• Title/Summary/Keyword: Multipurpose Dam

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Multipurpose Dam Operation Models for Flood Control Using Fuzzy Control Technique ( II ) - Simulation of Historical Flood Events - (퍼지제어모형을 이용한 다목적 댐의 홍수조절모형 (II) - 과거홍수사상에 대한 적용 -)

  • Shim, Jae-Hyun;Kim, Ji-Tae;Cho, Won-Cheol;Kim, Jin-Young
    • Journal of the Korean Society of Hazard Mitigation
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    • v.4 no.1 s.12
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    • pp.41-50
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    • 2004
  • The objective of this study is to investigate the feasibility of the developed Fuzzy control techniques in dam operation. The simulated results for the 1984, 1990, and 1995 flood events are compared with historical operation results in the view of flood control and disaster prevention. The three models developed in this study determine the outflows based on the two conditions the first one is to consider only two inputs such as reservoir water level and inflow, for operation of the existing situations, the second one is that the possible maximum discharge from each dam does not exceed the allowable design maximum discharge for disaster prevention in downstream area. As the results, it was shown that the suggested models based on Fuzzy control technique could reduce both the peak water level and the maximum peak discharge compared with the historical operation results.

The Influence of Artificial Structures on Benthic Macroinvertebrate Communities in Streams (하천의 인공구조물이 저서성 대형무척추동물 군집에 미치는 영향)

  • Kim, Bong Sung;Sim, Kwang Sub;Kim, Sun Hee;Kwon, O Chang;Seo, Eul Won;Lee, Jong Eun
    • Journal of Environmental Science International
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    • v.22 no.3
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    • pp.309-318
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    • 2013
  • This study was conducted for determining the influence of artificial structures on benthic macroinvertebrate communities in stream. Sampling was taken at upper(pool), down(riffle) and control(riffle) from two check dams, two weirs, one agricultural reservoir, and one multipurpose dam in northern part of Gyeongsangbuk-do. The benthic macroinvertebrate communities of these structures were surveyed during 2009 to 2011. The simple habitat of benthic macroinvertebrates occurred at the upper sites due to pooling effects from artificial structures. Specifically, Check dam1, Jusanji, Imha dam showed very low biological attribute values compared to the down and control sites, which have greater difference in substrate characteristics. However, in the upper sites of Check dam2, Weir1 and Weir2, the difference of values of biological attributes was relatively smaller. Also, proportion of functional feeding groups and functional habit groups were relatively simpler at upper stream and the degree of community differences was greater between upper and down, control sites. Spearman's correlation between biological attributes and substrate characteristics, water quality parameters had significant correlations; particularly, the substrate characteristics were more significantly related. In conclusion, the pool caused by artificial structures had negative effects on benthic macroinvertebrate communities thus leading to simplified stream habitats at upper stream ecosystems.

Temporal Adjustment of Channel Geometry and Spatial Changes in Riverbed Materials along the Downstream Channels of Large Dams in the Geum River basin (금강유역 대형댐 하류 하도지형 경년변화 및 하상재료 종적변이 연구)

  • Ock, Giyoung;Choi, Mikyoung;Park, Hyung-Geun
    • Ecology and Resilient Infrastructure
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    • v.6 no.4
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    • pp.287-294
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    • 2019
  • This study investigated longitudinal changes in riverbed materials properties and temporal alteration of river channel geomorphology in the Geum River basin, where two multipurpose dams(Yongdam Dam and Daecheong Dam) were built in upstream area. We carried out grain size distribution analyses and measured soil organic matter contents of riverbed materials taken at the upper and lower sites of the two large dams. We also estimated the channel width, bar area and vegetation encroachment using the oldest map and aerial photographs taken before and after the construction of the dams. The results can contribute to increasing understandings of dam induced habitat alteration in river ecosystem.

Prediction of River Bed Change due to Yongdam Dam Discharge (용담댐 방류에 따른 하상변동 예측)

  • Kim, Young-Bok;Jung, Seung-Kwon;Shim, Soon-Bo
    • Journal of the Korean Society of Hazard Mitigation
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    • v.6 no.1 s.20
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    • pp.69-81
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    • 2006
  • The purpose of this study is to identify the downstream influences due to the dam discharge by using 2-dimensional model, SMS(Surface water Modeling System). RMA-2 and SED-2D in SMS were applied to Yongdam multipurpose dam watershed located in Gum river basin. Through the simulation, erosion and deposit quantitative analysis of sinuous channels and scour pattern analysis of bridges have been done. A differences erosion depths between deposit are simulated as $-102.4 mm{\sim}54.2 mm$ at No.176(1.4 km) and $-104.1 mm{\sim}28.9 mm$ at No.146(7.4 km), sinuous channel. The river bed at Kamdong bridge in straight channal is simulated as uniform erosion. However, the river bed at Dumdul bridge in sinuous channal has been shown as different erosion depths at each sides. Consequently, the parts that could not be simulated on the existing 1-dimensional model, can be improved results by using a 2-dimensional model, about weakness points for hydraulic modeling such as extreme bend, tributary confluence.

Estimation of the Expected Socio-economic Benefits of the Largescale Comprehensive Agricultural Development Project and Jointcost Allocation -In the Case of Kumgang Project Area- (대단위 농업종합개발사업의 사회경제적 기대편익 추정과 결합비용의 배분 -금강지구를 중심으로-)

  • Lim, Jae Hwan
    • Korean Journal of Agricultural Science
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    • v.23 no.1
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    • pp.159-176
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    • 1996
  • This study is aimed at reviewing the methods of joint cost allocation and allocating the joint cost of estuary dam with specially repect to Kumgang Large-scale Agricultural Comprehensive Development Project. Apart from the water resource development project propelled by Water Resource Development Corporation in connection with Law of Multipurpose Dam Development, the Largescale Comprehensive Agricultural Development Projects couldn't ins-titutionally be carried out cost allocation of common facilities, even though it were concerned with irrigation, municipal and industrical water supply, flood control, sightseeing and industrial zone development components. To decrease farmer's burden of the project costs and, operation and maintenance costs, the joint costs of common facilities like estuary dam included in agricultural development projects have to be allocated by suitable method as alternative cost-remaining benefit method and the analytical activity should be supported by revising the concerned laws as Rural Development and Promotion and, Rural Rearrangement conpatible with the law for multipurpose dam development. Kumgang Agricultural Comprehensive Development Project was selected as a case study for the estimation of socio-economic benefits by project components and joint cost allocation of the estuary dam. The main results of the study are as follows; Joint cost allocation and unit charges by components 1. The project area will be 25,554ha with total project cost of 624,860 million won including the estuary dam cost of 120,843 million won. The project costs were ex-pressed by 1994 constant price. 2. Total quantity of water was estimated 365 million tons which were consisted of 245 million tons for irrigation, 73 million tons for municipal water and 47 million tons for industrial water. 3. The rates of joint cost allocation were amounted to 34.2% for agriculture, 2.5% for sightseeing, 45.7% for transportation, 11.8% for M & I water supply and 5.8% for flood control respectively. 4. The unit financial charges by project components were estimated at 7.88 won per ton for irrigation, 16.11won for M & I water, 1,686won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The financial charges using straitline method for depreciation were estimated at 7.88won per ton for irrigation, 9.12won per ton for M & I water, 624won per vehicle one pass for transportation and 331won per Pyeong for sightseeing area. 5. The unit economic charges by project components were estimated at 21.1 won per ton for irrigation, 15.2won for M & I water, 977won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The economic charges using straitline method for depreciation were estimated at 11.72won per ton for irrigation, 8.61won per ton for M & I water, 331won per vehicle one pass for transportation. Policy recommendation 1. The unit operation and maintenance costs for irrigation water in the paddy field couldn't be imposed as the water resource cost untreated. 2. The dam costs including investment cost and O & M cost, as a joint cost, had to be allocated by each benefited components as transportation, M & I water supply, flood control, irrigation and drainage, and sightseeing. But the agricultural comprehensive project have been dealt as an irrigation project without any appraisal socio-economic benefits and any allocating the joint cost of estuary dam. 3. All the associated project benefits and costs must be evaluated based on accounting principle and rent recovery rate of the project costs and O & M costs should be regulated by the laws concerned. 4. The rural development and promotion law and rural rearrangement law have to be revised comprising joint cost allocation considering free rider problems. 5. The government subsidy for the agricultural base development project has to be covered all the project costs. In case of common facilities representing joint cost allocation problems, all the allocated casts for other purposes like transportation and M & I water supply etc. should be recovered for formation in investment fund for agricultural base development and to procure O & M costs for irrigation facilities.

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Development of an evaluation index based on supply capacity for practical evaluation of drought resilience (현실적 가뭄대응력 평가를 위한 공급가능일수 기반의 평가지표 개발)

  • Kim, Gi Joo;Kim, Jiheun;Seo, Seung Beom;Kim, Young-Oh
    • Journal of Korea Water Resources Association
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    • v.56 no.1
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    • pp.11-21
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    • 2023
  • This study suggests the drought resilience index as S-day as a means of preparing for the recent extreme drought, allowing for the actual operational identification of each drought countermeasure's priority as well as the vulnerability of water resource facilities to drought. Although each dam's drought measures are unique in this case, the representative examples include adjusting the water supply, linking the functioning of various facilities, and considering emergency capacity. Here, 15 multipurpose dams and water supply dams in Korea were inspected. Under the return period of 20-year drought, most of dams showed stable by adjusting the water supply overall. The measures, however, did not seem to be able to resist a multi-year drought lasting more than two years. Besides, Hoengseong and Anodong-Imha Dam only lasted a year under the 100-year drought return period with other measures. Without the deployment of drought mitigation strategies, it is expected that the Hoengseong Dam, Andong-Imha Dam, Gunwi Dam, Unmun Dam, Daecheong Dam, and Juam Dam would not be able to meet the all water demand for a year under the 20-year drought condition. The ideal capacity for each drought measure was then suggested. Additionally, by increasing or decreasing the current supply contract by 10% in order to account for demand changes resulting from socio-economic instability, the drought response capacity of all 15 dams was re-evaluated. By lowering the supply contract amount by 10%, it was possible to endure a severe drought.

Evaluation on Reduction Effect about Noise of Hydraulic Turbine Dynamo in Dam using Auralization (가청화를 이용한 댐 수차 발전기소음의 저감효과 평가)

  • Soul, Soo-Hwan;Ju, Duck-Hoon;Kim, Jae-Soo
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.20 no.6
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    • pp.400-408
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    • 2008
  • Multipurpose Dam, it produces electric energy by converting the potential energy into kinetic energy utilizing its head and quantity of the water. However, in this process, since during the time when the turbine connected to the hydraulic turbine generator revolves, there occurs a ceaseless loud noise, and due to this condition, it is true state that those people who work at inside of the power plant are damaging as hard as they are unable to concentrate on their work. Not only this, because the hydro-electric power generator room that locates at middle section between the hydraulic turbine room and the office is very large space volume, also since it was constructed chiefly by the reflecting material, it is functioning of amplify the noise when operating the generator, the soundproof measure against this condition is necessitated. On such viewpoint, I have presented the problem point of the relevant Hydraulic turbine dynamo and Hydraulic turbine dynamo room, and after improve such problem point, this study has ever investigated the satisfying degree about the noise-reduction at before and after of the improvement of soundproof measure, using the Auralizational technique that can experience virtual acoustic field. It is considering that such result could be utilized usefully as the fundamental material hereafter for the acoustic performance of the hydro-electric power generator room in dam and when its construction.

Information and communication system for integrated management of water resources building measures (수자원 통합관리를 위한 정보통신시스템 구축방안)

  • Yu, Se-Hwan;Jang, Dong-bae
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2014.05a
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    • pp.807-809
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    • 2014
  • Individual dam water management is the comprehensive management of all water-based analyzes, quantity, quality, and comprehensive disaster management as a way to analyze and change. K-water is mainly the four river basins, and multipurpose dams and integrated water management is realized, and such information and communication system for integrated management of water resources is also a user-centered development, dam management, so that you can perform and built electronically be. The information communication system is configured to manage the operation of the control system of the equipment controlling system lower sensor and based on data collected from a field to store information, and to control the remote equipment capabilities. In this paper, the integrated management of water sector bodeung dam Information and Communication System for the best ways to learn about the system's security measures and systems to evaluate for weaknesses.

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Analysis of Water Quality Characteristics According to Short-term Fluctuation of Water Level in the New Dam: Focused on the Upstream Watershed of Yeongju Multipurpose Dam (신규 댐 건설 전후의 수질변동 분석: 영주댐 상류유역을 중심으로)

  • Lee, Saeromi;Park, Jae Roh;Hwang, Tae Mun;Ahn, Chang Hyuk
    • Journal of Korean Society on Water Environment
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    • v.36 no.5
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    • pp.431-444
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    • 2020
  • The relationship between dam construction and water quality has recently come to be considered an important issue. A dam is a physical factor which causes changes to the river system around it. Considering these points, this study was conducted to obtain basic data by analyzing the relationship between water level fluctuations and water quality parameters in the short-term. In terms of methodology, the new construction of the Yeongju Dam (M5) in 2016 was divided into Stage 1 as the lotic system and Stage 2 as the lentic system, with four years in each period, and the water level fluctuations and water quality were analyzed using official data. As a result of this study, M5, a stagnant area in which organic matter and nutrients accumulate, was found to be an important factor in water quality management. In addition, the water level changed rapidly (0.9±0.2 m → 10.9±7.1 m) as the river environment condition was converted from the lotic system to the lentic system. In addition, water quality parameters such as BOD, COD, TOC, and Chl-a significantly changed in the short-term. Further, since the transport of organic matter and nutrients occurred well in the lotic system, sedimentation was expected to be dominant in the lentic system. Therefore, it was determined that when the river flow is blocked, autochthonous organic matter is an important factor for long-term water quality management in the future. This process can increase the trophic state of the water body. As a result of this study, the TSIKO value was converted from mesotrophic in Stage 1 to eutrophic in Stage 2. Eventually, short-term changes in the river environment will affect not only changes in water level but also changes in water quality. Thus, a comprehensive and strategic approach is needed for long-term water quality management in the future.

Prediction of River-Bed Change Downstream of Daechung with Multipurpose Dam by Using the HEC-6 Computer Program (HEC-6 모형에 의한 대청 다목적댐 하류의 하상변동 예측)

  • 유권규;우효섭
    • Proceedings of the Korea Water Resources Association Conference
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    • 1992.07a
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    • pp.366-374
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    • 1992
  • 1980년 금강유역에 축조된 대청 다목적댐에 의한 하류의 하상변동을 실측자료를 이용하여 조사,분석하고 미국 공병단에서 개발된 HEC-6 모형을 이용하여 장래의 하상변동을 예측하였다. 모형의 적용구간은 대청조정지댐에서 부여까지 약 78km이며, 적용 기간은 1980~1988이며, 장래의 하상변동 예측결과에 따르면, 조정지댐~마어구 수위표 구간은 하상이 저하될 것이 예상되며, 공주 수위표 하류는 하상이 상승될 것으로 예상된다. 특히 규암 수위표 상류 3~15km 구간은 하상이 1~2m 이상 상승될 것으로 나타나고 있다. 이 구간은 현재도 하상상승에 따른 취수장 취수구의 매몰 등의 문제점이 발생하고 있는 바 이에 대한 보다 자세한 조사와 분석 및 대책마련을 위한 조치들이 시행되어야 할 것이다.

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