• 한국조경학회지
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• 제18권3호통권39호
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• pp.39-56
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• 1990

The purpose of this study is to analyze the roadside slope of mountainous Parkway. 48 sites were selected by Random Ranking Sampling. This study was researched on the slope condition with the cause of occurrence, the situation of fundamental engineering works and vegetation on slopes. The main results of this research are summarized as follow ; 1. Slope shapes are shown nine types in cut slope and four types in fill slope. 2. Generally, fill slopes are larger than cut slopes in slop area. 3. Grade is more steep than standard grade. 4. Main engineering works, which constructed for slope stability, are terracing, side-ditch wall, channel, concrete trellis works and wire fence. 5. Roundabout channel were many constructed within the sector of Ukmojeong-Deokdong, but were few constructed within the sector of Banseon-Seongsam pass and Cheoneun Temple-Seongsam pass. 6. Most. of side-ditch wall were constructed of concrete and wet-masonry. 7. In vegetation works, many exterior species were selected. 8. Planting pattern was not combinated with the national park landscape.

• 한국수자원학회논문집
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• 제36권1호
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• pp.87-104
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• 2003

지표면 유출과 하천 유출 통으로 구성된 동일한 홍수유출모형 SIRG-RS를 소유역과 대유역에 적용하였다. 지표면 유출로부터의 유입 방법, 하천 접합부에서의 계산방법, 급경사 산지하천에서의 에너지손실 계산 등에서 개선책을 강구하였다. 마찰력 산정을 위하여 레이놀즈수와 조고비의 함수인 지수형 마찰계수 산정식을 도입하였다. 또한 지수형 마찰계수 산정식은 실험자료뿐 아니라 최근 입수한 현장 관측자료를 사용하여 개선하였다. 개선된 모형은 대규모의 유역과 아주 작은 크기의 소유역에도 적용하였는데, 두 가지 경우 모두 관측자료와 비교하여 양호한 계산 결과를 얻었다.

• 한국지형학회지
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• 제28권3호
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• pp.13-26
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• 2021

In mountain gully, channelized debris flow is an important phenomenon in the process of topographical change. Social infrastructure as roads may be damaged by channelized debris flows, but there has been little information about their occurrence and movement to prepare for the risk of the debris flow. Most of the channelized debris flows occur during heavy rains in mountainous valleys that are difficult to access, so there are not many field data. In this study, the topographical characteristics of the catchment, the rainfall and runoff related to the debris flow, the sedimentary pattern and the cross-sectional change of the channel bed, and the underflow velocity of the gravel bed have been investigated and analyzed in the Singi gully where the channelized debris flows occurred. In the catchment, there was almost no sediment runoff because the vegetation combine with the debris landforms and covered the surface. Therefore, the obvious cause of the channelized debris flows is the collapse of the slope and bed of the gully. Even if the gravel, cobbles, and boulders of the channel bed were lost by debris flow, the thalweg change due to debris flow may not be significant because they are supplied from the gully side slope normally. After the gabion structures were installed, the debris flow increased the thalweg change, bed erosion and side slope of the gully. Various sedimentary structures in the gully were classified according to the factors supporting the sedimentation. The hypsometric curve of the gully reflects the debris landforms and vegetation characteristics of the watershed and the sediment runoff due to debris flow, etc. The relationship between the flow velocity and the hydraulic gradient was non-linear under the condition that the porous medium with gully bed gravels is saturated with water. These results may be used as basic data for channelized debris flow research.