• 지능정보연구
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• 제24권3호
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• pp.177-198
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• 2018

최근 경제재로서 수자원(Water Resources)의 속성이 공공재 성격을 동시에 띠면서 수자원기술의 측정과 성과 관리 체계를 확보하고 활용해야 할 필요성이 제기되고 있다. 그 동안 수자원기술의 평가는 대부분 순현재가치(NPV)나 비용편익효과(B/C)를 바탕으로 경제성 평가(Feasibility Study) 혹은 기술(환경)영향평가(Technology Assessment)로 수행되어 왔으며, 연구성과의 확산과 피드백을 받을 수 있는 기술 기반 사업의 경제적 가치를 객관적으로 평가하는 모델은 체계화되지 않았다. 그리하여, 본 연구에서는 K-water(한국수자원공사)가 담당하고 있는 수자원분야의 기술적 특성에 적합한 기술평가 체계를 구축할 필요성을 느끼고, 공익형 수자원기술에 대한 기술가치평가 모델을 개발하여 사례를 실증하고자 한다. 본 연구에 적용된 K-water 평가대상기술은 공공재로서, 사회전반에 기여한 가치 및 성과를 측정하고 관리할 수 있는 도구로 활용 가능하다. 예를 들면, 사회전반에 기여한 가치를 산출하여, 편익의 파급효과에 대한 성과 홍보자료, 혹은 비용 투입 당위성에 대한 근거자료로 활용할 수 있고, 공공기술의 특성상 대규모 연구개발 투입 비용에 대한 정당성을 확보할 수 있다. 따라서, 공공재를 다루는 한국의 대표적 공기업인 K-water가 사업 운영상의 전략을 수립하고 투입개발 비용에 대한 성과산출 근거 기반을 구축할 수 있을 것으로 판단된다. 본 고에서는 K-water가 담당하고 있는 수자원분야의 기술적 특성에 적합한 기술평가 체계를 기반으로, 공익형 수자원기술에 대한 기술가치평가 모델을 개발하여 사례를 실증하였다. 특히, 일본 산업기술종합연구소(AIST)의 평가방법론을 활용하여 연관 편익항목을 기준으로 비용계정에 매칭시킨 후, 기존의 비용-편익 접근법과 FCF(Free Cash Flow)법의 평가체계를 활용하는 'K-water 고유모델'을 제시하였으며 이를 통해 K-water 연구성과 관리체계 상의 파이프라인을 구축하는 동시에 "해수담수화" 관련 기술에 대한 검증을 수행하였다. 수자원 분야 기술의 특성을 반영한 웹기반 가치평가시스템의 설계 구성로직과 평가프로세스를 분석하며, 기술통합관리시스템 상의 공익형 및 수익형 기술가치를 산출하기 위한 각 모델별 참조정보 및 DB 연계로직도 살펴본다. 종래의 타 분야 기술가치평가 시스템이 지닌 재무적 데이터 기반의 사업가치 산출로직에 수자원 특성이 반영된 정성평가지표의 정량화 지수를 함께 반영한 하이브리드형 평가모듈과 실제 웹기반 평가의 UI 구성화면을 검토한다. K-water의 가치평가 모형은 공익형과 수익형 수자원 기술을 구분하여 평가하게 되는데, 먼저 수익형 기술가치평가는 "기술의 경제성"이라고 하는 특성상 외부 산업유형의 수익(Profit)특성을 반영하여 화면을 설계 가능하다. 예를 들어 K-water 기술인벤토리 수도부문 기술은 수처리 멤브레인과 같이 수익 지향 기술이 다수 분포된다. 반면에, 공익형 기술가치평가는 공공의 편익(Benefit)과 비용(Cost)특성을 반영하여 화면을 설계하게 되는데, 댐과 같이 편익을 지향하는 기술을 평가하는데 활용된다. 또한 본 고에서 제시된 비용-편익 기반의 공익형 기술가치평가 모형(K-water 고유 평가모델)에 대한 적정성 검토를 위해 사회적 수명(20년)을 지닌 수자원 기술의 편익흐름 추정으로부터 실제 사례에 적용해 보았으며, 향후에는 다양한 사업환경 특성을 반영한 비즈니스 모델별 평가모형 검증을 추가적으로 수행하고자 한다.

• 상하수도학회지
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• 제29권2호
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• pp.223-231
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• 2015

District Metered Area (DMA) construction is one of the most cost effective alternatives for management of water loss (i.e., water leakage) and energy consumption (i.e., water pressure) in water distribution systems. Therefore, it's being implemented to numerous new and existing water distribution systems worldwide. However, due to the complexity of water distribution systems, especially large-scale and highly looped systems, it is still very difficult to define the optimal boundary of DMAs considering all the aspects of water distribution system management requirements. In this study, a DMA design methodology (or a DMA design model) was developed with Geographic Information Systems (GIS) and hydraulic distribution system model to determine the optimal DMA boundary.

• KIEAE Journal
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• 제10권6호
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• pp.67-72
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• 2010

This study was conducted to examine the change of heating environment with the creation of an indoor water space. Living environments and comfort of dwellers can be improved by utilizing the physical properties of water effectively. This study focuses on the basic examination of the effect of water space and the environmental effects of water space by experiment. Two identical models were fabricated to compare the changes in indoor temperature and humidity with and without a water space. With the water space, temperature was reduced by an average of $0.55^{\circ}C$ a day and moisture content increased by an average of 4%. As a result, it was possible to obtain quantitative data on water space's temperature reduction and humidity control capacities. This study is expected to provide basic information for further studies on the effect of water spaces in various buildings.

• Water Engineering Research
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• 제1권1호
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• pp.25-37
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• 2000

This study presents some results of a preliminary study for the coupled precipitation and river flow prediction system. The model system in based on three numerical models, Mesoscale Atmospheric Simulation model for generating atmospheric variables. Soil-Plant-Snow model for computing interactions within soil-canopy-snow system as well as the energy and water exchange between the atmosphere and underlying surfaces, and TOPMODEL for simulating stream flow, subsurface flow, and water tabled depth in an watershed. The selected study area is the 2,703 $\alpha_4$ $\km_2$ Soyang River basin with outlet at Soyang dam site. In addition to providing the results of rainfall and stream flow predictions, some results of DEM and GIS application are presented. It is obvious that the accurate river flow predictions are highly dependant on the accurate predictation predictions.

• 대한조선학회논문집
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• 제40권4호
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• pp.37-45
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• 2003

Model tests using 2.0m model of the series 60 form( $C_{b}$= 0.6) were carried out in the Circulating Water Channel (CWC) in the Chosun University (CU, Korea) for the purpose of a correlative study with Towing Tank (TT). Resistance, propeller open water, self propulsion and wake survey tests were carried out and the results were extrapolated to the ship scale. These results were compared with the extrapolated ship values based on the model test of 7.0m model in the TT at the Korea Research Institute of Ships and Ocean Engineering (KRISO, Korea). The CWC test results were correlated with the results of the towing tank tests.s.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2003년도 추계학술대회 논문집
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• pp.70-75
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• 2003

Model tests using 2.0m model of the series 60 form ($C_{b}$ = 0.6) were carried out in the Circulating Water Channel(CWC) in the Chosun University(CU, Korea) for the purpose of a correlative study with Towing Tank(TT). Resistance, propeller open water, self propulsion, and wake survey tests were carried out and the results were extrapolated to the ship scale. These results were compared with the extrapolated ship values based on the model test of 7.0m model in the TT at the Korea Research Institute of Ships and Ocean Engineering (KRISO, Korea). The CWC test results were correlated with the results of the towing tank tests.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 1992년도 수공학연구발표회논문집
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• pp.133-141
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• 1992

A three water-intake structure designed to built along the right bank of the Missouri River near Chesterfield, Missouri was model-tested at an undistorted scale of 1:5. Although the discharge capacity of each of six pumps to be installed is only 21,000 gpm, the model indicated strong flow circuation and unstable free-surface conditions as flow entered the two-pump bay through a narrow sluice opening at an angle. Strong free-surface vartices were also observed in the model. The sump modifications developed in the study included an array of baffle bars, a perforated plate, floor splitters, and floor-corner fillets. The solutions developed in this study could be applied to other pump sumps with multiple pump units.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2009년도 제40회 하계학술대회
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• pp.1144_1145
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• 2009

Tidal power station is using the difference of the ebb and flow and the single action tidal power is dependent on tide amplitude and basin volume. Therefore the inflow of basin in rainy season has also effect on the daily power. Also if operating units are changed then starting head too changed. Therefore the number of units are very important for the optimization model. According to our study the primary point when we make a determination of optimization is starting head and governorl control mode. On this study optimization model for tidal power station is considered all of this conditions.

• Water Engineering Research
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• 제2권3호
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• pp.161-169
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• 2001

Present study deals with the development of a numerical model for the estimation of net annual recharge by coupling the Galerkin's finite element flow simulationl model with the Gauss-Newton-Marquardt optimization technique. The developed coupled numerical model is applied for estimating net annual recharge for Mahi Right Bank Canal (MRBC) project the norms of Groundwater Resources Estimation committee (1984, 1997) and Indian Agricultural research Institute(1983). It is observed that the estimated net recharge by inverse modeling is closer to the net recharge estimated using the water balance approach. Further it is observed that the computed head distribution from the estimated recharge agree closely with the observed head distribution. The study concludes that the developed model for inverse modeling can be successfully applied to large groundwater system involving regional aquifers where reliable recharge estimation always requires considerable time and financial resources.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2002년도 학술발표회 발표논문집
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• pp.105-108
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• 2002

In this study, flood influence analysis in the downstream of Sung-Ju dam was simulated using HEC-RAS model. Input data for the simulation was which measured water level, water velocity, stream section etc. HEC-RAS model could be applied to steady flow or gradually varied flow in natural or artificial stream. HEC-RAS model which can simulate real-time changing water level and compute water surface curve was supplied to show the standard influent amount of Sung-Ju dam. Through this study the submerged damage of Sung-Ju dam's downstream would be minimized.