• Title/Summary/Keyword: 여울

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A Case Study of the Habitat Changes for the Fish Community due to the Restoration of Pool-Riffle Sequence (여울-소 출현 복원을 통한 다양한 어종의 서식처 변화 연구)

  • Choi, Heung Sik;Choi, Jonggeun;Choi, Byungwoong
    • Ecology and Resilient Infrastructure
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    • v.7 no.1
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    • pp.53-62
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    • 2020
  • The present study aimed to investigate the impact of the restoration of the restoration technique on fish habitat using a physical habitat simulation in the Wonju-cheon Stream, Korea. The target species were Pungtungia herzi, Zacco platypus, and Zacco Koreanus, a dominant and sub-dominant species in the Wonju-cheon Stream. The River2D model was used for the computation of the flow and the habitat suitability index model was used to estimate the quality and quantity of habitat using habitat suitability curve. To assess the impact of pool-riffle sequence on change of fish habitat, this present study conducted using the each representative distance, namely, 50 m, 100 m, 200 m, and 300 m. Simulation results indicated that the pool-reffle sequence significantly increased the habitats for the target species than the result without considering pool-riffle sequence. On average, 53% of the Weighted Usable Area (WUA) increased due to pool-riffle sequence in the study area.

Sediment Transport Calculation Considering Cohesive Effects and Its Application to Wave-Induced Topographic Change (점착력을 고려한 표사유동 수치모델의 제안과 파랑에 의한 지형변동의 적용성 검토)

  • Cho, Yong Hwan;Nakamura, Tomoaki;Mizutani, Norimi;Lee, Kwang-Ho
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.25 no.6
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    • pp.405-411
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    • 2013
  • A sediment transport calculation considering cohesive force is proposed to deal with the transport phenomena of cohesive sediment. In the proposed calculation, each sand particle is assumed to be surrounded by a thin layer of mud. The critical Shields parameter and bed-load sediment transport rate are modified to include the cohesive force acting on the sand particle. The proposed calculation is incorporated into a two-way coupled fluid-structure-sediment interaction model, and applied to wave-induced topographic change of artificial shallows. Numerical results show that an increase in the content ratio of the mud, cohesive resistance force per unit surface area and water content cause increases in the critical Shields parameter and decreases in the bed-load sediment transport rate, reducing the topographic change of the shallow without changing its trend. This suggests that mixing mud in the pores of the sand particles can reduce the topographic change of shallows.

A study on historical changes of landforms and habitat structures in the mid-stream of the Mangyeong River by weirs (보 설치로 인한 만경강 중류의 하천지형과 서식처 구조 변화에 관한 연구)

  • Choi, Mikyoung;Kim, Ji-sung;Ock, Giyoung;Jung, Kwansue
    • Journal of Korea Water Resources Association
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    • v.52 no.spc2
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    • pp.791-799
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    • 2019
  • This study explained the historical changes in the habitat structures based on the aerial photographs (1948, 1967, 1973, 1989 and 2010) of the mid-stream reach of the Mangyeong River. The habitat structure was divided into landforms and aquatic habitats. The landform was classified into bare land, vegetated land, water surface, farmland and artificial land. The aquatic habitat was classified into natural riffle, artificial riffle, run, head wando, tail wando, mid wando, pond and chute channel. The ratio of bareland decreased, and water surface and vegetated land increased after the excavation in 1970s and since the construction of weir in 1980s. As historical changes of aquatic habitat, ratio of run decreased sharply while mid wando increased sharply. aquatic habitats such as head wando, tail wando, and pond located on bars decreased dramatically.