본 논문은, 국적일반화물선 공식안전성평가(Formal Safety Assessment, 이하 FSA) 연구의 1, 2 단계에 해당하는 위험요소 식별(Hazard identification) 및 식별된 사고 시나리오에 대한 위험도 분석(Risk analysis) 결과를 소개한 "국적일반화물선 초기안전성평가 연구(1)"에 이어 FSA 연구의 3, 4 그리고 5단계를 수행한 내용으로, 국적일반화물선의 운용 중 발생 가능한 위험을 저감할 수 있는 위험도제어방안들(Risk Control Options)을 식별하는 단계(Step 3)와 식별된 위험도제어방안들 중 전문가 의견수렴을 통하여 선별된 위험도제어방안들을 대상으로 한 비용-효과 평가 단계(Step 4: Cost-Benefit Assessment) 그리고 비용-효과 평가의 결과를 정리하여 국적일반화물선의 안전성 제고를 위한 구체적인 방안을 제안하는 단계(Step 5: Recommendation for Decision Making)의 결과를 소개하였다.

최근 IMO에서는 산적화물선 및 유조선, 대형여객선에 이어 '일반화물선의 안전(general cargo ships safety)'에 대한 논의의 필요성이 제기(IMO, 2006a)되고 있으며, 본격적인 논의를 위한 준비 작업으로 국제선급협회(IACS)를 통한 공식안전성평가(Formal Safety Assessment, 이하 FSA) 작업이 수행되고 있다. FSA란 위험도(risk)분석과 비용-효과 평가(cost-benefit assessment)를 바탕으로 인명, 해양환경 및 재산의 보호를 포함한 해사안전의 향상을 목적으로 한 구조화되고 체계적인 방법론으로서 새로운 법규의 평가, 기존법규와 새로운 (제안) 법규와의 비교, 그리고 여러 이해관계자의 공감대 형성을 통해 법규 변경/개발을 용이하게 하는 수단이다(IMO, 2007). 본 연구는 국적일반화물선의 안전성 평가를 위한 수단으로서 IMO FSA방법론의 유용성을 확인하고, 향후 IMO에서의 '일반화물선 안전'에 대한 논의에 대응하기 위한 기초자료의 확보를 목적으로 하고 있다. 본 논문에서는 국적일반화물선에 대한 FSA의 1, 2 단계에 해당하는 위험요소 식별(Hazard identification) 및 사고시나리오에 대한 위험도 분석(Risk analysis) 결과를 중심으로 소개하였다.

본 연구의 목적은 한국 산악유역에서의 지형 상사를 규명하여 보고, 이를 이용하여 한국형 지형수문단위도를 유도하고 검증하는 데 있다. 실제로 실무에서는 홍수분석을 위하여 가장 일반적으로 단위도법이 사용되어 왔으나, 한국 유역에의 적합성, 조절 매개변수 산정의 불확실성 등에 있어서 많은 어려운 점을 내포하고 있었다. 본 연구에서는 한국의 40여개의 산악 소유역의 지형자료를 수집하고 분석하여 다양한 한국 지형상사를 규명하여 보았다. 다음에는 기존의 지형수문곡

This study based on electro-coagulation & oxidation reaction is applied to wastewater treatment. Electro-oxidation reaction is used to remove cyanide(CN) which is contained in plating wastewater. Cyanide is transferred by gases such as NH3, NOx, CO2. Analysis result and removal efficiency of Cyanide which is contained in heavy metal wastewater of plating plant, are shown as following paragraph. In electrode arrangement experiment, removal efficiency of carbon electrode(-)/STS316L electrode(+) arrangement method is superior to carbon electrode(-)/carbon electrode(+) arrangement method. Removal efficiencies of cyanide in different HRT such as 30 min, 45 min, 60 min, 75 min and 90 min are 85.5%, 93.1%, 98.0%, 98.7% and 99.4% respectively in carbon electrode(-)/STS316L electrode(+) arrangement method. Finally we can estimate the critical point at HRT of 60 min which the variation of removal efficiency is decreased and HRT to obtain removal efficiency of less than 1 ㎎/LCN is minimum 90 min.

This study was conducted to investigate the ratios of phosphorus release to COD uptake, phosphorus release to nitrate removal, and phosphorus uptake to phosphorus release by DNPAOs(denitrifying phosphate accumulating organisms). In case I～IV, influent 1 were fed with synthetic wastewater with influent 2 NO3--N injection to anoxic zone and the case V were fed with municipal wastewater with side stream oxic zone instead of influent 2 NO3--N injection. As a result, the ratio of phosphorus release to carbon uptake was increased in accordance with nitrate supply. The DNPAOs simultaneously took up phosphate and removed nitrate from the anoxic reactor. In case I～IV, with above 20 mg/L of sufficient NO3--N supply, phosphate was taken up excessively by the DNPAOs in anoxic condition. The large amount of both uptake and release of phosphorus occurred above 20 mg/L of nitrate supply, achieving the ratio of phosphorus uptake to phosphorus release to be 1.05. In case V, phosphate luxury uptake was not occurred in system due to 6.98 mg/L of insufficient NO3--N supply and the ratio of phosphorus uptake to phosphorus release was 0.98. Consequently, if nitrate as the electron acceptor was sufficient in anoxic zone, the ratio was found to be high.

많은 분야에서 장비 또는 상용 프로그램이 개발되고 있고, 새로운 기술과 타사 제품의 장점이 더해지면서 점차 복잡해져가고 있는 추세이다. 이러한 점차 복잡해져가는 장비의 사용성(Usability)을 증진시키기 위해 정보를 통합하는 설계(Information Integration Design)가 주목을 받게 되었다. 하지만 정보 통합이 절대적으로 좋은 것일까? 본 논문에서는 각 나라의 선급에서 추진하고 있는 Conning Display 설계에 대한 연구를 통하여, 과도한 정보 통합 보다 정보를 통합하는 과정 속에서 행해지는 정보의 분산(Information Distribution)이 더욱 효율적임을 보이고자 하였다. 이를 위하여, 여러 인간공학적 연구 방법을 적용하여 Conning Display를 설계해 보았으며, 수행도 평가 실험을 실시하였다. 실험 결과 적절한 수의 정보를 적절한 곳에 배치한 대양(연안) 항해 시 그리고 목적 항 입출항시로 구분된 Conning Display가 더욱 효과적인 것을 알 수 있었다.

항해사의 업무수행도 감소는 해양사고 발생의 주요 원인 중의 하나로 자주 언급되고 있다. 인터뷰와 항해 기록분석을 통한 선원의 작업시간 분석에 대한 연구는 일부를 수행되었으나, 작업부하, 작업교대, 스트레스, 수면 등이 선원의 인지능력에 미치는 영향을 분석한 사례 매우 한정적이다. 항공, 철도와 같은 다른 운송 산업에서는 승무원의 근무 패턴을 관리하기 위한 피로관리 도구를 개발하고 있고 있는데, 이러한 도구들은 선원, 항해사 및 육상관리자의 효율적인 근무일정을 계획하는데 도움을 줄 수 있다. 따라서 본 연구에서는 항해사의 인지능력을 평가하기 위해, 해상 충돌상황에서의 종합적 대응능력을 평가할 수 있는 소프트웨어 프로그램을 개발하였다. 항해 전문가를 대상으로 한 실험을 통하여, 평가기준을 개발하였으며, 실습 항해사를 대상으로 하여 시스템에 대한 검증이 이루어졌다. 본 시스템은 선박운항 시 충돌사고를 회피하기 위한 항해사의 인지능력을 평가할 수 있으므로, 당직 전 혹은 승선 전에 짧은 시간 동안의 평가를 통하여 항해사의 전반적 인지능력을 평가하고, 이 결과를 항해사에게 경고메시지 형태로 전달할 수 있다.

This study was conducted to remove organics and nutrients using 2 stage intermittent aeration reactor. First reactor, using suspended microbial growth in intermittent aeration instead of anaerobic reactor in the typical BNR process, used minimum carbon source to release P, and it was possible to reduce ammonia loading going to second reactor. In the second reactor, using moving media intermittent aeration, it was effective to reduce nitrate in non-aeration time by attached microorganisms having long retention time. In aeration time, nitrification and P uptake were taken place simultaneously. From the experiment, two major results were as follows. First, the removal of organics was more than 90%, and optimum aeration/non-aeration time ratio for organic removal was corresponded with aeration/non-aeration time ratio for nitrogen removal. Second, in the first reactor, optimum aeration/non-aeration time ratio was 15/75 (min.) because it was necessary to maintain 75 min. of non-aeration time to suppress of impediment of return nitrate and to lead release of phosphate. In the second reactor, optimum aeration/non-aeration time ratio was 45/90 (min.).

본 연구는 지형 기후학적 단위유량도(Geomorphoclimatic Unit Hydrograph, GCUH)가 산악지역의 유출량과 돌발홍수 기준우량을 산정하는데 적절한지를 검토한 것으로, 우선 산악지역의 유출량을 산정하는데 적절한 방범인지를 덕천강 유역에 대해 확률강우량으로 지형기후학적 단위유량도의 첨두유량과 기존 보고서의 착률 홍수량 자료를 비교하는 방법과 실측 호우사상을 HEC-HMS(Hydrologic Engineering Center-Hydrol

GIS기법과 원격탐사 기법은 수문학의 지형자료 구축과 응용 분야에 활발하게 이용되고 있으며 다방면에서 많은 연구가 진행 중이다. 본 연구에서는 산악지역에서 토양 특성과 토지 피복 상태에 따라 유출 특성이 어떻게 나타나는지를 CN값을 산정하여 평가 하였다. 토지 피복 분류에 신경망 기법을 사용하여 보다 적합한 분류 방법을 모색하고자 했고, CN값 산정을 위한 연산에 GIS기법출 사용하였다. 우선 샘플지역을 선정하여 토지 피복의 정확도를 평가하면, 기존의

This study was carried out to obtain the operating characteristics of SMMIAR process for biological nitrogen·phosphorus removal. SMMIAR was operated at HLR(Hydraulic loading rate) of 39.6, 52.8, 63.4 and 79.2ℓ/㎡/d respectively and the operating parameters such as intermittent aeration time ratio of aerobic/anoxic, DO and microorganism concentration were changed to confirm the optimum operating condition. The concentrations of the wastewater BOD, TN(Total nitrogen) and TP(Total phosphorus) were 150, 30 and 7.5㎎/ℓ respectively. Achieving better removal efficiencies of BOD, TN and TP up to 90, 85.4 and 95.4% respectively, we must keep in operation condition of SMMIAR by 0.75 of time ratio of aerobic/anoxic and by minimum 45 minutes of oxic period simultaneously.

This study was carried out to obtain the optimal operating parameter on organic matters and nutrient removal of mixed wastewater which was composed of sewage and stable wastewater using SBR. A laboratory scale SBR was operated with An/Ae(Anaerobic/ Aerobic) ratio of 3/3, 2/4 and 4/2(3.5/2.5) at organic loading rate of 0.14 to 0.27 ㎏BOD/㎥/d. TCOD/SCOD ratio of mixed wastewater was 3, so the important operating factor depended upon the resolving the particulate parts of wastewater. Conclusions of this study were as follows: 1) For mixed wastewater, BOD and COD removal efficiencies were 93-96% and 85-89%, respectively. It was not related to each organic loading rate, whereas depended on An/Ae ratio. During Anaerobic period, the amount of SCOD consumption was very little, because ICOD in influent was converted to SCOD by hydrolysis of insoluble matter. 2) T-N removal efficiencies of mixed wastewater were 55-62% for Exp. 1, 66-76% for Exp. 2, and 67-81% for Exp. 3, respectively. It was found that nitrification rate was increased according to organic concentration in influent increased. Therefore, the nitrification rate seemed to be achieved by heterotrophs. During anoxic period, denitrification rate depended on SCOD concentration in aerobic period and thus, was not resulted by endogenous denitrification. However, the amount of denitrification during anaerobic period were 3.5-14.1㎎/cycle, and that of BOD consumed were 10-40㎎/cycle. 3) For P removal of mixed wastewater, EBPR appeared only Mode 3(3*). It was found that the time in which ICOD was converted to VFA should be sufficient. For mode 3 in each Exp., P removal efficiencies were 74, 87, and 81%, respectively. But for 45-48 of COD/TP ratio in influent, P concentration in effluent was over 1 ㎎/L. It was caused to a large amount of ICOD in influent. However, as P concentration in influent was increased, the amounts of P release and uptake were increased linearly.

This study was conducted to evaluate capability of dyeing wastewater treatment for 3 type reactors. These reactors were Packed Bed Reactor(PBR), Fluidized Bed reactor(FBR) and Moving Media Complete Mixing Activated Sludge reactor(MMCMAS). Experiments of PBR and FBR were performed by various packing ratios and organic loading rates, experiments of MMCMAS were performed by various organic loading rates In order to obtain SBOD_5 removal efficiencies of more than 90%, the F/Mv ratios of PBR, FBR, MMCMAS were 0.11 ㎏BOD/㎏MLVSS·d, 0.12 ㎏BOD/㎏MLVSS·d, and 0.37 ㎏BOD/㎏MLVSS·d, respectively. So MMCMAS system which has more active microorganisms showed better capability of organic removal and also stronger dynamic and shock loadings than those of PBR and FBR. In PBR and FBR, the media packing ratio of 20% showed better performance of organic matters removal effciencies than 10% and 30%, but sludge production rate at media packing ratio of 30% was relatively lower than that of 10% and 20%. When more than 90% organic matters removal efficiency was obtained, the ratios of attached biomass to total biomass at PBR, FBR, MMCMAS were 89∼99%, 87∼98%, and 54∼80%, respectvely. The ratio of attached biomass to total biomass was low in MMCMAS. This was formation of thin biofilm due to shear force between rotating disc and water. The average sludge production rates(㎏VSS/㎏BODrem.) of PBR, FBR and MMCMAS were 0.20, 0.29 and 0.54, respectively.

This study was focused on analyzing the headway of various types of trailer in Pusan city with the high heavy vehicle rate. Then Passenger Car Equivalent(PCE) was calibrated in order to identify the impact of trailers in the traffic flow at the signalized intersections. To fulfill this goal types of trailer were classified into five categories such as full trailer semi-trailer unloaded semi-trailer semi-trailer loaded with 20ft container and semi-trailer loaded with 40ft container and Passenger Car Equivalents were identified. the Results are as follows: 1) The PCE’s were 2.64, 1.51, 2.09, 2.16 and 2.23 respectively. 2) The saturation flow rate on the signalized intersection was lower than that on the multi-lane highway in the big city of Korea. 3) The start-up delay on the thru lane was similar to the average value in our country but the start-up delay on the left-turn lane was longer than the average value in our country by the impact of container Vehicles.

This study was conducted to investigate the biological treatment capability of MMCMAS(Movinig Media Complete Mixing Activated Sludge) reactor for high strength organic wastewater (Average BOD=800㎎/ℓ). And this experimental results were compared previous study for low strength organic wastewater (Average BOD=150㎎/ℓ) by the same reactor. In this study, we abtained following conclusions ; (1) The laboratory MMCMAS reactor demonstrated that SBOD removal efficiencies of more than 90% can be achieved at organic loading rates of 30.9 gBOD/㎡/d for high strength organic wastewater and 39.4 gBOD/㎡/d for low strength organic wastewater, respectively. (2) The nitrification rates of MMCMAS reactor was found same results of similiar organic loading rates. (3) The ratio of attached biomass to total biomass on the moving media varied in the range of 40 to 63% and 32 to 94% for high and low strength organic wastewater, respetively. And it was varied at the various concentration of influents for the similiar organic loading rates. The sludge production rates was found approximately 0.37 gVSS/gBODrem. in MMCMAS reactor.