍스쳐 깊이를 분석하였다. 본 연구 결과 프로파일 분석을 통하여 효과적으로 매크로 텍스쳐 크기를 산정할 수 있었으며, 아스팔트 혼합물 종류별로 텍스쳐 크기를 분석할 수 있었다. 또한, 매크로 텍스쳐 크기를 산정하여 분석함으로써 재료분리가 일어난 지역을 탐지할 수 있었다.

New methods are developed to estimate the effective temperature (Te), surface gravity (log g), and metallicity ([A/H]) simultaneously with the spectral line depth ratios. Using the model atmosphere grids, depth values are calculated for the wavelength range of 4000 A–5600 A for various temperatures, gravities, and metallicities. All possible different combinations of line depth ratios for different pairs of ratios are investigated. A graphical 3D figure is produced with X, Y, and Z axes corresponding to Te, log g, and [A/H], respectively. By reading a cross point of two curves plotted by a connection of three parameters obtained from spectral line depth ratio pairs on each of the three projected planes, Te, log g, and [A/H] are determined simultaneously. In addition, an analytical method is devised based on the similar algorithm developed for the graphical method. Our methods were applied to estimate the fundamental atmospheric parameters of the Sun and Arcturus.

이 연구에서 우리는 사용자의 동작인식을 이용한 운동 게임 시스템을 제안한다. 이 시스템은 사용자가 몇 종류의 게임을 수행하면 그 동작을 인식하고 피드백을 화면에 제공함으로써 스스로 인식하지는 못하는 동안 자연스럽게 운동을 할 수 있도록 고안되었다. 사용자의 동작은 적외선 시간 지연 측정법을 사용하는 깊이 카메라를 이용하여 인식하였고 인식된 동작은 데이터베이스에 저장되어 있는 모범 동작과 비교를 통하여 그 정확도를 산정하였다. 우리는 이 시스템을 위해 두더지 잡기, 낚시, 스트레칭과 같은 세 종류의 게임을 개발하였다. 개별 동작과 시나리오는 물리치료 전문가들에 의해 개발되었다. 제안된 시스템을 이용하여 사용자는 실내에서도 지루하지 않게, 즐기면서 운동을 할 수 있게 되었다.

The investigation for the catch and species composition in the deep sea of the East Sea was done to search marine organisms using some kinds of traps with small commercial fishing vessel near Goseong, Korea from 2008 to 2009. The experiments was carried out with some different traps at the depth of 200m, 400m, 700m and 1,000m. In 2008, the amount of catch with rectangular, cone and drum net traps was 91.4kg with twelve trips and the proportion of catch with rectangular and cone traps was high. Dominant species caught were Aniwan whelk (57%), snow crab (12%), hunchback sculpin (7%) and red snow crab (5%). The catch of Aniwan whelk was done well with rectangular and cone traps at the depth of 700-1,000m. Snow crab was mainly caught with rectangular and cone traps at the shallower depth of 200m, while red snow crab caught a lot with cone trap at the deeper depth of 700m. In 2009, the amount of catch with rectangular, cone and round traps was 92.4kg with nine trips. The proportion of catch with round trap was higher than that with cone trap. Dominant species caught were snow crab (67.1%), Aniwan whelk (14.8%) and northern shrimp (9.8%). Snow crab was caught well with round trap at the depth less than 400m.