• Title/Summary/Keyword: Sluice Gate

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The Gate Operation for Bolstering up Fish Migration in the Nakdong River Estuary (낙동강하구의 어류 이동성 향상을 위한 수문운영 방안 제안)

  • Jeong, Seokil;Han, Jeong-Ho;Lee, Ji-Young;Kim, Hwa-Young
    • Korean Journal of Environment and Ecology
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    • v.36 no.5
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    • pp.468-480
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    • 2022
  • Although the construction of the Nakdong River Estuary Barrage (NEB) improved the water supply in the region, it cut off the longitudinal connectivity of the estuary aquatic ecosystem. Thus, the social demands for opening the NEB have been continuously raised, and the efforts to restore the aquatic ecosystem of the Nakdong River estuary began in 2017. Many fish species have inhabited the Nakdong River estuary. Since their habitat and migration characteristics vary widely, the sluice gate operation considering them is essential for the restoration of the aquatic ecosystem. Therefore, in this study, we monitored the fish species living and migrating in the Nakdong River estuary and analyzed the possibility of smooth movement of for each fish species by calculating the average flow velocity according to the type and the height of the gate opening. Moreover, we selected the target fish species for each month and suggested the sluice gate operation according to the depth of the main habitat to present the measures that are ideal for optimal restoration of the aquatic ecosystem in the Nakdong River estuary area.

Estimation of Hydraulic States Caused by Gate Expansion in Asan Bay (아산만 방조제 배수갑문 확장사업에 따른 주변해역 수리현상 변화 검토)

  • Park, Byong-Jun;Lee, Sang-Hwa
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.20 no.2
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    • pp.184-193
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    • 2008
  • The gate expansion was planed to increase discharge capacity of gate structure at sea dike in Asan Bay. So it was estimated for changing of hydraulic states in Pyeongteak Harbor Zone caused by gate expansion, using Delft3D, FLOW-3D and hydraulic physical scale model testing. In result, the influence of gate expansion was indicated to be weak.

Fatigue Analysis of Sluice Gate Trunnion (배수갑문 트러니언의 피로해석)

  • Cho, Jae-Yong;Kim, Kwan-Ho;Cho, Young-Kweon;Lee, Joon-Gu
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.557-558
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    • 2009
  • Fatigue analysis of trunnion on Saemangeum bridge was performed. Trunnion is the some kind of bracket structure between the gate and the bridge peer with varying load by sea water level variation. The result shows some difference with ordinary structures.

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Traits of Water Level Control by Sluice Gates and Halophyte Community Formation in Saemangeum (새만금 배수갑문 수위조절 특성과 염생식물 군락지 형성에 관한 연구)

  • Sin, Myoung-Ho;Kim, Chang-Hwan
    • Korean Journal of Environment and Ecology
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    • v.24 no.2
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    • pp.186-193
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    • 2010
  • In order to examine the traits of sluice gate water control, halophyte community formation and their inter-relations in Saemangeum, both water level condition and halophyte community formation were analyzed periodically and spatially on the topographic map with Surfer, Saemageum Spatial Analysis System, and related field reports. The traits of water level condition are that average water level in the growing period of halophytes was similar to annual average water level, annual low level and high level appeared in the growing period, and water level was usually maintained within a range of -1.0m~0.5m above mean sea level, but it has changed more frequently year by year. Routine water level control, natural disaster prevention, construction, and civil appeal took major percentages of the reasons for sluice gate's opening and shutting. Since 2007, not only the overall control frequency of sluice gate but also its control frequency for construction and natural disaster prevention have increased outstandingly. Halophyte community had formed at a rate of 1,209ha/year in the 4,315 ha land in 2008, 6.3 times larger than in 2005, and 2,382 ha above around 1.0m was estimated to be artificially vegetated, 89.1 % of the 2,673ha-size sown area. High water level was found to be a more possible determinant than average water level or low water level in halophyte community formation and it was thought to be secondary factors whether tillage was conducted or/and whether surface sealing formed.

A Study on the Influence of the Saemangeum Sluice-Gates Effluent Discharge using the Particle Tracking Model (입자추적 실험을 이용한 새만금 배수갑문 유출수의 영향 범위 연구)

  • Cho, Chang Woo;Song, Yong Sik;Bang, Ki Young
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.32 no.4
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    • pp.211-222
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    • 2020
  • This study suggested a method calculating the influence of effluent discharge from Saemangeum sluice-gates using the particle tracking model. For 2017, we presented the seasonal effects of effluent discharge as probability spatial distributions and compared with the results of the water age, one of the indicators of transport time scale. The influence of sluice-gates effluent discharge increases radially around Sinshi or Gaseok gates, which are expected to be biased toward the south in winter and north in summer due to the effect of seasonal winds. Although the results of the prediction are limited to the 2017 situation, the method of calculating the influence of sluice-gates effluent discharge using the Lagrangian particle tracking model can be used to predict the future of the around Saemangeum.

Methods for Flood Runoff Analysis of Main Channel Connected with Interior Floodplain : II. Application for Analysis of Flood Runoff in Estuarine Lake (제내지와 하도를 연계한 하천유역의 홍수유출해석기법 : II. 하구호 유출해석에의 적용)

  • Jang, Su Hyung;Yoon, Jae Young;Yoon, Yong Nam;Kim, Won Seok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.1B
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    • pp.89-98
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    • 2006
  • In this study, a method for flood runoff analysis in main channel connected with interior floodplain, is applied for evaluation of hydraulics of Sapgyo lake for the purpose of flood protection by considering tidal effect of West Sea and runoff from the watershed. Especially, operational condition of sluice gate was explicitly modeled in conjunction with various runoff scenarios from watershed. The change in hydraulics of main channel and interior floodplain was found to be predominantly affected by tidal effect, and explicit modeling of gate operation made possible the evaluation of hydraulic characteristics of different alternatives. Until now, such an analysis was not made due to the lack of models with such capability, however, with the proposed method, it is possible to perform such an analysis and is thought that the proposed method can be a valuable tool for flood protection planning.

Numerical Simulation of Submerged Hydraulic Jump Using k-ω SST Turbulence Model (k-ω SST 난류모형을 이용한 수중도수의 수치모의)

  • Choi, Seongwook
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.44 no.3
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    • pp.329-336
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    • 2024
  • In the case of multi-function weirs installed in Korea, the free hydraulic jump or the submerged hydraulic jump is occurred depending on the height of the gate opening and the tailwater level when the sluice gate of the movable weir is partially opened. In this study, the submerged hydraulic jump for the flows under the sluice gate were simulated and the mean flow, turbulence statistics, and relative water depth are investigated using numerical simulation. For numerical simulation, the unsteady Reynolds-averaged Navier-Stokes equation, volume of fluid method, and k-ωSST turbulence model were used. The numerical model was validated using the results of other researchers' previously performed experiments, and it was investigated that the numerical model appropriately simulates the two-phase flow in the hydraulic jump. In addition, the distribution of mean flow, turbulence statistics, and the length of recirculation region was investigated.

Tidal behavior changes in Mangyeong reservoir area with permitting sea-water intrusion through the sluice gate (만경수역 해수 유통시 조석환경변화 고찰)

  • Kwun, Soon-Kuk;Park, Yeong-Wook
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2001.10a
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    • pp.21-24
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    • 2001
  • As one of the phil-environmental alternative plan of Saemankeum project, gradual development is recommended. The procedure of the Saemankeum project start with the completion of 32 km long sea-dikes which contains two discharge gates until the year 2004. Second step is pre-development of Mangyoung area permitting temporary intrusion of sea water, i.e. tides, by the opening of discharge gate until the environmental evaluation on the water quality of this area secures permanent meet to government's water quality standard. Therefore this study is to predict the future condition of this tidal flat with the point of view tidal environments, salt, water quality, soil mechanics, etc. of Mangyoung area when the sea water still passed in the inland reservoir through the discharge gate.

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