• Title/Summary/Keyword: Conservation of Resources Model

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Food Resource of Sardine Sardinops melanostictus on the Southern Coast of Korea in Summer and Autumn Revealed by Stable Isotope and Stomach Content Analyses (안정동위원소와 위내용물 분석 기법을 이용한 여름과 가을 남해 연안 정어리(Sardinops melanostictus)의 먹이원 평가)

  • Jong Hyeok Park;Hyun Ji Kim;Jae Mook Jeong;Jeong-Hoon Lee;Donghoon Shin
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.56 no.4
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    • pp.419-427
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    • 2023
  • This study, analyzed the stomach contents, stable isotope signatures (δ13C and δ15N) in muscle tissue, and potential food sources (particulate organic matter, Zostera marina, epiphytes, and zooplankton) of Sardinops melanostictus in the southern coast of Korea to evaluate its dietary changes across seasons (summer and autumn 2022). The diet of S. melanostictus predominantly comprised organic detritus (99%) regardless of the season. The isotope results showed that S. melanostictus had mean δ13C and δ15N values of -17.7±0.4‰ and 10.6±0.5‰, respectively and seasonal variations were observed (t-test, P=0.010, P=0.002). However, the isotopic mixing model showed that particulate organic matter was a major nutritional source for S. melanostictus in summer and autumn (88.7% and 90.2%, respectively). Based on the stomach contents and stable isotope signatures, these results may help improve the understanding of S. melanostictus and establish the management measures for their conservation.

Flow Characteristics for the Variation of Radius of Curvature in Open Channel Bends

  • Yoon, Sei-Eul;Lee, Jong-Tae
    • Korean Journal of Hydrosciences
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    • v.3
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    • pp.45-59
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    • 1992
  • The flow characteristics varying with rate of the radius of curvature to width (Rc/B) in open channel bends are investigated with a simplified numerical model. Secondary flow velocity and transverise bed slope are formulated from the equations of momentum and force balance analysis, respectively. The conservation equations of mass and streamwise momentum are simplified by depth integration and its solution could be obtained from the explicit finite difference method. Three sets of computer simulation are executed. The rates of Rc/B adopted in simulations are 2.7, 5.4 and 8.1. The terms analyzed in this paper secondary flow velocity, streamwise velocity, the path of maximum steamwise velocity, deviation angle, and mass-shift velocity.

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지하수 유동(MODFLOW) 및 수질(MOC3D) 모형과 ArcView를 결합한 지하수환경 예측 시스템의 개발

  • 김준현;한영한;김정욱;최윤호
    • Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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    • 1999.12a
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    • pp.1-4
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    • 1999
  • This study was performed to develop an information processing system for the sound conservation of soil and groundwater resources. The system contains the geographic information system, and the numerical model of groundwater flow and contamination. Numerical models (MODFLOW,MOC3D) and GIS (ArcView) were integrated for the construction of an integrated management system of subsurface environment. The developed system was applied to the management of three mineral water companies located in clean mountain area. The impact of pumping over the overall catchment basin was modeled using the developed system for the decision of future management criteria.

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A Comparative Simulation on Generation Expansion Planning Considering the Diffusion of High Efficient End-Uses (전력수요측의 고효율기기 확산을 고려한 전원개발계획 비교실험)

  • Chang, Seung-Chan;Cho, Hyung-Joon;Kim, Bal-Ho;Kim, Jung-Hoon
    • Proceedings of the KIEE Conference
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    • 2000.07a
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    • pp.328-330
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    • 2000
  • This paper presents an experimental comparison between the conventional generation expansion planning and DSM incorporated one. As a DSM measure, diffusion of high efficient end-uses is considered and its impact will be targeted at the strategic energy conservation. A revised probabilistic production simulation is proposed by modifying the equivalent load duration curve (ELDC) with the capacity deconvolution of DSM end-use. To investigate long-term DSM impacts relative to the conventional planning, WASP model is applied and the effectiveness of DSM planning as an electricity resources is demonstrated.

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Flow Characteristics and Transverse Bed Slope in Curved Alluvial Channels (만곡 수로의 횡방향 하상경사와 흐름특성)

  • 차영기;이대철
    • Water for future
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    • v.24 no.1
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    • pp.99-107
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    • 1991
  • This study is for simulating to the model which analyzes flow characteristics and transverse bed slopes in a coarse-streambed of the meandering alluvial channels. Using the equations for conservation of mass, momentum, and for lateral stability of the streambed, a linear differential equation of transverse bed slope is derived from the flow characteristics in curved channels. Its solutions are solved by the Sine-generated curve method(SCM) and compared with results of field measurements. Lag distances by the maximum transverse bed slope and velocity profiles will predict risk sections of concave bank under floods.

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Treatment of the Bed Slope Source Term for 2-Dimensional Numerical Model Using Quasi-steady Wave Propagation Algorithm (Quasi-steady Wave Propagation 알고리듬을 이용한 2차원 수치모형의 하상경사항 처리)

  • Kim, Tae-Hyung;Han, Kun-Yeun;Kim, Byung-Hyun
    • Journal of Korea Water Resources Association
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    • v.44 no.2
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    • pp.145-156
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    • 2011
  • Two dimensional numerical model of high-order accuracy is developed to analyze complex flow including transition flow, discontinuous flow, and wave propagation to dry bed emerging at natural river flow. The bed slope term of two dimensional shallow water equation consisting of integral conservation law is treated efficiently by applying quasi-steady wave propagation scheme. In order to apply Finite Volume Method using Fractional Step Method, MUSCL scheme is applied based on HLL Riemann solver, which is second-order accurate in time and space. The TVD method is applied to prevent numerical oscillations in the second-order accurate scheme. The developed model is verified by comparing observed data of two dimenstional levee breach experiment and dam breach experiment containing structure at lower section of channel. Also effect of the source term is verified by applying to dam breach experiment considering the adverse slope channel.

Development of a Bottom-up Agricultural Water Governance Model in Korea (한국형 상향식 농업용수 거버넌스 모형 개발)

  • Lee, Seul-Gi;Choi, Kyung-Sook
    • Journal of Korean Society of Rural Planning
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    • v.28 no.3
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    • pp.49-59
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    • 2022
  • Recently, Korea aimed to increase water use efficiency by implementing integrated management according to the water management unification policy. Considering the enormous use of water resources in the agricultural sector, it is necessary to efficiently conserve water in terms of demand management by intensifying the stakeholders' involvement and awareness campaigns. The existing agricultural water management system in Korea is based on a top-down approach by which the government agencies directly plan budgets and policies to be enforced on and implemented by farmers, with little to no involvement of farmers in the decision-making process. However, this process has hindered the desired water resources management and the water conservation goal at the field level. Moreover, the limited research on water governance operations focusing on agricultural water creates a knowledge gap, particularly in Korea. Thus, it is necessary to investigate water governance cases with successful implementations in agricultural and rural areas to identify the factors applicable to domestic governance in Korea. In addition, a more systematic governance model should be established by identifying the subjectivity of the stakeholders' involvement in agricultural water governance. Therefore, this study proposed a new bottom-up model for agricultural water governance, which aims to raise the problem of autonomous water governance while promoting stakeholders' voluntary participation in agricultural water management and reflecting farmers' involvement in the decision-making process. Moreover, if agricultural water governance is expanded nationwide by reflecting agricultural and water resource policies in the future, it is believed that positive effects can be achieved in increasing utilization efficiency and securing sustantiality through agricultural water saving.

The Applicability of KIMSTORM2 for Flood Simulation Using Conditional Merging Method and GPM Satellite Rainfall Data (조건부 합성기법과 GPM 위성강우자료를 이용한 분포형 강우유출모형 KIMSTORM2의 홍수모의 적용성 평가)

  • Kim, Se Hoon;Jung, Chung Gil;Jang, Won Jin;Kim, Seong Joon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.111-111
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    • 2018
  • 본 연구의 목적은 조건부 합성 기법(Conditional Merging, CM) 기법을 활용하여 GPM(Global Precipitation Measurement) 위성 자료를 보정하고, 이를 격자기반 분포형 강우-유출 모형(KIneMatic wave STOrm Runoff Model2, KIMSTORM2)에 적용하여 보정된 자료의 효율성을 검토하는데 있다. 모형의 유출 해석은 남강댐 유역($2,293km^2$)을 대상으로 하였으며, 2016년 10월에 발생한 태풍 차바에 대하여 GPM 자료와 CM 기법을 적용한 GPM 자료를 각각 활용하여 결과를 비교하였다. 이 때, 강우자료의 보정은 유역 내 위치한 21개 지점의 지상강우자료를 활용하였으며, 각각의 위성강우자료에 유출 검보정은 남강댐 유역 내 3개의 수위관측 지점(산청, 창촌, 남강댐)을 대상으로 실시하였다. 유출 결과는 결정계수(Coefficient of determination, $R^2$), 모형 효율성 계수(Nash-Sutcliffe efficiency, NSE) 및 유출용적지수(Volume conservation index, VCI)를 이용하여 산정하였다. 지상강우자료와 CM 기법을 통해 보정한 강우자료는 대기의 많은 영향을 받는 위성자료의 특성을 보정하여 공간유출 및 첨두유출을 합리적으로 재현할 수 있을 것으로 예상된다.

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Prediction MOdels for Channel Bed Evolution Due to Short Term Floods (단기간의 홍수에 의한 하상변동의 예측모형)

  • Pyo, Yeong-Pyeong;Sin, Cheol-Sik;Bae, Yeol-Ho
    • Journal of Korea Water Resources Association
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    • v.30 no.6
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    • pp.597-610
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    • 1997
  • One-dimensional numerical models using finite difference methods for unsteady sediment transport on alluvial river channel are developed. The Preissmann implicit scheme and the Lax-Wendroff two-step explicit scheme with the Method of Characteristics for water motion and a forward time centered space explicit scheme for sediment motion are developed to simulate the sediment transport rate and the variation of channel bed level. The program correctness of each model is successfully verified using volume conservation tests. The sensitivity studies show that higher peak stage level, steeper channel slope and longer flooding duration produce more channel bed erosion. and median grain size, $D_{50}=0.4mm$ give maximum volume loss in this study. Finally, the numerical models are found to produce reasonable results from the various sensitivity tests which reveal that the numerical models have properly responded to the changes of each model parameter.

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An integrated model for pore pressure accumulations in marine sediment under combined wave and current loading

  • Zhang, Y.;Jeng, D.-S.;Zha, H.-Y.;Zhang, J.-S.
    • Geomechanics and Engineering
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    • v.10 no.4
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    • pp.387-403
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    • 2016
  • In this paper, an integrated model for the wave (current)-induced seabed response is presented. The present model consists of two parts: hydrodynamic model for wave-current interactions and poro-elastic seabed model for pore accumulations. In the wave-current model, based on the fifth-order wave theory, ocean waves were generated by adding a source function into the mass conservation equation. Then, currents were simulated through imposing a steady inlet velocity on one domain and pressure outlet on the other side. In addition, both of the Reynolds-Averaged Navier-Stokers (RANS) Equations and $k-{\varepsilon}$ turbulence model would be applied in the fluid field. Once the wave pressures on the seabed calculated through the wave-current interaction model, it would be applied to be boundary conditions on the seabed model. In the seabed model, the poro-elastic theory would be imposed to simulate the seabed soil response. After comparing with the experimental data, the effect of currents on the seabed response would be examined by emphasize on the residual mechanisms of the pore pressure inside the soil. The build-up of the pore water pressure and the resulted liquefaction phenomenon will be fully investigated. A parametric study will also be conducted to examine the effects of waves and currents as well as soil properties on the pore pressure accumulation.