「장애인복지법」에 따라 국가 자격시험은 장애인과 비장애인이 동일한 시험에 응시할 수 있도록 하고 있으며, 청각장애는 동 력수상레저기구 면허취득 결격사유에 해당하지 않아 청각장애인도 면허취득을 할 수 있다. 선박이나 동력수상레저기구에서는 해상에서 충돌위험이 있을 때 조종신호, 경고신호 등의 위험신호를 음향신호를 통해 상대에게 알려 주위의 위험 상황을 발견하지 못하여 발생할 수 있는 사고를 예방하도록 하고 있다. 하지만, 청각장애인의 레저활동 중 주위 선박이나 동력수상레저기구의 소리를 통한 위험신호를 청 각장애로 인해 위험신호를 확인하지 못해 발생할 수 있는 해양사고를 방지할 수 있는 방안이 필요하다. 음향수신장치(Sound Reception System)는 선교가 완전히 폐위된 선박에 설치하여 외부 소리의 증폭과 소리의 수신 방향을 화면상에 표시하는 장치로서, 청각장애인의 동 력수상레저기구에 선박 음향수신장치를 활용하여 청각장애로 인해 청취할 수 없는 위험신호와 같은 음향신호의 유무 및 방향을 동력수 상레저기구의 화면상에 시각적 표시를 통해, 청각장애인의 레저활동 중 음향신호를 확인하지 못하여 발생할 수 있는 해양사고를 예방하 기 위한 개선방안을 제시하였다.

본 연구는 해양산업시설에서 배출되는 위험·유해물질(Hazardous and Noxious Substances) 중 아연을 대상으로 국내 서식종을 기반 으로 한 독성시험을 수행하고, 그 결과를 활용하여 국내 실정에 맞는 아연의 해양 수질 준거치(Marine Water Quality Criteria)를 제안하였다. 시험생물은 국내 연근해에 분포하고 산업적으로 유용하며, 표준 시험방법이 존재하는 종을 우선으로 5개의 분류군(Algae, Rotifer, Crustacean, Mollusc, Fish)의 총 10종을 선정하여 독성시험을 수행하였으며, 급·만성비(Acute-Chronic Ratio) 산출을 위하여 무척추동물, 어류 분류군에 대한 만성독성시험을 수행하였다. 국내종 독성시험에서 산출된 독성값을 활용한 수질준거치는 US EPA의 CCC (Criterion Continuous Concentration) 산출 기준으로 9.56 ㎍/L, 호주/뉴질랜드의 산출 기준으로 15.50 ㎍/L 로 나타나 호주/뉴질랜드에서 권고하는 기준인 14.40 ㎍/L 와 유사하였다. US EPA 및 호주/뉴질랜드는 자국의 생태독성 데이터베이스(US EPA Ecotox Database, Australasian Ecotoxicology Database)를 보유하고, 신뢰도 높은 독성값들을 생성하여 수질 기준 및 산출 기준을 갱신하고 있다. 한편, 국내에서는 국내종 기반 급성 독 성값을 적용하고 있지만, 중요한 산출 지표인 급·만성비는 US EPA 또는 유럽의 결과값을 활용하여 해양 수질 준거치를 산출하고 있으며, 국내의 생태독성 자료 또한 제한적인 실정이다. 따라서, 국내 해양 서식종을 기반으로 한 지속적인 독성시험과 준거치 설정 체계를 확보하 여 국내 해양생물과 생태계를 보호할 수 있는 해양 수질 준거치 도출이 필요할 것으로 판단된다.

This study focused on using indirect filtration through riverbeds to produce high-quality drinking water. Data on water quality from a water intake facility(capacity 10,000 m3/day) and nearby rivers were collected over a three-year period. The average intake facility specifications were found to be a specific surface area of 58 balls/m2, a mean particle size of 24 mm, an inflow velocity of 2.2 cm/sec, and a burial depth of 5 m. The water quality improvement rate was assessed as grade Ia, surpassing the adjacent river’s water quality. Correlation analysis showed a weak correlation between opening ratio, Suspended Solid (SS), and Biochemical Oxygen Demand (BOD) compared to total coliforms and fecal coliforms. The correlation coefficient R value of SS was -0.614, BOD was –0.588, total coliforms -0.870, and fecal coliforms -0.958. The R value shows a negative value, which showed that the larger the opening rate, the lower the removal rate of water pollutants. The correlation coefficient R values according to the depth of burial were found to be BOD 0.914, SS-0.124, total coliforms 1.000, and fecal coliforms 0.866. The deeper the burial depth, the higher the removal rate of BOD and microbial groups.

In the field of 3H decontamination technology, the number of patent applications worldwide has been steadily increasing since 2012 after the Fukushima nuclear accident. In particular, Japan has a relatively large number of intellectual property rights in the field of 3H processing technology, and it seems to have entered a mature stage in which the growth rate of patent applications is slightly reduced. In Japan, tritium is being decontaminated through the Semi-Pilot-class complex process (ROSATOM, Russia) using vacuum distillation and hydrogen isotope exchange reaction, and the Combined Electrolysis Catalytic Exchange (CECE, Kurion, U.S.) process. However, it is not enough to handle the increasing number of HTOs every year, so the decision to release them to the sea has been made. Another commercial technology in foreign countries is the vapor phase catalyst exchange process (VPCE) in operation at the Darlington Nuclear Power Plant in Canada. This process is a case of applying tritium exchange technology using a catalyst in a high-temperature vapor state. The only commercially available tritium removal technology in Korea is the Wolseong Nuclear Power Plant’s Removal Facility (TRF). However, TRF is a process for removing HTO from D2O of pure water, so it is suitable only for heavy water with high tritium concentration, and is not suitable for seawater caused by Fukushima nuclear power plant’s serious accident, and surface water and groundwater contaminated by environmental outflow of tritium. Until now, such as low-temperature decompression distillation method, water-hydrogen isotope exchange method, gas hydrate method, acid and alkali treatment method, adsorption method using inorganic adsorbent (zeolite, activated carbon), separator method using electrolysis, ion exchange adsorption method using ion exchange resin, etc. have been studied as leading technologies for tritium decontamination. However, any single technology alone has problems such as energy efficiency and processing capacity in processing tritium, and needs to be supplemented. Therefore, in this study, four core technologies with potential for development were selected to select the elemental technology field of pilot facilities for treating tritium, and specialized research teams from four universities are conducting technology development. It was verified that, although each process has different operating conditions, tritium removal performance is up to 60% in the multi-stage zeolite membrane process, 30% in the metal oxide & electrochemical treatment process, 43% in the process using hydrophilic inorganic adsorbent, and 8% in the process using functional ion exchange resin. After that, in order to fuse with the pretreatment process technology for treating various water quality tritium contaminated water conducted in previous studies, the hybrid composite process was designed by reflecting the characteristics of each technology. The first goal is to create a Pilot hybrid tritium removal facility with 70% tritium removal efficiency and a flow rate of 10 L/hr, and eventually develop a 100 L/hr flow tritium removal system with 80% tritium removal efficiency through performance improvement and scale-up. It is also considering technology for the postprocessing process in the future.

항만에 배치되는 수역시설 중 정박지는 대상 선박이 주묘되지 않고 안전하게 정박할 수 있도록 충분한 수면적을 확보하여야 한다. 이러한 수면적의 계산 시에는 대상 선박의 전장, 수심, 저질 등의 요소를 고려하는 것이 일반적이다. 그러나, 국내 각 항만의 항만시 설운영세칙(혹은 규정)에는 정박지의 선박수용능력 기준으로 총톤수를 사용하고 있다. 본 연구에서는 총톤수 단위의 정박지 선박수용능력 기준을 선박의 전장으로 변환하여 실제 대상 선박의 투묘 중 선회 반경을 계산한 결과, 분석 대상 90개의 정박지 중 25개의 정박지(27.8%) 에서 선회 반경이 지정된 수면적을 초과하는 것으로 나타났다. 이러한 분석 결과를 바탕으로, 국내 각 항만의 항만시설운영세칙(혹은 규 정) 상 정박지 선박수용능력 기준을 전장으로 개정하고, 관련 해사 법령의 해당 조항 개정을 개선방안으로 제시하였다.

The purpose of this study is to analyze outcome of the project to improve old water supply facilities in Airforce Base to improve water revenue rate. To achieve the objective of this study, First, literature review is conducted to clearly define the concept of water revenue rate improve project. Second, WASCO project on 2 Airforce base review and smart water management pilot project on 1 Airforce base is conducted. Third, economical analysis of project is conducted to examine the outcome. As a result, WASCO and smart water management pilot project on Airforce base was effective to improve water revenue rate. Finally, the improvements were suggested after investigating the key factors on water revenue rate improve project. In the future, this study will be used as a baseline for developing water revenue rate improve project.

The proper operation and safety management of water and wastewater treatment systems are essential for providing stable water service to the public. However, various natural disasters including floods, large storms, volcano eruptions and earthquakes threaten public water services by causing serious damage to water and wastewater treatment plants and pipeline systems. Korea is known as a country that is relatively safe from earthquakes, but the recent increase in the frequency of earthquakes has increased the need for a proper earthquake management system. Interest in research and the establishment of legal regulations has increased, especially since the large earthquake in Gyeongju in 2016. Currently, earthquakes in Korea are managed by legal regulations and guidelines integrated with other disasters such as floods and large storms. The legal system has long been controlled and relatively well managed, but technical research has made limited progress since it was considered in the past that Korea is safe from earthquake damage. Various technologies, including seismic design and earthquake forecasting, are required to minimize possible damages from earthquakes, so proper research is essential. This paper reviews the current state of technology development and legal management systems to prevent damages and restore water and wastewater treatment systems after earthquakes in Korea and other countries. High technologies such as unmanned aerial vehicles, wireless networks and real-time monitoring systems are already being applied to water and wastewater treatment processes, and to further establish the optimal system for earthquake response in water and wastewater treatment facilities, continuous research in connection with the Fourth Industrial Revolution, including information and communications technologies, is essential.

A-B Process는 A 단계에서 에너지 회수능력을 획기적으로 향상시키고, B 단계에서는 에너지 소비를 절감할 수 있는 기술로 구성되는 것을 특징으로 한다. A-B Process는 다양한 단위기술로 구성이 가능하며, 향후 에너지 생산 하수처리 시설을 위해서 필수적이라고 할 수 있다. 대표적으로 A단계는 고속활성슬러지 공법 또는 혐기처리로 구성하여 일반 활성슬러지공법과 대비 높은 COD Capture가 가능하며, A단계에서 제거되지 않은 일부 유기물과 질소는 B단계에서 단축질산화/탈질공정 또는 부분질산화/아나목스 공정으로 에너지를 절감한 형태로 효율적인 제거가 가능하다. 본 연구는 A단계에서 혐기성 세라믹 분리막 생물반응조 공정을 도입하여 하수처리로부터 90% COD Capture가 가능하였다.

It is considered necessary to renewal a considerable number of water supply facilities in Korea because they began to be intensively buried in the period of rapid economic growth. Accordingly, local water providers are required to take measures against this situation, but they have currently been caught in a vicious circle of the lack of budget spent in renewing water supply facilities because county-based small-scale local water supply cannot afford to cover annual expenditures with their revenues from water rates. Therefore, this study developed an optimal renewal planning model capable of achieving a balance of financial revenue and expenditure in local water supply using nonlinear programming and furthermore of minimizing the total cost incurred during the analysis. To this end, this study selected the water supply area located in County Y as a research area to build the financial revenue and expenditure and used Solver function provided by Microsoft Excel to use nonlinear programming. As a result, this study developed an optimal renewal planning model minimizing incurred costs in consideration of 6 items in the financial revenue and expenditure. The optimal renewal plan was modeled according to the available annual budget. As a result, this study proposed SICD, a scenario to minimize total costs from the perspective of water suppliers, and SITS, a scenario to minimize the increase in water rates from the perspective of consumers. It can be said that the method proposed in this study is the core of the optimal financial and renewal plans as a final stage of asset management for water supply facilities. Therefore, it is considered possible for local water providers to use the method proposed in this study according to circumstances for the asset management of water supply facilities.

In this study, seismic fragility analysis are carried out for the water supply facilities. To consider the uncertainty of ground characteristics, the variability of soil in several cases is considered based on RSM and the winkler Foundation method is adopted to model the ground. Limit state of water supply facilities defined as two steps.: the collapse prevention level and the serviceability level. As an input ground motion for evaluating seismic fragilities, foreign surveyed real earthquakes and artificial earthquakes which can be generated in the Korean peninsula are used. The destruction ability according to peak ground acceleration of an earthquake for the water supply facility is evaluated in this paper. From the analysis results, the probability of failure of the ductile iron pipe and wrapped steel pipe under real earthquakes have shown as upper than the Korean artificial earthquakes. It could evaluate the damage of water supply facilities to an earthquake and could be applied as basic data for seismic design of water supply facilities.

Since aged water treatment facilities could threaten the sustainable water supply, asset management system has been adopted for their systematic management. Level of Service(LoS) is one of critical components of asset management and could be quantified through benchmark index(BMI). Water supplier could estimate consumer’s satisfaction and their performance through BMI to improve the LoS. We developed BMI for water treatment facilities from customer’s satisfaction survey. BMI, represented with the Total Service Score(TSS), was assessed with water quality, water pressure, taste and odor, water rate, and service quality with weighing factors. BMI could, further, be used to assist the analysis of the life cycle cost to increase the unit of LoS.

본 연구에서는 진동대 실험을 통한 수계형 소화설비의 내진성능평가를 실시하였다. 실험에 사용된 수계형 소화설비 시설에는 일반 배관, 내진형 배관, 펌프 등 이다. 그리고 수계형 소화설비 시설의 동적거통특성을 파악하기 위하여 El-Centro 지진파 50%,70%, 100%, 120% 수준의 가진을 가하였다. 그 결과, 내진형 설비보다 일반형 설비에서 변위 응답과 가속도 응답이 큰 것으로 보아내진형 설비가 일반설비에 비해 내진성능이 우수하다는 것을 알 수 있었다. 또한, 가진 수준별 가속도 응답스펙트럼을 통하여 일반형시설과 내진형 시설의 성능 평가뿐만 아니라 작은 규모의 지진에서도 일반형 설비의 파괴가 일어날 수 있다는 것을 알 수 있었다. 본연구를 통해 수계 소화설비의 내진성능을 평가 할 수 있었고 수계 소화설비의 내진성능 기준을 검증할 수 있었다.

This study was carried out to investigate the presence of L. pneumophila in indoor air and water collected from 692 air conditioning cooling towers at different public facilities. For these 4 years (2001～2004) of investigation, water samples were collected in high air conditioner operating month (from July to September) at department stores, hotels, offices, hospitals, discount stores, and public agencies. It was found that L. pneumophila was present in water samples from 47 air conditioning cooling towers. The detection rate of L. pneumophila was 7.6% in 2001, 10.7% in 2002, and 9.5% in 2003, respectively. When we compared the 4 air conditioner operating months, the highest rate of L. pneumophila detection was obtained in the water samples of July. The detection rate of L. pneumophila differed among different facilities. The highest detection rate of 17.9% was found in samples from department stores. L. pneumophila was detected similarly in water samples from hospitals (8.3%) and offices (8.2%). pH, temperature, and turbidity in the 47 L. pneumophila positive water samples ranged from pH 7 to 9, from 25℃ to 38℃, and from 1.0 to 3.5, respectively.

In this study, the antibiotic components in the final effluent from the 12 wastewater treatment facilities located in the Nakdong River basin were investigated, and the correlation between organic matters, nutrients and antibiotics was analyzed. In the final effluent of the wastewater treatment facilities, three sulfonamides antibiotics (sulfamethazine, sulfathiazole, sulfachlorpyridazine) and tetracyclines antibiotics (oxytetracycline, doxycycline) were detected. Sulfamethazine were detected at all points and ranged from 10.398 to 278.784 ng/L. Sulfathiazole were detected at 6 points (Andong, Gumi, Hapcheon, Miryang, Uiryeong, Haman), and ranged from 23.773 to 144.468 ng/L. The correlation coefficients between sulfathiazole and TSS, COD, TOC, NH3-N, NO2-N, and T-N components were high in the range of 0.73 to 0.92. The correlation coefficient between sulfamethazine and T-N was 0.48, and the correlation with the rest of the water quality components was low. The correlation coefficient between sulfamethazine and sulfathiazole was 0.78. Through this study, it was confirmed that the concentration of sulfonamides antibiotics was higher than the concentration of tetracyclines antibiotics in the final effluent of 12 wastewater treatment facilities in the Nakdong River basin, and the concentration of sulfathiazole increased with organic matters and nutrients.

The numerical model was developed to estimate the transient behavior of pressure waves in pipe systems. The computational algorithm was proposed to model the water hammer phenomenon in a pipe system with pump shutdown at midstream and sudden valve closure at downstream. To predict the pressure head and the flow velocity as a function of time as a result of rapidly closing a valve and pump shutdown, two boundary conditions at the ends considering pump operation and valve control can be implemented as specified equations of the pressure head and flow velocity based on the characteristics method. It was shown that the effects of transient flow make it determine the needs for protection devices, such as surge tanks, surge relief valves, or air valves, at various points in the system against overpressure and low pressure. It produced reasonably good performance with the results of the proposed transient model for pipeline systems. The proposed numerical model can be used as an efficient tool for the safety assessment of hydropower plants due to water hammer.