최근에 "선박의 밸러스트수와 침전물의 제어 및 관리를 위한 국제협약 "이 채택되면서 국내에서도 이 국제협약을 수용하기 위한 방안이 필요하다. 외국의 밸러스트수 제어/관리 동향을 살펴보고, 국내의 환경관계법규들을 비교·검토함으로써 밸러스트수관리협약을 수용하기 위한 국내 입법화 방안을 제시하였다.

The Sustainable Water Resources Research Center (SWRRC) was established to manage water resources in an integrated manner and has been supported as a part of the 21st Frontier Research and Development Program by the Ministry of Science and Technology (MOST) and Ministry of Construction and Transportation since August 2001. The mission of the SWRRC is to cope with future water shortage problems through development and implementation of technologies of integrated water resources management. This mission ultimately aims at improving of living standards of human being, which is one of the major goals of the 21st Frontier Research and Development Program. The project is conducted by three phases. Duringthe first phase (2001. 8 ~ 2004. 6), the majority of funding is used for development of core and supporting technologies. In the second phase (2004. 7 ~ 2007. 6), with the core and supporting technologies financed continuously, the fund will be usedon different parts of studies in terms of sectors, subjects and integrated researches, and the rest of the fund (50%) will go toward implementation combined with business in the form of providing technologies. In the final phase (2007. 7 ~ 2011. 6), 30% of the fund will be used to integrate developed systems and 70% will be spent on implementation for selected areas to which newly developed technologies will be applied Project Management System for Water resources R&D is cost-effective and well fitted system by resolving many kind of problems facing such a large research and development program considering limited manager.

서해 연근해에서 사용하고 있는 기타 통발의 주 어획대상이 되고 있는 꽃게 및 피뿔고둥과 혼획율이 비교적 높은 쥐노래미를 대상으로 수조실험을 통하여 통발의 사용 경과기간에 따른 입롱행동을 조사하기 위하여 실제 어업 현장에서 사용하고 있는 통발 중에서 사용 경과기간이 서로 다른 세 종류의 통발(새 통발, 6개월 사용한 통발 및 12개월 사용한 통발)을 선별하여 각각의 통발에 대한 입롱율을 조사하고, 통발의 망목선택성을 추정하기 위한 기초자료를 얻기 위하여 꽃게나 피뿔고둥에 비해 활동성이 높은 쥐노래미에 대하여 세 종류의 망목(망목 35mm, 50mm 및 65mm)의 통발에 대한 입롱행동을 각각 조사한 결과는 다음과 같다. 1. 꽃게에 대한 통발의 사용 경과기간별 입롱율은 사용 경과기간이 6개월인 통발이 평균 4.4마리(44.0%)로서 가장 높았으며, 새 통발 2.8마리(평균 28.0%), 12개월 사용한 통발 평균 2.0마리(20.0%)의 순으로 나타났다. 2. 피뿔고둥에 대한 통발의 사용 경과기간별 입롱율은 새 통발이 평균 7.3마리(36.7%)로서 가장 높았으나, 6개월 사용한 통발이 평균 7.2마리(35.8%)로서 큰 차이가 없었으며, 12개월 사용한 통발이 평균 5.7마리(28.3%)로서 가장 낮았다. 3. 쥐노래미에 대한 통발의 사용 경과기간별 입롱율은 사용 경과기간이 6개월인 통발이 평균 3.4마리(34.0%)로서 가장 높았으며, 새 통발 평균 3.0마리(30.0%), 12개월 사용한 통발 평균 2.8마리(28.0%)의 순으로 나타났다. 4. 통발의 망목별 쥐노래미의 잔류율은 망목 35mm인 통발이 평균 2.4마리(24.0%)로서 가장 높았으며, 망목 50mm인 통발이 평균 2.2마리(22.0%), 망목 65mm인 통발이 평균 2.0마리(20.0%)의 순으로 나타났다.lly, I carried out calculation of sensitivity of control constants of autopilot with various conditions of ocean environments. 사별자의 개별성과 요구에 적합한 접근방법이 모색되어야 한다. 앞으로 한국실정에 맞는 토착화된 사별관리를 위한 다각적인 연구가 시도되어야 하며 이를 실무에 적용시켜야 한다.ssumption, additional study is needed to examine the relationship between the levels of microbes and excessive concentrations of EA, and borate at a high pH level.부정적인 반응을 보였다. '한국음식을 더 많이 해서 전통음식과 친밀한 장소로 발전시키자', '계절식품을 이용하고 비슷한 종류의 음식은 빼서 가격을 낮추자', '연령에 따라서, 또, 성인에서는 성별에 따라 가격 차이를 두자'는 의견 등이 있었다.이용한 배반포의 체외생산에 있어서 배양액내 항산화제의 첨가는 체외성숙단계에서만 효과적이었다. 이것은 아마도 항산화제가 체외성숙 시 난포란 내에서 일어나는 여러 가지 생화학 반응의 처리시간과 관련하여 활성화시킴으로써 난포란의 생존력을 높인 것이라고 사료되기 때문에 앞으로는 돼지 난포란의 효율적인 체외성숙에 대해서 배양액내 첨가물질은 물론 나아가서 방법론적인 측면에서 더욱 연구되어져야 할 것이다.ed from Nusselt's film condensation theory on tilted plate. Using those two expressions, a correlation was formulated as a function of heat flux and tilt angle,

Industrial Complex in Ulsan is one of the most important areas in the nation. It includes ship building, automobile production, petroleum industry, non-metalic industry, and related industries. However, water for drinking and industry use has been and will be short seriously. Thus available drinking water sources were searched. By rebuilding the two existing dams 20m higher than the present levels, $500,000m^3/day$(for 200days) of water sources may be produced. Additional volume of $13,000m^3/day$(for 200days) can be obtained by a number of small dam construction in the vincity area. Underground water of about $50,000m^3/day$ may also be available. The total of $680,000m^3/day$ could be produced in Ulsan area, which is enough for the population of 1,200,000 in Ulsan area even after year 2011. This newly searched volume of water may be free from pollution. Raising the dam levels may also prevent Ulsan city from chronic flooding problems. Additional advantage is that as much as the newly developed water resources can be supplied to the industrial complexes.

Purpose: Management of water is a crucial issue globally and is becoming more critical due to climate change. The purpose of this study is to explore water resource management by considering price and water usage based on river basins and to suggest more efficient residential water demand management in South Korea. Research Design, data, and methodology: This study applied data of water usage and water price of 15 regions in four major river basins by considering up and downstream locations from 1997 to 2017 collected by Ministry of Environment in Korea. This study applied regression analyses, ANOVA, and 2-Way ANOVA to verify its claims. Results: The results found that effects of price on water usage showed significant in many cities. The results also showed that means of water usages differ based on location (upstream and downstream) and river basins. Conclusion: The findings provide important policy and management implications for the improvement of water resource management in terms of demand. The results also indicate that water price should be reconsidered by comparing water price levels with those of OECD countries. Furthermore, the results imply that water management in Korea needs to improve in terms of supply to cope with climate change.

Purpose: Town of Woldia, a semi-arid region in the Northern Wollo region of Ethiopia, faces water supply shortage in general, though the town possesses a running stream of clean water throughout the year. This study is aimed at analyzing the possibility of using rainwater for water scarcity and non-potable water needs of the Woldia University. A careful study and analysis have been made to assess the feasibility of using rainwater in place of the tap water supply. Research design and methodology: This study was done inside the main campus of Woldia University located in Woldia town. The runoff water from the roof of buildings was studied, by the time of rainfall in the town. Also, the budget needed for implementing a rainwater harvesting system was calculated. Results: The findings of the study clearly indicates that the requirements of the water to use for flushing, cleaning, and washing toilets in the administrative buildings and classrooms can be satisfied by using rainwater as an alternative to tap water. Conclusion: Based on the results the study finds it is benefitable for the Woldia University to install the rainwater harvesting system at the earliest to solve the water problems prevailing in the current situation.

용수공급시스템은 용수를 안정적으로 확보하여 사용자의 수요량을 충족시키는 것을 목표로 하지만, 평년보다 적은 유입량으로 인해 정상공급에 실패하는 경우가 발생한다. 그러나 강수의 부족으로 발생하는 가뭄 상황이 언제나 용수공급 실패를 유발하는 것은 아니기 때문에, 용수공급에 대한 안전도를 산정할 때 실질적인 용수 부족 사상의 특성을 고려할 필요가 있다. 이를 위해 본 연구에서는 이수안전도 평가 지표로 주로 사용되는 신뢰도와 취약도를 이용하여 결합 가뭄관리지수(JDMI)를 개발하였으며, 이를 바탕으로 미래 용수공급 위험도를 산정하였다. 미래에 대한 분석을 위해 RCP 4.5 및 8.5 시나리오에 대하여 GCM으로부터 생산된 기후변화 시나리오 자료를 적용하고 미래 기간을 21세기 전기, 중기, 및 후기로 구분하였다. JDMI를 기반으로 낙동강 유역의 용수공급 위험도를 분석한 결과 RCP 4.5 시나리오에서 RCP 8.5 시나리오보다 위험도가 더 높은 것으로 분 석되었다. 용수공급 취약지역은 RCP 4.5에서는 남강댐(W18)으로 나타났으며, RCP 8.5에서는 형산강(W23)과 낙동강남해(W33) 유역으로 분석되었다.

The loss of safety for reservoirs brought about by climate change and facility aging leads to reservoir failures, which results in the loss of lives and property damage in downstream areas. Therefore, it is necessary to provide a Reservoir(Dam) Failure Forecasting System for downstream residents to detect the early signs of failure (with sensors) in real-time and perform safety management to prevent and minimize possible damage. Ground water level meter was installed for changes of seepage and understanding of underground stability, and its management criteria was established in change of ground water level up to dam height. Analysis results show that distribution of values are scattered so it is necessary to do monitering for 1 year to set up for numerical fitting.

상수도관의 파열은 과도한 압력, 노후화, 온도변화나 지진 등에 의한 지반이동에 의해 발생한다. 상수도관 파열이 대규모 단수, 싱크홀 등과 같은 더 심각한 피해 이어지지 않도록 신속하게 탐지 및 대응하는 것이 중요하다. 본 연구에서는 상수도관 파열 탐지를 위해 개선 Western Electric Company (WECO) 방법을 개발하였다. 개선 WECO 방법은 통계적공정관리기법 중 하나인 기존 WECO 방법에 임계치 조정자(w)를 추가하여 대상 네트워크에 적합한 이상탐지 의사결정을 할 수 있도록 했다. 개발된 개선 WECO 방법을 미국 텍사스 오스틴 관망에 적용 및 검증하였다. 상수도관 파열 발생 시 측정한 비정상데이터와 수요량 변동만 고려한 정상데이터를 이용하여 기존 및 개선 WECO 방법을 비교하였다. 최적 임계치 조정자 w값을 결정하기 위해 민감도 분석을 수행하였으며, 다양한 계측시간 간격 데이터(dt = 5, 10, 15분 등)의 영향도 분석하였다. 각 경우 별 탐지 성능은 탐지확률, 오경보확률, 평균탐지시간을 계산하여 비교하였다. 본 연구에서는 도출된 결과를 바탕으로 WECO 방법을 실제 상수도관 파열 탐지에 적용하기 위한 가이드라인을 제공한다.

본 연구는 도시 유역의 물 순환을 개선시키기 위해 최근 활발하게 적용되고 있는 저영향개발(low impact development, LID) 시설의 설계 및 계획 매개변수를 선정하기 위한 방법을 제시하였다. 이때 Storm Water Management Model (SWMM) 모형의 LID 시설 모의 기능을 활용하여 다양한 매개변수에 대해 민감도 분석 및 다양한 시나리오를 자동으로 수행하여 비교할 수 있도록 개발된 Water Management Analysis Module(WMAM)을 이용하였다. 본 연구는 최근 도시화가 진행되고 있는 서울의 한 유역에 적용하였다. 적용 결과 LID 중 하나인 투수성포장 시설이 없는 경우와 임의로 결정된 설계 및 계획 시나리오 보다 본 방법을 통해 도출된 시나리오가 총유출량 및 첨두유량 감소와 침투량 증가에 더 좋은 효과를 보였다. 향후 경제성을 고려한 방법을 개발한다면 실무에서도 활용될 수 있을 것으로 예상된다.

The Integrated Water Infrastructures Safety Management Platform(WINS+) provides safety information of water infrastructures such as dams, weirs, bridges, cut slopes, retaining walls and levees designated as the first class infrastructures to be maintained according to the nations’s safety law. The WINS+ is incorporated with a computerized Standard Operating Procedure (SOP) system that provides crisis warning level (green/blue/yellow/orange/red) to central and individual disaster response managers of waterside structures. Thus it is expected that by using the WINS+ we may strengthen disaster responsiveness and reduce the time for recovery and response at emergency.

This study developed the prototype of the system and implemented its main functions, which is the intelligent integrated agricultural water management information system and service (IaWAMISS). The developed system was designed to be able to collect, process and analyze the agricultural water information of spatially dispersed reservoirs in whole country and spatial geographic information distributed in various systems of other organizations. The system, IaWAMISS, is also possible to provide the reproduced information services in each reservoir and space units, such as agricultural water demand and supply analysis and drought prediction, to the people, experts, and policy makers. This study defined the 6 step modules to develop the system, which are to design the components of intelligent integrated information system, to derive the utilization contents of existing systems, to design the new development elements for IaWAMISS, to design the reservoir information system can be used by managers of city and county, to designate the monitoring reservoirs managed by city and county, and finally to prepare the sharing system between organizations with the existing information systems. In order to implement the prototype of the system, this study shows the results for three important functions of the system: spatial integration of reservoirs' information, data link integration between the existing systems, and intelligent analysis program development to assist decision support for agricultural water management. For the spatial integration with the reservoir water information of the Korea Rural Community Corporation, this study get IaWAMISS to receive the real-time reservoir storage information from the measurement facility installed in the municipal management reservoir. The data link integration connecting databases of the existing systems, was implemented by integrating the meteorological information of the Korea Meteorological Administration with IaWAMISS, so that the rainfall forecast data could be derived and used. For the implementation of the intelligent analysis program, this study also showed the results of analysis and prediction of agricultural water demand and supply amount, estimation of Palmer drought index, analysis of flood risk area in typhoon course region, and analysis of the storage status of reservoirs related to each storm. This study confirmed the possibility and efficiency of an useful system development through the prototype design and implementation of IaWAMISS. By solving the preliminary 6 step modules presented in this study, it is possible not only to efficiently manage water by spatial unit, but also to provide the service of information and to enhance the relevant policy and national understanding to the people.

기후변화로 인해 강수의 불확실성이 증가하는 현 시점에서 효율적인 물 관리를 위한 계절예측 및 기상 예보의 활용은 필수적이다. 본 연구에서는 기상청에서 2014년 6월부터 시행하고 있는 범주형 확률장기예보를 Hit Rate, Reliability Diagram, Relative Operating Curve (ROC)의 평가지 표를 활용하여 예측력을 검증하였고, 추가적으로 확률예보를 활용하여 정량적인 예측 강수량을 생산하는 기법을 제안하였다. 확률장기예보의 예 측력 검증결과 최대 48%의 예측력을 갖는 것을 확인할 수 있었다. 확률예보를 활용하여 예측 강수량을 추정한 결과, 정량적으로 관측 자료와 유사 하게 모의되는 것을 확인할 수 있었으며 예측 적합도 평가결과 100%의 정확도를 가진 예보의 경우 최대 0.98, 실제 예보의 경우 최대 0.71의 상 관계수를 보였다. 본 연구에서 제안하는 확률예보를 활용한 예측 강수량 추출기법은 강수의 불확실성을 고려한 물 관리를 가능하게 해줄 것으로 판 단되며 효율적인 수자원 장기 이수계획 및 저수지 운영의 의사결정지원 등에 활용 가능할 것으로 기대된다.

치성천의 홍수범람이 빈번하게 발생하는 구간을 대상으로 하단배출형 가동보를 다단으로 배치하여 가동보의 관리수위별 저류 및 홍수조절 효과 를 기존 고정보의 설치 경우와 비교분석하였다. 분석 결과를 기반으로 인공신경망 모형을 구축하여 목표하는 저류량과 하류부 홍수위 조절을 위한 가동보의 관리수위를 제안하였다. 하단배출형 가동보를 다단으로 배치할 경우 고정보 대비 하류부에서의 첨두 홍수위가 68.28%가 감소하였고, 대상구간의 총 저류량이 216%가 증가하였다. 인공신경망 학습모델의 구축을 위해 수치모의 결과 216개의 data 중 60%, 20%, 20%를 각각 학습, 검증 및 시험에 사용하였다. 학습결과 평균제곱오차가 0.1681 m2, 결정계수가 학습, 검증 및 시험에서 각각 0.9961, 0.9967, 0.9943으로 높게 나타났다. 인공신경망을 이용하여 목표하는 저류량과 하천의 하류부에서의 홍수위에 대한 각각 가동보의 관리수위의 결정방안을 제시하였다

Water management information system used by KRC(Korea Rural Community Corporation) operates widely including RIMS, RAWRIS and etc. Other systems are operated by each government department, for example, K-water(Korea Water Resources Corporation)’s WAMIS. Even though small scale reservoirs managed by city/country is just about 12% of total water resource, the reservoirs are important for controlling and securing water resource as the reservoirs, including about 14,700 reservoirs nationwide, are located at main subwater shed. So, it is necessary for KRC to execute integrated informatization. In this research, system analysis was performed to comprise the integrated water management information system including the reservoirs controlled by city and country at first. And then, improvement plan for informatization of the reservoirs controlled by city and country was proposed. This study proposed the improvement plan for informatization of the reservoirs managed by the city and country, which was systematically proposed through systemic analysis including from reservoir site to the integrated water management information system. The objects includes 1. Reservoir (basin, facilities, water depth-area curve, benefiter area), 2. Field supervision organization for the reservoir 3. Local government administrative organization, 4. Center organization 5. Network for information transfer, 6. integrated water management information system. As the reservoirs controlled by city and country are important considering managing water and facilities, operated by local government with minimum budget due to budget problem, securing sufficient budget is necessary to form an specialized organization controlling facilities and the water management system in terms of drought and flood control.

To develop various usable water from coal seam gas (CSG) water that needs to be pumped out from coal seams for methane gas production, a feasibility study was carried out, evaluating and analysing a recent report (Coal Seam Gas Water Management Policy 2012) from Queensland State Government in Australia to suggest potential CSG water treatment options for fit-for-purpose usable water production. As CSG water contains intrinsically high salinity-driven total dissolved solid (TDS), bicarbonate, aliphatic carbon, Ca+2, Mg+2 and so on, it was found that appropriate treatment technologies are required to reduce the hardness below 60 mg/L as CaCO3 by setting the reduction rates of Ca+2, Mg+2 and Na+ concentrations, as well as TDS reduction. Also, Along with fiber filtration and membrane separation, an oxidation degradation process was found to be required. Along with salinity reduction, as CSG water contains organic compounds (TOC: 248 mg/L, C6 -C9: <20 mg/L and C10 - C36: <60 mg/L), compounds with relatively high molecular weights (C10 - C36) need to be treated first. Therefore, this study suggests a combined system design with filtration (Reverse osmosis) and oxidation reduction (electrolysis) technologies, offering proper operating conditions to produce fit-for-purpose usable water from CSG water.

Impervious areas have been expanded by urbanization and the natural structure of water circulation has been destroyed. The limits of centralized management for controlling storm water runoff in urban areas have been suggested. Low impact development (LID) technologies have been promoted as a crucial alternative, establishing a connection with city development plans to build green infrastructures in environmentally friendly cities. Thus, the improvement of water circulation and the control of nonpoint source were simulated through XP-SWMM (storm water and wastewater management model for experts) in this study. The application of multiple LID combination practices with permeable pavements, bioretention cells, and gutter filters were observed as reducing the highest runoff volume by up to 70%. The results from four different LID installation scenarios indicated that permeable paving is the most effective method for reducing storm water runoff. The rate of storm water runoff volume reduced as the rainfall duration extended. Based on the simulation results, each LID facility was designed and constructed in the target area. The LID practices in an urban area enable future studies of the analysis of the criteria, suitable capacity, and cost-efficiency, and proper management methods of various LID techniques.

A state-of-the-art safety management system of water infrastructures based on ICT Technology is now under development by incorporating 1) real-time safety evaluation system, 2) disaster risk management support system based on GIS, and 3) decision-making support system for damage restoration equipped with multi sensor information acquisition system such as UAV and CCTV. This study includes development of practical natural disaster scenarios for flooding, typhoon and earthquake events based on recorded data, and standardization of disaster management platform.