• 제목/요약/키워드: Engineering Water Basin

검색결과 1,019건 처리시간 0.036초

Water Resources Planning for the 2S River Basin in Viet Nam

  • Ko, Ick Hwan;Choi, Byung-Man;Kim, Jeong-kon;Pi, Wan-Seop;Shin, Jae-Sung
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2020년도 학술발표회
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    • pp.78-78
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    • 2020
  • The Se San and Srepok river basins (2S) are the two major tributaries of the Mekong River, both of which originate in the territory of Viet Nam and flow to Cambodia to meet at Stung treng with the Sekong river (originating in Lao PDR) to form the 3S river basin before joining the Mekong mainstream. In the territory of Viet Nam, the 2S river basins are located in the Central Highlands including 5 provinces, arranged by geographical location from north to south namely Kon Tum, Gia Lai, Dak Lak, Dak Nong and Lam Dong. This is a region with a very important strategic position in terms of economy, politics and defense for the whole country with many potential advantages for economic development. However, the limited and vulnerable basin water resources are under the pressure of socio-economic development in line with increasing water demands for various sectors. In order to overcome the water management challenges, a long-term water resources planning has conducted to support the 2S River Basin Committee (RBC) in effective planning and operation as part of the WB Mekong-Integrated Water Resources Management (IWRM) Project. This paper introduces the outline and progress of the river basin planning using analytical DSS toolkits to analyze, evaluate and formulate the planning options.

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Deformation and stress behavior analysis of high concrete dam under the effect of reservoir basin deformation

  • Zheng, Dongjian;Xu, Yanxin;Yang, Meng;Gu, Hao;Su, Huaizhi;Cui, Xinbo;Zhao, Erfeng
    • Computers and Concrete
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    • 제18권6호
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    • pp.1153-1173
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    • 2016
  • According to deformation data measured in some high concrete dams, for dam body deformation, there is a complex relationship with dam height and water head for different projects, instead of a simple monotonic relationship consistently. Meanwhile, settlement data of some large reservoirs exhibit a significant deformation of reservoir basin. As water conservancy project with high concrete dam and large storage capacity increase rapidly these decades, reservoir basin deformation problem has gradually gained engineers' attentions. In this paper, based on conventional analytical method, an improved analytical method for high concrete dam is proposed including the effect of reservoir basin deformation. Though establishing FEM models of two different scales covering reservoir basin and near dam area respectively, influence of reservoir basin on dam body is simulated. Then, forward and inverse analyses of concrete dam are separately conducted with conventional and proposed analytical methods. And the influence of reservoir basin deformation on dam working behavior is evaluated. The results of two typical projects demonstrate that reservoir basin deformation will affect dam deformation and stress to a certain extent. And for project with large and centralized water capacity ahead of dam site, the effect is more significant than those with a slim-type reservoir. As a result, influence of reservoir basin should be taken into consideration with conducting analysis of high concrete dam with large storage capacity.

An approach for deformation modulus mechanism of super-high arch dams

  • Wu, Bangbin;Niu, Jingtai;Su, Huaizhi;Yang, Meng;Wu, Zhongru;Cui, Xinbo
    • Structural Engineering and Mechanics
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    • 제69권5호
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    • pp.557-566
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    • 2019
  • The reservoir basin bedrock produced significant impact on the long-term service safety of super-high arch dams. It was important for accurately identifying geomechanical parameters and its evolution process of reservoir basin bedrock. The deformation modulus mechanism research methods of reservoir basin bedrock deformation modulus for super-high arch dams was carried out by finite element numerical calculation of the reservoir basin bedrock deformation and in-situ monitoring data analysis. The deformation modulus inversion principle of reservoir basin bedrock in a wide range was studied. The convergence criteria for determining the calculation range of reservoir basin of super-high arch dams was put forward. The implementation method was proposed for different layers and zones of reservoir basin bedrock. A practical engineering of a super-high arch dam was taken as the example.

Assessment of Ecosystem services under changing climate in the Bagmati Basin of Nepal

  • 쉬크샤 바스톨라;성연정;이상협;정영훈
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2019년도 학술발표회
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    • pp.148-148
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    • 2019
  • The 2006 Millennium Ecosystem Assessment (MA) defines ecosystem services (ES) as "the benefits people obtain from ecosystems". Identifying where ES originates, whom it benefits and how it is changing over a period of time is critical in rapidly developing country like Nepal, where the risk of ES loss is high. In the context of various ecosystem services provided by watershed, this study, particularly deals with water yield, Soil loss and Carbon sequestration computation and evaluation in Bagmati Basin of Nepal. As Bagmati Basin incorporates capital city Kathmandu of nepal, land use change is significant over decades and mapping of ES is crucial for sustainable development of Basin in future. In this regard, the objectives of this study are 1) To compute the total and sub-watershed scale water yield of the basin, 2) Computation of soil loss and sediment retention in the basin, and 3) Computation of carbon sequestration in the basin. Integrated Valuation of Environmental Services and Tradeoffs (InVEST), a popular model for ecosystem service assessment based on Budyko hydrological method is used to compute Ecosystem services. The scenario of ES in two periods of time can be referenced for various approaches of prioritization and incorporation of their value into local and regional decision making for management of basin.

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INTEGRATED WATER RESOURCES AND QUALITY MANAGEMENT SYSTEM USING GIS/RS TECHNOLOGIES

  • Shim, Kyu-Cheoul;Shim, Soon-Bo;Lee, Yo-Sang
    • Water Engineering Research
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    • 제3권2호
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    • pp.85-92
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    • 2002
  • There has been continuous efforts to manage water resources for the required water quality criterion at river channel in Korea. However, we could obtain the partial improvement only for the point sources such as, waste waters from urban and factory site through the water quality management. Therefore, it is strongly needed that the best management practice throughout the river basin fur water quality management including non-point sources pollutant loads. This problem should be resolved by recognizing the non-point sources pollutant loads from the upstream river basin to the outlet of the basin depends on the landuse and soil type characteristics of the river basin using the computer simulation by a distributed model based on the detailed investigation and application of Geographic Information System (GIS). The purpose of this study is consisted of the three major distributions, which are the investigation of spread non-point sources pollutants throughout the river basin, development of the base maps to represent and interpret the input and outputs of the distributed simulation model, and prediction of non-point sources pollutant loads at the outlet of a up-stream river basin using Agricultural Non-Point Sources Model (AGNPS). For the validation purpose, the Seom-Jin River basin was selected with two flood events in 1998. The results of this application showed that the use of combined a distributed model and an application of GIS was very effective fur the best water resources and quality management practice throughout the river basin

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GIS기반 InVEST모형을 이용한 네팔 Bagmati유역의 물생산량 산정 (Water yield estimation of the Bagmati basin of Nepal using GIS based InVEST model)

  • 쉬크샤 바스톨라;성연정;이상협;정영훈
    • 한국수자원학회논문집
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    • 제52권9호
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    • pp.637-645
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    • 2019
  • 본 연구는 유역에서 제공하는 다양한 생태서비스 가운데 네팔의 Bagmati 유역의 물생산량(Water yield)을 산정하였다. 물 공급, 관개 수력 등 다양한 시설에 사용되는 물생산량 지도는 계획 및 관리에 도움이 되며 생태서비스의 공급과 생산에 의도하지 않은 부정적 영향을 줄일 수 있다. 여러 문헌들은 네팔 Bagmati유역에 대한 탄소저장과 식수공급과 같은 생태서비스 제공 연구에 중점을 두었으나 토양피복별 혹은 소유역별 물 생산량에 대한 연구는 매우 미흡했다. 따라서 본 연구에서는 네팔 바그 마티 유역에서 소유역 규모와 함께 유역의 총 물생산량을 계산하고 유역의 토지피복 유형별로 물생산량을 산정하기 위해 시작되었다. 이를 위해, 생태서비스 평가를 위해 가장 많이 사용되는 Budyko 수문학적 방법에 바탕을 둔 ArcGIS기반 InVEST Water Yield 모형이 사용되었다. 본 연구로부터의 결과는 단위면적(ha)e당 물 생산량이 소유역 5 ($15216.32m^3/ha$)에서 가장 높았으며 소유역 6 ($10847.15m^3/ha$)에서 가장 낮았다. 토지피복별 물생산량은 도시화지역에서 가장 높게 산정되었으며, 초원과 농경지가 도시화지역 다음으로 높게 산정되었다. 본 연구에서 산정된 소유역별, 토지피복별 물생산량은 지역 규모의 상호 관련 서비스 개발을 위한 효율적인 시나리오를 제공하고 지속 가능한 토지 이용 정책 및 상호 관련된 물 관리 서비스를 촉진시킬 것으로 기대한다.

Water, Energy, and Food Nexus Simulation Considering Inter-Basin Trade

  • Wicaksono, Albert;Jeong, Gimoon;Kang, Doosun
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2016년도 학술발표회
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    • pp.190-190
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    • 2016
  • The Water, Energy, and Food (WEF) nexus is an emerging concept for sustainable resources planning and management. The three valuable resources are inevitably interconnected, that is, it takes water to produce energy; it takes energy to extract, treat, and distribute water; and both water and energy are required to produce food. Although it is challenging to fully understand the complicated interdependency, a few studies have been devoted to interpret the concept and develop the assessment tools. The tools were mainly developed for nation-wide simulations without considering inter-basin or inter-state resources trade. This study tries to present an idea to develop and implement the WEF nexus simulation model in regional scale by advancing the existing nation-wide model with additional capability to simulate the inter-basin trade. This simulation could help local planners and engineers to determine optimal policies and infrastructure solutions to reach and ensure local demand satisfaction. The simulation model is implemented in hypothetical areas with different conditions of WEF demands and supplies. Although the inter-basin trade scenarios are simulated manually, it shows that the inter-basin resources trade could enhance the resources security for a longer time period. In future, an optimization model might be developed to provide the automatic calculation to reach optimum amount of WEF for the trade, which can be a helpful tool in decision making process.

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Water Resources Management Challenge in the Citarum River Basin, Indonesia

  • Wicaksono, Albert;Yudianto, Doddi;Jeong, Gimoon;Kang, Doosun
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2016년도 학술발표회
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    • pp.198-198
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    • 2016
  • The Citarum River Basin is the biggest river basin in West Java Province, Indonesia and it plays strategic roles in providing water for irrigation, domestic and industrial uses, and power generation, besides controlling the flood during rainy season. Flowing through seven major cities makes the river flow and water demand are vulnerable to land use change around the river. The present water resources management has involved the regulator, operator, and users in deciding an appropriate water management plan for the entire basin. The plan includes an operation plan for three reservoirs, construction or maintenance of the river channel, and water allocation for all users along the river. Following this plan, a smaller operation group will execute and evaluates the plan based on the actual flow condition. Recently, a deforestation, environment degradation, river sedimentation, a rapid growth of population and industry, also public health become new issues that should be considered in water basin planning. Facing these arising issues, a new development program named ICWRMIP was established to advance the existing management system. This program includes actions to strengthen institutional collaboration, do the restoration and conservation of the river environment, improve water quality and public health, also advance the water allocation system. At present, the water allocation plan is created annually based on a forecasted flow data and water usage prediction report. Sometimes this method causes a difficulty for the operator when the actual flow condition is not the same as the prediction. Improving existing system, a lot of water allocation studies, including a development of the database and water allocation simulation model have been placed to help stakeholders decide the suitable planning schemes. In the future, this study also tries to contribute in advancing water allocation planning by creating an optimization model which ease stakeholders discover a suitable water allocation plan for individual users.

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