• Proceedings of the KAIS Fall Conference
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• 2012.05a
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• pp.356-359
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• 2012

SNCR 기술은 SCR에 비해 탈질 효율은 떨어지지만 촉매없이 고온 배출가스에 NH3 또는 요소수를 직접 분사하여 질소와 물로 환원시키는 방법이므로 초기 투자비 및 운영비가 적어 최근 국내 대다수의 소각장, 산업용 보일러 등에 널리 적용되고 있다. 단, SNCR 기술은 급격한 온도 강하나 접근의 불용이성, 불균일한 혼합, 액적의 증발시간 지연, 불균일한 운전 조건 등의 영향을 크게 받으며, 특히 반응 온도가 가장 중요한 변수로서 최적 반응 온도 영역대가 약 800~$1,000^{\circ}C$라는 점에서 이상적인 반응 온도 조건을 찾아서 환원제를 분무하는 것이 매우 중요하다. 이에 본 연구에서는 열유동 전산해석을 통해 스토커식 소각로의 폐기물 성상별 화염 온도 분포를 예측하고 적정 반응 온도 영역을 확인하여 요소수 주입 고도를 선정, 폐기물 성상별 분무 조건을 확립하고자 수치 해석적 연구를 수행하였다. 폐기물 성상(고질/중질/저질 폐기물)별로 화염 온도를 예측한 결과, 최적 반응 온도 영역대가 약 800~$1,000^{\circ}C$, 폐기물 성상의 심한 변화 때문에 소각로의 효율적인 연소 조건 제어에 어려움 등을 고려하여 약 700~$1,000^{\circ}C$ 온도 영역대를 환원제 분무 온도로 선정하였다. 폐기물별로 발열량에 따른 화염 온도가 모두 다르기 때문에 환원제 분무 위치를 3지점으로 선정하여 각 지점별로 분무 운전 조건을 확립하였다.

• KSBB Journal
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• v.19 no.1
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• pp.78-82
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• 2004

Experiments were carried out to select an organic nitrogen source and optimize the culture conditions for the production of arachidonic acid by Mortierella alpina DSA-12. Corn steep powder(CSP) was selected as an organic nitrogen source based on arachidonic acid production and raw material price. The optimum C/N ratio was in the range of 15 to 17 with the medium containing glucose as carbon source and CSP as nitrogen source. The optimum culture conditions for arachidonic acid production showed 500 rpm agitation and 25$^{\circ}C$ culture temperature at 0.5 vvm aeration. Under the optimum conditions, the concentration of cell, total lipid and arachidonic acid were 21.8 g/L, 10.2 g/L and 3.70 g/L, respectively, from 50 g/L glucose and 18 g/L CSP. In the 500 L fermenter with 0.5 vvm aeration and 200 rpm agitation, the concentration of cell, total lipid and arachidonic acid were 19.8 g/L, 9.1 g/L and 3.67 g/L, respectively, from 50 g/L glucose and 18 g/L CSP. This result showed that an arachidonic acid production could be possible with a bench-scale fermenter using corn steep powder as a nitrogen source.

• Journal of Intelligence and Information Systems
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• v.14 no.4
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• pp.147-160
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• 2008

BPMS(business process management system) facilitates defining new processes or updating existing processes. However, processing of exceptional or nonroutine task requires the intervention of domain experts or introduction of the situation specific resolution process. This paper assumes sufficient amount of business process exception handling cases are stored in the process repository. Since the retrieval of the best exception handling process requires a good understanding about the exceptional situation, context awareness is an important issue. To facilitate the understanding of exceptional situation and to enable the efficient selection of the best exception handling process, we adopted the 'situation variable' and 'decision variable' construct. A case example for exception handling in the e-commerce delivery process is provided to illustrate how the proposed construct works. Application of the C5.0 algorithm guarantees the construction of an optimum search tree. It also implies that an efficient search path has been identified for the context aware selection of the best exception handling process.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.180-180
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• 2011

하천의 정상적인 기능 및 상태를 유지하기 위하여 필요한 최소유량을 의미하는 하천유지유량은 하천수질보전, 하천생태계보호, 하천경관보전, 염수침입 방지, 하구막힘 방지, 하천시설물 및 취수원보호, 지하수위 유지 등을 감안하여 산정하게 된다. 하천유량 변화는 하천내 동 식물에 영향을 미치며, 특히 고등 생물인 어류의 서식처, 산란장소 및 산란조건 등은 유량 및 수위변화에 민감하게 반응하므로 하천구간별 어류의 서식처 유지에 적절한 수심, 유속 등 수리 조건을 제공할 수 있는 유량을 산정하게 된다. 국내에서는 90년대 후반부터 생태계를 고려한 하천유지유량 개념이 도입되었으며, 어류의 적절한 수생 서식환경 평가를 위해 주로 유량 점증 방법론(IFIM, Instream Flow Incremental Methodology) 개념에 입각한 물리서식처 모형을 이용한 연구가 진행되어 왔다. 본 연구에서는 낙동강수계 13개 지점을 선정하여 어류상 조사를 실시하여 어류의 물리서식처 모형과 수심-유속-유량 관계곡선을 이용한 간단법을 이용하여 생태계 보전을 위한 필요유량을 산정하였다. 어류 물리서식처 모형으로는 어류서식환경 평가에 가장 광범위하게 이용되고, 생태적 특성을 반영할 수 있는 유량점증방법론의 PHABSIM(Physical HABitat SIMulation) 모형을 선택하였다. 현장 모니터링 및 문헌조사를 통해 각 지점별 대표어종을 선정하고, 유량, 수심, 저수로 하천단면, 하상재료와 같은 수리특성을 조사하고, 선정된 한계단면에 대한 유량측정을 실시하였으며, 수심-유속-유량 관계곡선을 통하여 각 지점의 대표어종이 서식할 수 있는 최소유량을 산정하였다. 또한 지점별로 서식처 적합도 지수(HSI, Habitat Suitability Index)와 가중가용면적(WUA, Weighted Usable Area)를 산정하였으며, 이는 PHABSIM 모형의 적용에 이용되었다. 물리서식처 모형과 간단법 적용결과를 비교해본 결과, 모든 지점에서 물리서식처 모형 적용결과가 간단법에 비해 크게 산정되었는데, 이는 간단법이 성어기 서식에 필요한 최소 수리조건을 선택하였지만, PHABSIM의 경우 성어기 어류서식의 최적 수심 및 유속을 이용하여 가중가용면적을 산정하기 때문인 것으로 판단된다. 어류서식과 관련된 많은 관련 데이터가 축적된다면 어류서식처에 맞는 최적의 생태유량을 보다 정확하게 산정할 수 있을 것으로 판단된다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.3
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• pp.1756-1763
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• 2014

A water pipeline buried under the riverbed could be exposed by bed erosion, therefore safe crossing sections should be analyzed for preventing damages due to the exposure of pipelines. In this study, flow and bed changes have been simulated using a two-dimensional numerical model for selecting the optimized section of pipeline crossing in the Geum River. As a result of simulation with the 20-year recurrence flood, sediment deposition has been distributed overall in the channel and bed erosion over 2 m has occurred near bridge piers. For the extreme flood simulation, the channel bed near the bridge piers has been eroded down to the buried depth. Therefore, within 140 m upstream of the bridge piers, bed erosion affects a buried pipeline in safety due to bridge pier effects and the crossing section over 150 m upstream of bridge piers is selected as a safe zone of a water pipeline.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.31 no.3
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• pp.31-38
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• 2003

In the present work, a nonlinear inverse perturbation method which has been used in the structural optimization, is adopted so as to identify the structural damages. Unlike the structural optimization, a larger number of constrained equations than the number of unknown parameters are often required detect structural damage. Therefore, nonlinear least squares method is utilized to solve the problem. Because only a limited number of sensors are available I real situation of damage detection, the determination of sensor location becomes one of the most important issues. Hence, this work concentrates on the issue of sensor placement in the framework of nonlinear inverse perturbation method, and the performances of various methodologies concerning to sensor placement are compared with each other. The comparisons show tat the successive elimination method gets good performance for sensor placement. From the several numerical studies, it is confirmed that the inverse perturbation method, combined with the successive elimination method, is very promising in structural damage detection.

• Korean Journal of Food Science and Technology
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• v.35 no.6
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• pp.1045-1052
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• 2003

To develop a burnt beef flavor by reaction flavor technology, hydrolyzed vegetable protein (HVP) was reacted with precursors. Ribose, cysteine, furaneol, thiamin, methionine, garlic powder, and phospholipid were selected as suitable precursors for producing a burnt beef flavor. HVP and the selected precursors were reacted in a high pressure reactor to optimize reaction parameters, such as temperature, time, and water content. Optimum reaction conditions were $130^{\circ}C$, 1 hr, and 7.5% water addition. A burnt beef flavor was generated without pH adjustment. On the basis of an omission test, cysteine, furaneol, thiamin, and garlic powder were evaluated for optimization using response surface methodology. The optimum composition of precursore was determined to be 7.7% cysteine, 7.3% furaneol, 2.1% thiamin, and 6.9% garlic powder. Based on these results, optimum reaction conditions for the production of a burnt beef flavor from HVP were 5% ribose, 5% methionine, 5% phospholipid, 7.7% cysteine, 7.3% furaneol, 2.1% thiamin, 6.9% garlic powder, 7.5% water addition, $130^{\circ}C$ reaction temperature, and 1hr reaction time.

• Korean Journal of Construction Engineering and Management
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• v.13 no.1
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• pp.77-86
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• 2012

Progress measurement provides project participants with valuable information in terms of 'current status', 'corrective countermeasure', and 'forecast of future risks'. However, the managerial effort (or workload) required to acquire and maintain detailed progress data has been the major barrier to practical implementation. Even though recent efforts in utilizing data acquisition technologies (DATs) have actively attempted to automate the progress measurement process, previous DAT research has only been focused on limited construction tasks or selected technologies. This paper proposes a DAT selection algorithm that automatically assign an appropriate DAT for every commodity item for an entire constriction project. Five different criteria were identified and developed in order to comprehend specific requirements for automating the progress measurement of each commodity group. A case-study and also a survey from practitioners were conducted in order to validate the proposed methodology.

• Journal of the Korean Society for Railway
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• v.12 no.3
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• pp.427-436
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• 2009

This paper introduced Railway Network Design Problem (RNDP) to provide priority decisions on high-speed railway investment scenarios defined by various network segments and train systems. The RNDP optimizes the objective functions of minimize total travel time. Results show that the priority of high-speed railway investment is found to be East-west, West-coast, and South-coast line respectively. An entirely new line built with 400km/h is found to be the best alternative to East-west line. Regarding West-coast and South-coast line, the combined alternative of upgrading Geolla and Kyeonjon line with 200km/h and building a new line with 400km/h and 350km/h for remains of each line is the best.

• Journal of Korea Water Resources Association
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• v.50 no.9
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• pp.609-616
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• 2017

In this study, algorithm for the selecting the optimum monitoring location and leakage detection algorithm based on back tracing calculation method were developed and verified by the experiments in pilot plant of water distribution system. First of all, optimum monitoring locations were selected and pressure changes were measured due to artificial leakage by pressure gauges in pilot plant. Simulations of leakage detection was performed for the verification of back tracing calculation method as a leakage detection method. From the results, it was found that leakage locations and leakage amount were exactly estimated. Various leakage amount from $0.0005m^3/s$ to $0.0018m^3/s$ were reproduced and leakage location was detected by back tracing calculation method. It was verified that back tracing calculation method as a leakage detection method is effective.