• 한국농촌건축학회논문집
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• 제6권2호
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• pp.31-42
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• 2004

Although the coastal area of Jeju has already been developed, it has high pressure and demands for development continually increasing due to the increase of tourism and leisure activities. Therefore, the purpose of this study is to present objective guidance for the planning of the buildings on the seaside road with a view which have the largest impact on coastal landscape in order to enhance its visual quality. The results of this study are as follows : 1) It is chief element to make guidance for the use and planning of buildings in the conservation of the coastal landscape. 2) The D/H ratios which immediately influence an angle of elevation are different one another for the whole street. To ensure a sense of openness for the landscape, it is needed to maintain under $27^{\circ}$ angle of elevation, which demands 1~3 D/H ratio. 3) It is important to make 2.4 visual blockage ratio for whole street, but the actual condition is 4.48 ratio on average. To bring down the visual blockage ratio, the W/D ratio needs to be regulated. 4) Various techniques are also needed for lively building styles going with coastal landscape.

• 한국주거학회논문집
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• 제15권3호
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• pp.53-62
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• 2004

Recently the landscape of housing has been emphasized. This trend seems to reflect the negative aspects of housing landscape in urban area. Throughout the analysis on the various visual density index, the following findings were obtained; 1) Elevation blockage ratio(EBR) was permitted differently according to the types of housing blocks, and the preference of block layout was different to the location of site. 2) EBR regulation level was acceptable. But 40m level of general area should be stepped up to the 35m level. 3) The correlation between the floor area ratio(FAR) and the EBR was not high. Therefore it is reasonable to regulate the EBR to the location. 4) Elevation coverage ratio(ECR) was highly correlated with the FAR. It means that FAR can substitute for the ECR, and ECR should be regulated to the level of FAR.

• 한국농촌건축학회논문집
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• 제19권4호
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• pp.77-85
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• 2017

In order to preserve beautiful coastal areas landscapes of Jeju Island's the landscape resource, Jeju Special Self-Governing Province is dedicated to protecting the landscape through legal regulations and deliberations. However, the Coastal Landscape of Jeju Island was continuously damaged by due to increased tourist and high development pressure. Based on buildings along the Coastal Road in Aeowal of Jeju Island, this study focused on Management Status of Coastal Areas Landscapes through the Analysis of Building Landscape Elements. As a result, 1) It was effective to limit the use and scale of buildings through legal regulations such as Use zoning. 2) The result of analysis on the physical landscape elements of buildings showed some of the them have the damage values despite passing the review of Architecture Committee. Therefore Landscape Policies required institutional maintenance. 3) As physical landscape Elements of buildings is a minimum quantitation criterion of not less than 1.5 for D/H, or less than a factor of $27^{\circ}$ for angle of elevation and not less than 7.8m for elevation blockage ratio was presented as a criterion for preventing damage to the minimum Coastal Landscape.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.521-521
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• 2015

This study evaluated the gap filler radar as an implementation of the 1.5 km CAPPI data in Korea. The use of the 1.5 km CAPPI data was an inevitable choice, given the topography of the Korean Peninsula and the location of the radar. However, there still exists a significant portion of beam blockage, and thus there has been debate about the need to introduce the gap filler radar (or, the gap-filler). This study evaluated the possible benefits of introducing gap-fillers over the Korean Peninsula. As a first step, the error of the radar data was quantified by the G/R ratio and RMSE, and the radar data over the Korean Peninsula were evaluated. Then, the gap-fillers were located where the error was high, whose effect was then evaluated by the decrease in the G/R ratio and RMSE. The results show that the mean values of the G/R ratio and RMSE of the 1.5 m CAPPI data over the Korean Peninsula were estimated to be about 2.5 and 4.5 mm/hr, respectively. Even after the mean-field bias correction, the RMSE of the 1.5 km CAPPI data has not decreased much to be remained very high around 4.4 mm/hr. Unfortunately, the effect of the gap-filler on the 1.5 CAPPI data was also found very small, just 1 - 2%. However, the gap-filler could be beneficial, if the lowest elevation angle data were used instead of the 1.5 km CAPPI data. The effect of five gap-fillers could be up to 7% decrease in RMSE.

• 한국지구과학회지
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• 제36권1호
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• pp.109-124
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• 2015

레이더 반사도를 이용한 강수추정의 개선을 위해 새로운 접근 방식인 경북대학교에서 개발한 하이브리드 고도면을 이용한 강수량 추정기법(Hybrid Surface Rainfall, KNU-HSR)을 사용하였다. KNU-HSR기법은 지형에코와 레이더 빔차폐의 영향을 받지 않는 2차원 하이브리드 고도면에서의 반사도를 이용하여 강수량을 추정한다. 본 연구에서는 정적 HSR 및 동적 HSR기법이 사용되었으며 비교 검증되었다. 정적 HSR은 빔차폐지도와 지형에코지도를 사용하며, 동적 HSR은 정적 HSR에 추가적으로 실시간 퍼지로직 품질관리를 통한 품질지수지도를 사용한다. 검증을 위해 상관계수(correlation coefficient), 총비율(total ratio), 평균편의(mean bias), 정규화된 표준편차(normalized standard deviation), 평균 상대오차(mean relative error)를 사용하였으며, 10개 강우사례의 지상우량계 강우자료를 이용하여 두 HSR의 강우추정 성능을 평가하였다. 모든 검증지수에서 동적 HSR은 반사도 보정을 하지 않은 정적 HSR에 비해 더 우수한 성능을 보였다. 동적 HSR은 레이더로부터 근거리에서는 과대추정하였으며 원거리에서는 빔 폭 확장 및 빔 고도증가로 인해 과소추정하였다. 동적 HSR의 정규화된 표준편차와 평균상대오차는 레이더로부터의 거리에 관계없이 가장 좋은 결과를 보였다. 정적 HSR은 약한 강우강도에서 상당히 과대추정하였으나 동적 HSR은 모든 강우강도에서 1.0에 총비율을 보였다. 반사도의 시스템오차 보정 후, 동적 HSR의 정규화된 표준편차와 평균상대오차는 각각 약 20%와 15%로 개선되었다.

• 한국지리정보학회지
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• 제13권1호
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• pp.155-163
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• 2010

NASA의 Terra 위성에 탑재된 ASTER는 기선고도비 0.6, 15m 해상도의 along-track 디지털 스테레오 영상자료를 제공한다. $43km{\times}50km $ 지역에 대한 ASTER 스테레오영상으로부터 ENVI 4.1 소프트웨어의 자동 스테레오 상관처리과정을 실행하여 $15m{\times}15m$의 DEM을 추출하였다. ASTER DEM의 정확도를 1:25,000축척의 수치지형도로부터 얻은 DEM을 기준으로 하여 분석한 결과, 높이에서 RMSE ${\pm}7{\sim}{\pm}20m$를 나타냈다. RMSE ${\pm}10m$를 초과하게 하는 요인들로서 구름지역, 수역, 건물지역들을 제외한 지역들의 DEM 정확도는 5.789m의 RMSE를 나타냈다. 따라서 본 연구에서는 구름지역과 그림자 지역을 토지피복 분류에 의해 검출하여 추출된 ASRER DEM(엄밀히 말해서 DSM) 상에서 그 부분들을 제거한 다음, 밴드간 연산기법을 이용하여 이 부분을 수치지형도로부터 추출한 DEM으로 대치함으로써 지형정보의 정확도를 높이고자 하였다.