• Title/Summary/Keyword: water gate

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Two-dimensional Numerical Modeling of Water Quality Variation by Gates Operation in the Seonakdong River (수문운영에 따른 서낙동강 수질변화에 관한 이차원 수치모의)

  • Lee, Namjoo;Kim, Young Do;Kwon, Jae Hyun;Shin, Chan Ki
    • Journal of Korean Society of Water and Wastewater
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    • v.21 no.1
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    • pp.101-112
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    • 2007
  • This study has used RMA2 model and RMA4 model, which are depth-averaged two-dimensional flow and water-quality prediction models, to analyze the variation of the water-quality by the gates operation in the Seonakdong River. Sensitivity analysis is performed to get the Manning coefficient and the coefficient of eddy viscosity for RMA2 model, and to get the diffusion coefficient for RMA4 model. Since the numerical simulation using RMA2 and RMA4 models did not consider tributary pollutant load except for that of Joman River, it could make a little difference from the natural phenomenon. Nevertheless, the numerical simulation shows that the discharge of $30m^3/s$, which is the continuous inflow from the Daedong-gate, can make it possible to achieve the target water-quality (BOD 4.3mg/L) of Nakbon-N watershed about 10 days later if the Daejeo-gate could remain opened in connection with the Noksan-gate operation.

Application of Solar Energy System for Agricutular Facility (농업용 수리시설의 태양광 시스템 적용)

  • Chung, Kwang-Kun;Lee, Kwang-Ya;Kim, Hea-Do
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.1964-1969
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    • 2006
  • In order to solve the problem of the existing gate it developed the solar energy gate. The solar energy gate quotient a friction force from the area contact which will call improved with line contact and it diminished. Because of the result, The operation power of the gate came to be small and the small-sized of the motor was possible. From the small-sized of the motor, the solar energy system introduction was possible and the expense for the production establishment of the gate was diminished. From KRC in 2005 demonstration it establishes the solar energy gate in nationwide 50 places and characteristic the monitoring efficiently.

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A Numerical Simulations on the Flow over Ogee Spillway with Tainter Gate (테인터수문이 설치된 월류형 여수로에서의 흐름에 대한 수치모의)

  • Kim, Dae-Geun;Park, Jae-Hyun;Lee, Jae-Hyung
    • Journal of Korea Water Resources Association
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    • v.37 no.8
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    • pp.675-685
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    • 2004
  • In this study, overflow behaviors through a partially open tainter gate mounted on a standard ogee spillway were investigated by using the FLOW-3D. The results indicated that the discharge coefficient is in the range of 0.685 to 0.723. A relation of gate-controlled discharge to free discharge was proposed and a reasonable correlation between the free and controlled discharge was obtained. Pressures on the spillway crest and the gate were also investigated. As the gate opening rate decreases with a fixed gate opening height and the gate opening height increases at a fixed gate opening rate, negative pressures on the spillway crest and the dimensionless maximum pressures on the gate increase.

Development of the Design System for a Small and Medium Watergate (중소형 수문 설계 시스템 개발)

  • 김인주;김일수;박창언;성백섭;송창재
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2001.04a
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    • pp.535-539
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    • 2001
  • The aim of this paper presents to develop a computer-aided design system for water gate on AutoCAD R2000system. The developed system has been written in AutoCAD and Visua ILISP with a personal computer, and is composed four modules which are the gate-lifter input module, guide-frame input module, template input module and upgrade module. Based on knowledge-based rules, the system is designed by considering several factors, such as width and height of a water gate, material, object of product and maximum depth of water. Employing the developed system enable the designer and manufactures of water gate to be more efficient in this field, and its potential capability for enhancement included FEM(Finite Element Method) and quotation system.

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The Estimation of Water Quality Changes in the Keum River Estuary by the Dyke Gate Operation Using Long-Term Data (장기관측자료에 의한 금강하구둑 수문조작에 따른 수질 변화 평가)

  • KWON Jung-No;KIM Jong-Gu;KO Tae-Seung
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.34 no.4
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    • pp.348-354
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    • 2001
  • This study was conducted to estimation of change characteristics for water quality by the dyke gate operation in the Keum River estuary. The estimation data made use of surveyed data in Keum River estuary by NERDI (National Fisheries Research and Development Institute) during $1990\~1999$. Shown to compare water quality changes at st. A and st. D in Figure 1, the concentrations of TSS, COD and nutrients at st. A were as high as about $2\~4$ times than those at st. D due to affection of fresh water discharge in the Keum River. The percentages of water quality change at surface water by dyke gate operation in the Keum River estuary were shown that TSS (Total Suspended Solid) was decrease to $56\%,\;47\%$ at st. A and D, and COD (Chemical Oxygen Demand) was increase to $68\%,\;71\%$ at st. A and D, respectively. The changes percentage of DIN (Dissolved Inorganic Nitrogen) by dyke gate operation in the Keum River estuary were increase high to $95\%$ at surface water and $7\sim30\%$ at bottom water, but those of DIP (Dissolved Inorganic Phosphorus) were increase to $2.8\sim8.6\%$ at surface water and $28\%$ at bottom water. The range of fluctuation for water quality at each station by dyke gate operation has shown that salinity and TSS are little better than before dyke gate operation, but COD show highly fluctuation. Also we studied estimation of characteristics of water quality change by the season, COD was increased except the summer, TSS was decreased to all season. DIN was increased to about $61\sim172.1\%$ for all season, but DIP was increased to the spring and decreased to the autumn, DIN enrichment in the estuary by dyke gate operation are interpreted to improvement of organic matter decomposition and nitrification by increasing the residence time and to increase nutrient flux in sediments due to decreasing dissolved oxygen and increasing a deposit matter.

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Numerical Simulation of Water Quality Enhancement by Removal of Contaminated Bed Material (하상오염물 제거에 의한 수질개선효과 수치모델링)

  • Lee, Nam-Joo
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.3
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    • pp.349-357
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    • 2011
  • This study has an objective to estimate effect on water-quality enhancement by removal of contaminated river-bed material using a two-dimensional numerical modeling in the Seonakdong River, the Pyunggang River and the Maekdo River. RMA2 and RMA4 models were used for flow and contaminant transport simulation, respectively. After the analysis of the effects of flow restoration plan for the Seonakdong River system made by Lee et al (2008), simulation have been performed about scenarios which contains operations of the Daejeo Gate, the Noksan Gate, the Makdo Gate (on planning), and the Noksan Pumping Station. Because there is no option for elution from bed sediment in the RMA4 model, a simple technique has been used for initial condition modification for elution. The analyses revealed that the effect on water quality improvement due to dredging of bed sediment seemed to be less than 10 % of the total effect. The most efficient measure for the water quality improvement of the river system was the linked operation of water-gates and pumping station.

Simulation of Pollutants Transport using 2-D Advection-Dispersion Model near Intake Station (2차원 이송-확산모형을 이용한 취수장 인근에서의 오염물질의 혼합거동 모의)

  • Kim, Jae-Dong;Kim, Young-Do;Lyu, Si-Wan;Seo, Il-Won
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.791-794
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    • 2008
  • The transport and dispersion of pollutants in natural river is a principal issue in intake station management. To study the pollutant transport in natural rivers, the effect of meandering and confluence of tributary on mixing process have to analyzed. The objective of this study is to simulate the mixing and transport of pollutants for operating water gate of Nakdong Estuary Barrage around the intake station. Mulgeum intake station being used as drinking water sources for Pusan. The flow around the intake station is influenced by operating water gate of Nakdong Estuary Barrage which is located downstream. The water gate system includes ten individual gates. The minor gate is usually opened according to elevation of the sea. When the river flow increases, the main water gate is opened. Daepo stream, tributary of the Nakdong river, is on opposite side of the intake station. The pollutants from Daepo stream often flows into the intake station acoording to the flow pattern. In this study, based on this simulation results, proper water gate operation which can minimize negative impact will be provided.

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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.