• 한국물환경학회지
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• 제33권5호
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• pp.511-524
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• 2017

This study was carried out for the purpose of creating a restoration plan to improve the ecological quality of the Changwon and Nam streams. Based upon the results of comprehensive diagnostic assessment, restoration priority was given to the upstream reach, where conservation status is relatively superior. Restoration level was usually determined to practice active restoration as conservation, and the states of both Changwon and Nam streams were not so good. Restoration plans, by reach, were classified into "upstream", "midstream", and "downstream" were suggested in both terms of horizontal section frame and vegetation-based on the result of diagnostic assessment and the reference information. "Upstream", "mid-stream" and the "downstream" of Changwon and Nam streams were classified into "small-gravel- mountainous", "small-sand-plain", and "small-clay-plain streams" respectively (based on scale, and substrate and slope of river bed). The spatial arrangement of vegetation was laid out in diagram form by reflecting micro-topography and the water level of the horizontal section of river. Information regarding species composition was recommended as dominant species, which appear frequently in three vegetation zones composed of herbaceous plants, shrubs and trees and sub-tree- dominated zones divided by reflecting disturbance regime, depending on position on the horizontal section of river. Moreover, there have been prepared not only plans to improve the terrestrial ecosystems around the streams but also plans to create ecological networks, which can serve to improve the ecologic quality of the whole regional environment by serving to connect streams and terrestrial ecosystems, a process probably necessary and definitely recommended to realize true (genuine) restoration. Plans for ecological parks and networks were prepared by mimicking the species composition of Alnus japanica community, Zelkova serrata community, Carpinus laxiflora community, Quercus aliena community, and Q. serrata community.

• 경영과학
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• 제29권1호
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• pp.1-14
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• 2012

The goal of the multi-reservoir operation planning is to provide an optimal release plan that maximize the reservoir storage and hydropower generation while minimizing the spillages. However, the reservoir operation is difficult due to the uncertainty associated with inflows. In order to consider the uncertain inflows in the reservoir operating problem, we present a Stochastic Dynamic Programming (SDP) model based on the markov decision process (MDP). The objective of the model is to maximize the expected value of the system performance that is the weighted sum of all expected objective values. With the SDP model, multi-reservoir operating rule can be derived, and it also generates the steady state probabilities of reservoir storage and inflow as output. We applied the model to the Geum-river basin in Korea and could generate a multi-reservoir monthly operating plan that can consider the uncertainty of inflow.

• 한국물환경학회지
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• 제22권6호
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• pp.977-981
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• 2006

In order to improve water quality in drinking water sources, Ministry of Environment (MOE) was implemented total water pollution load management (TWPLM) in all the major river basins. From the experience of the application of TWPLM, we could find some problems relating the target watershed, standard operating procedure (SOP) of establishment and implementation plan, water quality and flow rate, design flow, water quality model, margin of safety (MOS), and estimation of wasteload were found. The authors were reviewed ongoing TWPLM and presented the improvement schemes for a successful TWPLM. For the application of these suggestions, further detailed studies should be done to implement TWPLM in the future.

• 농촌계획
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• 제18권3호
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• pp.175-186
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• 2012

This is a study of a residential area for displaced villagers planned for residents of Gyodo Village who must evacuate their hometown because of flooding due to the Hantan River Dam Project. The study aims to construct a plan for a new residential area for the villagers focusing on reflecting the existing characteristics of their former village and on ensuring sustainability for the new village. Departing from previous practice of focusing on merely physical aspects when planning, the current study is significant in that it presents a new planning process and method for a sustainability-focused plan. While the study has many limitations such as objectivity in the process of deriving the sustainability indicators and the appropriateness of the indicator questions, it is hoped that future studies on sustainability will serve to make up for these limitations and problems.

• 한국항만학회지
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• 제9권1호
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• pp.65-72
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• 1995

This study is being done for the purpose to achieve a stable demand and supply of materials for long term. The author investigated condition of suitable mixer design method for concrete, an individual value and a character of dynamics as a supplement material by drying up the natural aggregate, and a possible practicalization plan to reduce defects to the minimum. As a result of this study, it can be acquired a good quality of concrete by the use of the natural sand (Nak Dong river sand) and the crushed sand with suitable mixing ratio. The fineness modulus (F.M) of mixing aggregate is $2.7\pm1$ at this time and this is good for workbility and plasticity of concrete.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2009년도 정기 학술발표대회
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• pp.144.2-144.2
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• 2009

• 한국습지학회지
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• 제18권4호
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• pp.342-349
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• 2016

낙동강수계에 속하는 안동시는 안동댐, 임하댐을 포함하여 낙동강이 흐르는 도시로 경상북도 신 도청 이전과, 지속적 도시화로 인해 불투수 면적이 증가하고 있어 강우 시 유출량 증가 및 비점오염원 부하가 증가되고 있는 지역이다. 본 연구에서는 물순환 선도도시에 선정된 도시 중 안동시를 대상으로 개발에 따른 유출량과 비점오염부하량을 비교 평가하였다. 안동시 물순환 선도도시 계획(안)에 대해 시 공간적 변화를 고려한 CN값을 이용한 직접 유출량과 BOD, T-N 및 T-P 비점오염부하량을 평가한 결과, 옥상녹화 및 투수포장 교체, 물순환 공원 및 거리 조성, 도심지 불투수층 개선 사업 등 4가지 scenario 모두 적용되어 개발될 경우 연간 직접유출이 10.41%, BOD 비점오염부하량이 20.56%, T-N 9.55% 및 T-P 비점오염부하량이 14.29% 저감되는 것으로 조사되었다. 4가지의 개발 scenario 중 저감률이 가장 높은 것은 도시지역 불투수면 개선 사업으로 조사되었으며 개발 이전 대비 연간 직접유출이 6.25%, BOD 비점오염부하량이 11.84%, T-N 비점오염부하량이 4.46% 및 T-P 비점오염부하량이 10.20% 저감되는 것으로 조사되었다.

• 한국수자원학회논문집
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• 제38권4호
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• pp.323-332
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• 2005

두만강은 하천규모는 작으나(약 $33,000km^2$), 상${\cdot}$하류 국가간 많은 갈등 요소를 안고 있음에도 변방이라는 지리적 특성으로 각국의 중앙정부로부터 정치${\cdot}$사회적 관심의 대상이 되지 못했다. 1990년대 들어 UNDP등 국제적인 관심이 집중되면서 이 지역의 수자원 문제해결을 위한 대안들이 제시되었으나 국제하천관리의 문제해결에 있어 가장 중요한 국제협력체계의 확고한 구축이 미흡한 것으로 평가되고 있다. 특히 제도, 관리체계 및 기술적 대안이 필요한 국제하천관리의 기본원칙이 고려되지 않은 채 국가간 외교력에 의존한 접근방법이 한계를 맞고 있다. 본 연구에서는 두만강 수자원 관리 문제점들을 완화시키고 발전적인 전략적 대안 마련을 위하여 국제하천 문제해결의 합리적 방법으로 받아들여지고 있는 "제한적 영토주권"을 바탕으로 포괄적, 단계적인 접근방법을 검토하였다. 이를 위해 유사 사례분석을 통해 두만강에 적용할 수 있는 모델을 개발하였으며, 연안국간 평등성(equity)이 달성될 수 있도록 국제적인 협력네트웍의 기본 틀을 제시하였다.

• 한국환경과학회지
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• 제18권9호
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• pp.971-981
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• 2009

An objective of this study is as follows: 1) performing sensitivity analysis and parameter estimation of RMA2 and RMA4 models for the West-Nakdong River, 2) drawing up alternatives of gates-operation for water-quality enhancement, and 3) quantitative evaluation of methodology of 'flow-restoration by gates-operation' among 'Comprehensive Plan Improving Water-Quality in the West-Nakdong River(WNR)' with the target water-quality(BOD at Nakbon-N point: below 4.3 mg/L). The parameters for the RMA2 (depth-averaged two-dimensional flow model) and RMA4 (depth-averaged two-dimensional water-quality model) were determined by sensitivity analysis. Result of parameter estimation for RMA2 and RMA4 models is $1,000\;Pa{\cdot}s$ of the eddy viscosity, 20 of the Peclet number, 0.025 of the Manning coefficient, and $1.0\;m^2/s$ of the diffusion coefficient. We have evaluated the effects of water-quality enhancement of the selected alternatives by numerical simulation technique with the models under the steady-state flow condition and the time-variant transport condition. Because of no-resuspension from river bottom and considering BOD as conservative matter, these simulation results slightly differ from real phenomena. In the case of $50\;m^3/s$ of Daejeo-gate inflow, two-dimensional flow pn results result represents that small velocity occurs in the Pyungkang Stream and no flow in the Maekdo River. In the WNR, there occurs the most rapid flow near timhae-bridge. In the WNR, changes of water-quality for the four selected simulation cases(6, 10, 30, $50\;m^3/s$ of the Daejeo-gate inflow) were predicted. Since the Daejeo-Gate and the Noksan-Gate can be opened up to 7 days, it would be found that sustainable inflow of $30\;m^3/s$ at the Daejeo-gate makes BOD in the WNR to be under the target of water-quality.

• 한국수자원학회논문집
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• 제41권5호
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• pp.503-515
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• 2008

본 연구에서는 연속적인 수위 자료를 이용하여 경사면적법으로 유량을 산정하고 그 결과를 분석하였다. 대상 하천은 괴산댐 하류의 달천으로 여울과 웅덩이를 포함하는 약 960m의 구간이다. 하상 재료의 입경을 분석하였고 이를 이용하여 3가지 조도계수값을 산정하여 유량 계산에 활용하였으며, 추가로 하천정비기본계획의 조도계수도 사용되었다. 경사면적법으로 계산된 유량은 댐 방류량과 비교되었다. 댐 방류량과 비교한 상대오차는 조도계수에 큰 영향을 받는 것으로 나타났으며, 연구 대상 구간에 적절한 조도계수는 0.042 이상인 것으로 나타났다. 대상 구간의 평균하상 경사보다 완만한 수면경사를 갖는 계산 구간에서는 구간 전체의 조도계수보다 낮은 조도계수를 사용할 경우 유량 오차가 적었으며, 수면경사가 평균하상경사보다 급한 구간에서는 조도계수를 크게 사용하여야 상대오차가 감소하는 것으로 나타났다. 하도의 전체적인 하상경사를 고려하여 조도계수를 설정할 경우에는 수면경사가 완만한 구간과 급한 구간을 모두 포함하도록 전체 계산 구간을 설정하는 것이 적절한 것으로 나타났다. 500 cms 이상의 유량에서는 실측 유량과의 상대 오차가 일정해지므로, 비교 유량 측정이 이루어질 경우 조도계수를 검증한 후, 경사면적법을 적용함으로써 간접 유량측정 결과의 정확도를 높일 수 있을 것으로 판단된다.