• 대기
• /
• 제14권2호
• /
• pp.11-22
• /
• 2004

A technique on atmospheric correction algorithm to the multi-band reflectance of Landsat TM imagery has been developed using an atmospheric radiation transfer model for eliminating the atmospheric and surface diffusion effects. Despite the fact that the technique of satellite image processing has been continually developed, there is still a difference between the radiance value registered by satellite borne detector and the true value registered at the ground surface. Such difference is caused by atmospheric attenuations of radiance energy transfer process which is mostly associated with the presence of aerosol particles in atmospheric suspension and surface irradiance characteristics. The atmospheric reflectance depend on atmospheric optical depth and aerosol concentration, and closely related to geographical and environmental surface characteristics. Therefore, when the effects of surface diffuse and aerosol reflectance are eliminated from the satellite image, it is actually corrected from atmospheric optical conditions. The objective of this study is to develop an algorithm for making atmospheric correction in satellite image. The study is processed with the correction function which is developed for eliminating the effects of atmospheric path scattering and surface adjacent pixel spectral reflectance within an atmospheric radiation model. The diffused radiance of adjacent pixel in the image obtained from accounting the average reflectance in the $7{\times}7$ neighbourhood pixels and using the land cover classification. The atmospheric correction functions are provided by a radiation transfer model of LOWTRAN 7 based on the actual atmospheric soundings over the Korean atmospheric complexity. The model produce the upward radiances of satellite spectral image for a given surface reflectance and aerosol optical thickness.

• 한국구조물진단유지관리공학회 논문집
• /
• 제4권4호
• /
• pp.171-180
• /
• 2000

This study aims to present a more reasonable control value than the exiting one by comparing and analyzing control values and field instrumentation values of the whole excavation depth of the four case sites using geometric averaging as a statistical method. The range of the study is confined to three things: (1) the axial force of the braced excavation walls among a variety of items prescribed in the control values by stress deformation of walls and adjacent structures; (2) by approximation of the allowable and design value; (3) and by safety factor. As a res it is desirable to revise "(Long term allowable stress + Short term allowable stress)/2 ~ Short term allowable stress," presented in the present control values by stress deformation of walls and adjacent structures, to "(Long term allowable stress + Short term allowable stress)/5 ~ (Short term allowable stress)/3." The result also shows that since there is a difference of about 3.5%, it is not necessary to revise 70, 90, and 100 percent of LEVEL I, II, and III, prescribed in the control values by the allowable and design value approximation. In addition, modifying the control value by the safety factor, now 1.07, is unnecessary, although it varies little difference from the present value.

• 한국터널지하공간학회 논문집
• /
• 제16권1호
• /
• pp.75-89
• /
• 2014

최근 세계 여러 나라에서는 지하공간의 활용이 증가하고 있다. 특히, 저심도 굴착의 경우 대부분 개착식 굴착공법을 적용하는데, 극심한 교통 체증 및 인접구조물의 불안정 등의 문제가 발생될 수도 있다. 이러한 문제를 극복하기 위해서 저토피 토사구간에서 충분한 안정성을 확보하고 공사기간을 최소화하며 터널을 굴착할 수 있는 M-CAM공법(Modified Cellular Arch Method)이 제안되었다. 본 연구에서는 M-CAM공법 적용 시 주열식 수직연속벽체(Continuous Pile Wall, CPW)의 규격 및 지반조건이 터널 거동에 미치는 영향을 파악하기 위해 민감도분석을 수행하였다. 우선 터널의 안정성에 영향을 주는 매개변수로는 수직연속벽체의 근입깊이, 직경, 측압계수 그리고 지반상태를 선정하였다. 한편 수치해석을 위해서, 유한차분법에 기초를 둔 FLAC 2D가 이용되었다. 본 연구결과 수직연속벽체의 규격 중 근입깊이가 터널 안정성에 가장 큰 영향을 주는 것을 확인되었다.

• Geomechanics and Engineering
• /
• 제30권3호
• /
• pp.293-312
• /
• 2022

Cantilever sheet pile walls having section thinner than masonry walls are generally adopted to retain moderate height of excavation. In practice, a surcharge in the form of strip load of finite width is generally present on the backfill. So, in the present study, influence of strip load on cantilever sheet pile walls is analyzed by varying the width of the strip load and distance from the cantilever sheet pile walls using finite difference based computer program in cohesionless soil modelled as Mohr-Coulomb model. The results of bending moment, earth pressure, deflection and settlement are presented in non-dimensional terms. A parametric study has been conducted for different friction angle of soil, embedded depth of sheet pile walls, different magnitudes and width of the strip load acting on the ground surface and at a depth below ground level. The result of present study is also validated with the available literature. From the results presented in this study, it can be inferred that optimum behavior of cantilever sheet pile walls is observed for strip load having width 2 m to 3 m on the ground surface. Further as the depth of strip load below the ground surface increases below the ground level to 0.75 times excavation height, the bending moment, settlement, net earth pressure and deflection decreases and then remains constant.

• 농업생명과학연구
• /
• 제50권1호
• /
• pp.117-124
• /
• 2016

토양 미생물 군집은 외부 환경변화에 있어 식물 군집보다 더 빨리 반응할 수 있다는 점에서 복원 과정의 초기 지표로 활용될 수 있다. 이런 측면에서 인위적인 교란에 대한 생태계 반응을 측정하고 생태계 복원의 지표를 제공하는 토양 미생물 군집 연구가 증가하고 있는 추세이다. 본 연구는 2012년과 2013년 준공된 이화령과 육십령 백두대간 생태축 복원사업지와 주변 임분에서 각각 토양을 채취하여 16S rRNA 파이로시퀀싱 기법을 이용하여 토양 박테리아 군집을 분석하였다. 문(Phylum) 수준에서의 박테리아 다양성은 이화령이 평균 29.3, 육십령이 평균 32.3으로 나왔고 복원사업지와 주변 임분은 통계적으로 유의한 차이를 보였으나(p<0.01), 지리적 위치(이화령과 육십령 비교)나 토심(0~15cm, 16~30cm 비교)에 따른 유의한 영향은 나타나지 않았다. 검색된 토양 박테리아 중에서 Acidobacteria(37.3%)와 Proteobacteria(31.1%)가 가장 우점적으로 분포하는 것으로 나타났으며, 복원한 토양과 주변 임분에서 이 두 문의 박테리아 다양성 양상은 서로 상반되었다. 즉, 인공적으로 복원된 토양에서는 Proteobacteria가 높은 비율로 나타났고(38.1%, 인근 산림토양에서는 24.2%), 주변 임분에서는 Acidobacteria가 다양한 것으로 나타났다(55.4%, 복원 사업지는 19.2%). 이러한 경향은 토양의 영양상태에 따라 선호하는 박테리아 종류가 다르다는 기존의 연구 결과와 유사하였으며, 특히 Acidobacteria는 산성토양을 선호하는 등 토양산도와 밀접한 연관이 있을 것으로 생각된다. 따라서, 토양 박테리아 군집 특성은 연구지 위치나 토심에 따른 영향보다는 토양복원에 따른 영향이 더 크게 나타났고 이는 향후 토양복원의 성공여부를 정량적으로 모니터링하는데 활용될 수 있을 것으로 기대한다.

• 한국해안·해양공학회논문집
• /
• 제34권5호
• /
• pp.169-175
• /
• 2022

강 하구나 천해역 등 파랑에 의해 영향을 받는 흐름장에서의 세굴은 한 방향 흐름에서의 세굴에 비해 예측이 어렵다. 해저 교량과 같은 원형 파일 주변부에서의 세굴 예측에 있어서 주요 관심사는 최대 세굴의 깊이와 발생 지점이다. 인접한 원형 파일이 2개 이상인 경우 파일 간의 간격과 정렬 방식에 따라 최대 세굴이 발생하는 위치 및 깊이는 단일 파일일 경우와 많은 차이를 나타낸다. 본 논문은 흐름의 크기를 나타내는 무차원 변수로서 KC 수를 산정하고 파일 간격과 흐름의 크기에 따른 상관성을 분석하였다.

• 대한방사선기술학회지:방사선기술과학
• /
• 제8권2호
• /
• pp.71-72
• /
• 1985

This study was performed on the dose distribution of various field size and the effect of penumbra shield in the telecobalt unit. The results obtained are as follows. 1. Errors of the light and ${\gamma}-ray$ field size was below the regulation as 0.52 percentage. 2. The coefficient of field area was increased with the larger field area, and this coefficient was showed the more difference in larger SSD. 3. The rectangular field areas, which were described by level of the same percentage depth does, were decreased with the more elongation factor. At the same elongation factor, the compensating factor was decreased with the larger field size. 4. The lead block or extension collimator was able to shield r-ray exposure of outside field size from 50 to 80 percentage. 5. On the matching adjacent fields, while the gap between beam edges are contacted, that overlapped beam edges indicated up to 140 percentage, and while the gap was 1 cm, it could be reduced to 90 Percentage. The lead-libocking on the overlapped area was more effective to lower dose, as 80 percentage in this case. 6. Percentage depth dose of various trimming field sizes were increased linearlly according to area 1 perimeter size, but the center split field size did not maintain linearlly.

• 한국항만학회지
• /
• 제5권2호
• /
• pp.65-75
• /
• 1991

Tidal current and water level change in coastal waters are formulated in terms of mathematical models. A systematic discussion of the derivation of a set of governing equations, expressing conservation of mass and momentum is presented. A simplification is introduced by integrating all variables and equations over the total water depth, the Solution of the formulated problem is achieved by using the finite difference method(FDM). The applied study area is taken from Mokpo harbor and its adjacent coastal water which have significant hydrographical changes due to the construction of the estuary barrage and land reclamation work of estuary barren. Some comparisons with the observed current and water level changes the numerical solutions are found to be considerably fit well for the recent coastal water motion.

• Journal of Periodontal and Implant Science
• /
• 제35권3호
• /
• pp.563-575
• /
• 2005

The aim of present study is to evaluate the influence of adjacent tooth to the microbiology of clinically healthy implant. Control group included patients who had clinically healthy implant and tooth with healthy $periodontium(PD{\leq}3mm)$, test group was composed of patients who had clinically healthy implant and tooth with periodontal pocket(PD>3mm). The criteria of clinically health implant are no pain or discomfort, the restorative suprastructure provide satisfactory fit and function, and the tissue around the fixtures were firm and probing with standard periodontal probe with a rounded tip 0.5mm in diameter resulted in penetration of no more than 5mm when using a force of 0.5N at any location. 38 patients, partially edentulous subjects with endosseous root-form implants were selected. All subjects were medically healthy and had not taken systemic antibiotics and professional plaque control 3 months before sampling. Number of control group is 25(mean age $52{\pm}13$, 26 teeth, 34 implants) and test group is 13(mean age $60{\pm}13$, 13 teeth, 17 implants). All teeth and implants of each patient were examined probing depth(PD), bleeding on probing(BOP), and plaque index(PI), and samples of subgingival plaque were obtained at each site with sterile curet or fine paper points, then the plaque transferred to PBS. Obtained samples were examined for the presence of P. gingivalis, T. forsythensis, and T. denticola by the polymerase chain reaction(PCR). The relationship among clinical parameters and the colonizations by the 3 bacterial species from natural teeth and implants region were analyzed by student t-test. The results of this study were as follows: 1. PD was different in teeth between 2 groups(p<0.05), but the other parameters were not. 2. Statistically significant difference was not found in clinical parameters of implants between 2 groups. 3. All bacterial prevalences of teeth were higher in test group than in control group, and prevalence of T. forsythensis had statistically significant difference between 2 groups(p<0.05). 4. Prevalences of P. gingivalis and T. forsythensis are higher in test group than control group, and that of T. denticola is higher in control group than in test group. But there were no statistically significant differences between 2 groups. In conclusion, there is no statistically significant difference in prevalence of implant microbiology between 2 groups. But if the number of samples increased, it will be possible to find out statistical significance in prevalence of P. gingivalis. It seems that pocket of adjacent tooth influences prevalence of P. gingivalis. These results mean that improvement of the periodontal condition before implantation is very important.

• 지질공학
• /
• 제2권2호
• /
• pp.113-130
• /
• 1992

지하 심부에 발달된 파쇄대 및 단층등은 지하수의 유통통로가 되어 심부 지하수 개발과 직접적인 관련이 있다. 그러므로 지표에서 지하 파쇄대 및 단층을 탐지함은 심부 지하수 개발 대책 수립에 대단히 중요하다. 본 연구에서는 이와 같은 문제에 대한 물리탐사법의 확립을 위해 경주 보문 관관단지내에서 다수의 물리탐사법을 동원하여 종합적인 탐사를 실시 그 자료를 해석하였다. 경주지역은 자력탐사, VLF 전자탐사, 쌍극자 배열 전기탐사, CSAMT 탐사등이 실시되었다. 자려탐사의 목적은 관입암으로 추정되는 화성암의 분포상황의 파악에 VLF 전자탐사는 지표천부의 파쇄대의 탐지에 있다. 쌍극자 배열 전기탐사는 비교적 천부으 비저항 분포 및 단층 파쇄대의 탐지에 CSAMT 탐사는 비교적 심부까지의 비저항 분포 및 단층 파쇄층 탐지에 있다. 경주지역 탐사자료의 종합적인 해석 결과 자력탐사에 의해 퇴적암 하부에 발달하는 화강암의 분포상황을 파악할 수 있었으며, VLF 탐사로써 지표천부의 다수의 파쇄대를 확인하였다. 자력탐사와 전기탐사 그리고 전기탐사의 종합적인 해석에 의해 거의 남북 방향으로 달리는 구조선 및 비저항 분포 상태를 파악할 수 있었으며 이에 의하여 시추가 추천되었다.