• Title/Summary/Keyword: berm

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A Study on the Flow Characteristics of Debris Flow Using Small-scaled Laboratory Test (실내 모형실험을 통한 토석류 흐름 특성 연구)

  • Ryou, Kukhyun;Chang, Hyungjoon;Lee, Hojin
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.22 no.4
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    • pp.235-245
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    • 2021
  • Recently, the frequency of torrential rain is increasing due to climate change, which causes a large amount of debris flows. The purpose of this study was to understand the flow characteristics of debris flow according to the change in channel slope and volumetric sediment concentration and to analyze the effects of a berm on the flow characteristics of debris flow. The flow characteristics of debris flow, such as flow velocity, flow depth, Froude number, and flow resistance coefficients, were calculated using laboratory tests. The effect of a berm was analyzed by comparing the experimental results of a linear channel with those of a one-stepped channel. The results showed that the channel slope affected the flow velocity and flow depth, and the volumetric sediment concentration affected the flow velocity and flow depth, Froude number, and flow resistance coefficient. Moreover, as a berm was installed, the flow velocity and flow depth decreased by up to 26.1% and 71.2%, respectively. This means that installing a berm reduces the flow velocity, thereby reducing the mobility and kinetic energy. These results provide useful information to understand better the flow characteristics of debris flow and the effectiveness of a berm.

The Efficient Berms for Restraining Excessive Deformation Caused by Deep Excavations in Urban Area (도심지 버팀 굴착시 과도 변헝 억제를 위한 효율적 소단)

  • 양구승;박기태
    • Journal of the Korean Geotechnical Society
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    • v.15 no.4
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    • pp.43-56
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    • 1999
  • The use of berms can be an effective method to restrain excessive movements of wall and ground caused by deep excavations in urban area. But generally in construction sites, no berm remains for the sake of construction convenience or the geometry and magnitude of remaining berm is determined by individual experiences due to scarce research results. In this research, laboratory model tests and numerical analyses are used mainly for sandy soils. And efficient berms for restraining excessive movements by deep excavations are analyzed. Model tests were performed for the cases of cantilever and braced wall excavations, and the behaviors of retaining wall were analyzed according to the geometry and magnitude of berms. And also, numerical methods were used for analyzing efficient berms which are available in the soil and construction conditions in urban areas of Korea.

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The Experimental Study for Variance of Depositation Due to Sediment Volume Concentration of Debris Flow (토석류의 토사체적농도에 따른 퇴적 특성 변화에 관한 실험 연구)

  • Choi, Youngdo;Kim, Sungduk;Lee, Hojin
    • Journal of Korean Society of Disaster and Security
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    • v.15 no.3
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    • pp.15-21
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    • 2022
  • The purpose of this study is to investigate the sedimentation area and runout distance in the downstream when debris flow occurred on a mountain slope through an experimental performance. Super typhoons and torrential rains caused by climate change cause large-scale debris flow disasters in the downstream areas of mountainous areas, mainly where sediments are deposited and flowed downstream. To analyze the characteristics of the sediment deposited downstream, the disposition area and runout distance were investigated through experiments in the case of a straight channel and channel with berm, respectively. As experimental conditions, changes in sediment volume concentration and channel slope, and channel with or without berm, reduction rates in sedimentation area and runout distance were investigated. In the straight channel, the steeper the channel slope and the lower the sedimentation concentration, the sedimentation area and runout distnace were increased. In a channel with berm, the runout distance and sediment area increased as the slope became steeper and the sediment area decreased.

Textural Characters of the Overwash Mark Sediments on the Berm of the Nobong Beach Environment, East Sea of Korea (동해안 해빈(노봉 해빈) 환경의 Overwash Mark 퇴적물의 조직 특성)

  • 박용안;최경식;김수정
    • The Korean Journal of Quaternary Research
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    • v.14 no.1
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    • pp.1-5
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    • 2000
  • During the last three years (1997∼2000), a research project of beach dynamic environmental process and dynamic nature of the Nobong Beach, East Sea of Korea has been carried out for a better understanding of beach cycle (winter and summer). In fact, however, this paper deals with a particular feature of beach dynamics, that is, overwash process of overwash water and its sediments. The overwash mark sediments (OMS) are analyzed to understand various textural characters.

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Sediments Distribution and Micro-topographical Landscape Changes of a Composite Mixed Beach - Padori Beach in Taean National Park - (혼합해빈의 퇴적물 분포 특성과 미지형 경관변화 - 태안해안국립공원 파도리 해빈을 중심으로 -)

  • LEE, Won Young;SUNG, Hyo Hyun
    • Journal of The Geomorphological Association of Korea
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    • v.20 no.4
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    • pp.1-13
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    • 2013
  • Padori beach is one of the representative composite mixed beach in Korea and shows divert geomorphic landscape change. It belongs to the Taean National Park. The purpose of this study is to clarify movement mechanism of sediments from sediment distribution of Padori beach associated with morphology. In addition, it is to explain morphological landscape change under different wave and tide condition in the composite mixed beach consisting of a dissipative low tide terrace and a reflective beach face with a high tide range of 5 to 7m. The results of this study are: First, the mean grain size of sediments becomes smaller from the south of the beach, where there is a wide wave-cut platform, to the north because gravels are supplied from the wave-cut platform as well as sea-cliff in the south of the beach. A sedimentation pattern of the sandy gravel on the beach face and gravel on the berm, and gradation phenomena of grain size on cross-shore and alongshore direction in the beach can be explained with a pattern of sediment movement, overpassing, in the composite mixed beach. Second, micro-topography on beach face and berm were changed depending on effects of wave height and tide. As a result, in low-wave energy environments, a berm is developed in large size, and beach cusps are formed on the upper beach face, while in high-wave energy environments, a berm is built up in relatively small size, and mixture of sediments occur on the upper beach face.

Effect of Wave Focusing Structures in Combined Waves and a Current (파랑과 흐름의 혼합하에서 파랑집적구조물의 영향)

  • Lee, J.W.;Cheung, K.F.
    • Journal of Korean Port Research
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    • v.8 no.2
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    • pp.67-77
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    • 1994
  • A time-domain numerical model is developed to examine the performance of a wave energy focusing structure in combined waves and a current. With the current assumed to be slow and the structure fully submerged, the wave-current interaction problem is reduced to a wave scattering problem in a uniform current. The diffraction of incident waves around a narrow berm is considered. The shape of the berm is defined by a parabola, imitating that of an optical reflector. The energy focus is achieved by reflecting the incident waves through a predetermined focal point. Through the numerical simulations, the numerical model is shown to be effective in modeling the wave-current interaction problem, and the current speed and direction are shown to affect significantly the location, amplitude and sharpness of the focus.

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A Study on the Recent Sediments of Han River -Grain Size, Heavy Minerals and Trace Elements- (한강유역(漢江流域)의 현생퇴적물(現生堆積物)에 관한 연구(硏究) -입도(粒度), 중광물(重鑛物) 및 유용원소(有用元素)를 중심(中心)으로-)

  • So, Chil Sup;Lee, Ki Hyung
    • Economic and Environmental Geology
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    • v.7 no.3
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    • pp.87-100
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    • 1974
  • This paper deals with grain size analysis, heavy mineral analysis and trace element analysis of the recent sediments of Han River basin between Cheongpyong, Gyeonggi province and Seoul. For each location the samples are taken at river shoreline, river berm and river dune. The size analysis discloses that the mean values range from $-1.37{\phi}$ to $-1.60{\phi}$, sorting values range from 0.25 to 1.84, skewness values range from -0.44 to 0.51 and kurtosis values range from -0.1 to 1.75. Based on the textural parameters, the dune sand can be distinguished from the shoreline-berm sand. The content of heavy minerals of each sample ranges from 0.04 to 4.7%. The principal heavy minerals are ilmenite, magnetite, leucoxene, garnet, amphibole, pyroxene, kyanite, zircon, monazite, tourmaline, epidote, limonite, and minor minerals are apatite, sillimanite, andalusite and olivine. In general, dune sand samples contain more heavy minerals than the samples of shoreline or berm sand. This suggests that the heavy mineral concentration is affected by wind action more than by any other causes. The content of ilmenite and leucoxene decreases, whereas the content of zircon and epidote increases as it approaches the downstream region. The differences result from the variance of geological occurrences. The emission spectrochemical analysis and colorimetry analysis revealed that the content of Ni and V in the heavy minerals of the study area are higher than those of other stream sediments in Korea. On the other hand the content of Cu, Ph, Zn, Mo, W, P, Mn, Cr, Ag and Sn are lower in the study area. It has been observed also that the contents of all the elements except for Bi are higher in this area than the samples of marine sediments of Yellow Sea.

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