• Journal of Korean Society of Industrial and Systems Engineering
• /
• v.37 no.3
• /
• pp.43-50
• /
• 2014

In this paper, we deal with a single machine scheduling problems integrating with step deterioration effect and a rate-modifying activity (RMA). The scheduling problem assumes that the machine may have a single RMA and each job has the processing time of a job with deterioration is a step function of the gap between recent RMA and starting time of the job and a deteriorating date that is individual to all jobs. Based on the two scheduling phenomena, we simultaneously determine the schedule of step deteriorating jobs and the position of the RMA to minimize the makespan. To solve the problem, we propose a hybrid typed genetic algorithm compared with conventional GAs.

• Journal of Korean Society of Water and Wastewater
• /
• v.25 no.3
• /
• pp.349-357
• /
• 2011

This study has an objective to estimate effect on water-quality enhancement by removal of contaminated river-bed material using a two-dimensional numerical modeling in the Seonakdong River, the Pyunggang River and the Maekdo River. RMA2 and RMA4 models were used for flow and contaminant transport simulation, respectively. After the analysis of the effects of flow restoration plan for the Seonakdong River system made by Lee et al (2008), simulation have been performed about scenarios which contains operations of the Daejeo Gate, the Noksan Gate, the Makdo Gate (on planning), and the Noksan Pumping Station. Because there is no option for elution from bed sediment in the RMA4 model, a simple technique has been used for initial condition modification for elution. The analyses revealed that the effect on water quality improvement due to dredging of bed sediment seemed to be less than 10 % of the total effect. The most efficient measure for the water quality improvement of the river system was the linked operation of water-gates and pumping station.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2006.05a
• /
• pp.1646-1650
• /
• 2006

본 연구에서는 영산강의 수질이 가장 심각한 광주하수처리장 방류구 직하류부에 대한 오염물질 확산에 시.공간적 분포양상을 파악하기 위하여 대상하천 영산강 본류의 25km구간에 RMA4 모델을 적용하여 오염 물질의 농도변화를 예측하였다. RMA4 모델의 적용을 위하여 RMA2 모델을 수행하여 구한 출력자료를 입력자료 사용하였으며, 수치모델의 적용을 위하여 연구 대상하천의 25km구간에 대하여 유한요소망은 2,304개의 절점과 7,635개의 요소로 구성하였다. 광주하수처리장 방류구 직하류부에 대한 오염물질 확산에 시.공간적 분포양상을 파악하기 위하여 광주하수종말처리장의 방류수에 의한 오염물질유입에 대한 4개의 시나리오를 작성하여 RMA4 모델을 수행하였으며, 광주하수종말처리장의 평균방류량 6.13cms와 BOD 수질기준 110mg/L(2004년 하수종말처리장 유입원수의 평균농도)의 농도를 유입 오염물질로 가정하여 영산강의 저수기의 유출량을 대상으로 오염물질 유입시간에 따라 4개의 시나리오에 대한 오염물질의 확산의 시.공간적 분포양상, 유하길이에 대한 오염물질의 최대 오염원농도 도달시간을 제시하였다.

• Journal of KIISE:Information Networking
• /
• v.28 no.4
• /
• pp.578-585
• /
• 2001

IP Multicast that provides best-efforts service does not guarantee reliable delivery of multicast packets. In recent years, there are many approaches to support reliable multicast, but those are insufficient for implementing scalable and reliable multicast over Internet. We propose a Reliable Multicast Architecture(RMA) for scalable and reliable multicast. The RMA model guarantees reliability using a receiver initiated retransmission mechanism, and scalability using a feedback suppression mechanism by Multicast Router(MR). Furthermore, it utilizes underlying multicast routing information to minimize the cost of protocol modification and overheads. Our performance analyses show that RMA is much superior to previous works in the point of scalability and compatibility.

• Journal of Environmental Science International
• /
• v.18 no.9
• /
• pp.971-981
• /
• 2009

An objective of this study is as follows: 1) performing sensitivity analysis and parameter estimation of RMA2 and RMA4 models for the West-Nakdong River, 2) drawing up alternatives of gates-operation for water-quality enhancement, and 3) quantitative evaluation of methodology of 'flow-restoration by gates-operation' among 'Comprehensive Plan Improving Water-Quality in the West-Nakdong River(WNR)' with the target water-quality(BOD at Nakbon-N point: below 4.3 mg/L). The parameters for the RMA2 (depth-averaged two-dimensional flow model) and RMA4 (depth-averaged two-dimensional water-quality model) were determined by sensitivity analysis. Result of parameter estimation for RMA2 and RMA4 models is $1,000\;Pa{\cdot}s$ of the eddy viscosity, 20 of the Peclet number, 0.025 of the Manning coefficient, and $1.0\;m^2/s$ of the diffusion coefficient. We have evaluated the effects of water-quality enhancement of the selected alternatives by numerical simulation technique with the models under the steady-state flow condition and the time-variant transport condition. Because of no-resuspension from river bottom and considering BOD as conservative matter, these simulation results slightly differ from real phenomena. In the case of $50\;m^3/s$ of Daejeo-gate inflow, two-dimensional flow pn results result represents that small velocity occurs in the Pyungkang Stream and no flow in the Maekdo River. In the WNR, there occurs the most rapid flow near timhae-bridge. In the WNR, changes of water-quality for the four selected simulation cases(6, 10, 30, $50\;m^3/s$ of the Daejeo-gate inflow) were predicted. Since the Daejeo-Gate and the Noksan-Gate can be opened up to 7 days, it would be found that sustainable inflow of $30\;m^3/s$ at the Daejeo-gate makes BOD in the WNR to be under the target of water-quality.

• Journal of Korea Society of Digital Industry and Information Management
• /
• v.12 no.2
• /
• pp.15-24
• /
• 2016

GPS(Global Positioning System) location tracking is a method for taking the precise coordinates after the coordinates are obtained by a GPS receiver, and displaying them on the map. In this paper with WAVE(Wireless Access for Vehicular Environment) simulation, we show that various services such as vehicle tracking service, real-time road conditions service and logistics can go tracking service, control and operation services according to the vehicle position and the traveling direction by using the GPS position data. A vehicle tracking system using GPS is automatically able to manage multiple RCP when exchanging data between RMA and the RCP, and it provides rapid requests and responses. To verify that multiple sessions between RMA and RM, as well as multiple sessions between RMA and RCP are able to be implemented, we take RMA as a RCP application on an OBU, until the RMA is receiving data response from corresponding RM. As a result of this experiment, we show that the response speeds of single session between RMA and RM using 1, 2, 3, and 4 kbyte unit data are similar, 62.32ms, 62.65ms, 63.02ms, and 63.48ms, respectively. Likewise, those of 128 muliple sessions using 1, 2, 3, and 4 kbyte unit data are not much more time difference, 298.08ms, 302.21ms, 322.85ms, and 329.62ms, respectively.

• Applied Chemistry for Engineering
• /
• v.10 no.3
• /
• pp.450-455
• /
• 1999

Unsaturated diol (UD) was prepared from the esterification of maleic anhydride with diethylene glycol (DEG). Unsaturated polyesters modified with rosin (UPMR) or with rosin maleic anhydride adduct (RMA) from 2-hydroxyethylmethacrylate (HEMA) and rosin (UPMRH) were prepared by the reaction of UD with RMA or RMA-HEMA. After crosslinking of UPMR and UPMRH with styrene and methylmethacrylate (MMA), respectively, solvent resistance, tensile strength, and adhesion property of the resins were measured. UPMR crosslinked with styrene or MMA shows an excellent resistance to water and acid. Solvents resistance and tensile strength of UPMR using styrene as crosslinking agent were increased compared with those of UPMR using MMA as crosslinking agent. UPMRH showed better solvents resistance and tensile strength than UPMR. Adhesion strengths of UPMR crosslinked with styrene and MMA were 1.61 and 3.02 MPa, and those of UPMRH were 2.32 and 3.89 MPa, respectively.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2009.05a
• /
• pp.885-889
• /
• 2009

국가하천 함평천은 전라남도 함평군과 무안군 등 2개 군에 걸쳐 위치하고 있는 영산강의 제1지류로서 동측으로는 고막원천, 서측으로는 서해안, 북측으로는 영광군이 위치하고 있으며, 남측으로는 영산강 본류와 접하고 있다. 전라남도 함평군 함평읍, 엄다면, 학교면 사이에 위치한 함평 세계 나비 곤충 엑스포장 옆의 함평 2지구 하천환경정비사업 구간을 구하도 복원사업 구간으로 설정하였다. 이 연구는 함평 2지구 하천환경정비사업 구간에서 수리학적 영향을 검토할 목적으로 수행하였다. 평면 이차원 모형을 사용하여 흐름 변화를 분석하였다. 흐름 계산은 RMA2 모형을 사용하였으며, 유속과 수위의 평면적 변화를 분석하였다. 또한, 평면 이차원 모형 적용 결과를 통해 하도 폐색 가능성을 분석하였다. 하도의 사행화와 분리하도를 구성하여 다양한 유속 분포를 보였으며, 분리하도 구간은 1 $m^3/s$ 이상의 유량을 유지하고 있어 하도 폐색은 발생하지 않을 것으로 판단되었다. 퇴적 및 침식에 의한 하도의 직선화가 되지 않도록 적절한 재료의 선택하여야 할 것으로 판단된다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.1418-1423
• /
• 2008

연안이나 하천 등에서 공사 시 준설작업으로 인해 많은 양의 부유토사가 발생되며 발생된 부유 토사의 이송 확산은 수환경에 변화를 초래한다. 따라서 준설작업에 있어 부유토사물의 이송 확산 범위를 사전에 예측하고 대비책을 세우는 것이 중요하다. 부유토사는 준설작업 시 Cutter Head가 해저면에 닿는 순간부터 작동을 멈출 때까지 계속하여 발생하며, 이러한 과정들이 반복되면서 많은 양의 토사가 발생한다. 이렇게 발생한 부유토사는 수체흐름에 따라 움직이는데 조류가 있는 연안에서는 시간에 따라 흐름이 달라지게 된다. 본 연구에서는 2차원 수치모형인 RMA2, RMA4를 이용하여 부유토사의 확산과정을 모의하고 준설현장에서 부유토사흐름을 실측하여 비교하였다.

• 제어로봇시스템학회:학술대회논문집
• /
• 2005.06a
• /
• pp.857-860
• /
• 2005

Several algorithms have been developed for the data processing of spotlight synthetic aperture radar (SAR). In particular, the range migration algorithm (RMA) does not assume that illuminating wavefronts are planar. Also, a high resolution image can be obtained by the RMA. This paper introduces an extension of the original RMA to enable a more efficient airborne SAR data processing. We consider more general motion and scene than the original RMA. The presented formulation is analyzed by using the principle of the stationary phase. Finally, the extended algorithm is tested with numerical simulations using the pulsed spotlight SAR.