• 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.

• 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.

• 한국방재학회:학술대회논문집
• /
• 2008.02a
• /
• pp.187-190
• /
• 2008

The water quality at the Dongbin Harbor at Pohang city, is getting worse due to the sewage and the wastewater from communities. In this syudy, RMA2 and RMA4, which is two-dimensional depth-averaged finite element numerical model, were employed to simulate the improvement of water quality from inflowing water through an inland canal to be planned connecting Dongbin Harbor and the Hyeongsan River. For the comparative result of the numerical model, both the present condition and the restoration condition (after construction of an inland canal) is simulated. The results of these conditions reasonably simulate a real situation at the Dongbin Harbor. After construction of an inland canal, the water quality at the Dongbin Harbor will be compared to the fresh water quality of the Hyeongsan River at the steady state. Futhermore, The result of simulation will be used to decide the most effective dimension of the canal.

• 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.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2007.05a
• /
• pp.1407-1411
• /
• 2007

현재까지 우리나라에서 주로 사용되고 있는 2차원 흐름 해석모형은 미연방 도로국(U.S. Federal Highway Administration)과 연계하여 Brigham Young University에서 개발된 SMS(Surface-Water Modeling System) 모형이다. SMS모형 중 이송 확산 모형으로는 RMA-4가 포함되나 이 모형은 최신 수치기법을 반영하지 못하는 등의 문제점들로 인해 실제 물리적 현상 모의에 있어서 한계를 가지고 있다. 따라서 물리적 현상에 대한 적절한 모의를 위한 개선과정을 통하여 RAM4가 개발되었다. 본 연구에서는 현장실측 자료를 바탕으로 RMA-4와의 모의결과 비교를 통하여 오염 확산 해석모형인 RAM4의 적용성을 검증하고자 하였다. RAM4와 RMA-4 모의에 있어서 격자구성과 경계조건은 동일하게 설정하였으며, 유량조건은 평수량과 갈수량으로 선정하였다. 각각의 유량시 수위조건이 틀려지므로 각 유량조건에 대한 격자구성을 달리하였다. 모의구간은 낙동강 본류의 수산대교에서 삼랑진 철교까지의 약 13km 구간을 대상으로 하였다. 모의 구간내에는 밀양-하남 하수처리장이 상류 좌안측에 위치하고 있고, 만곡, 단면의 축소 및 확대, 하중도, 합류 등의 지형학적 특징들이 비교적 짧은 구간에 나타나고 있어 모형의 검증에 적합하다고 판단된다.

• The Journal of the Korea Contents Association
• /
• v.9 no.1
• /
• pp.400-406
• /
• 2009

In this study, in order to find the movement of polluted substance that is flown into the river and the characteristics of dispersion, the experiment that used the RI (Radioactive Isotope) tracer in the river was undertaken, and by using the experiment result, the figure modelling was undertaken to analyze the general type of pollutant dispersion. In addition, in order to calculate more accurate dispersion range and moving time, the experiment was done in about 2km from the measuring points of Namdae Stream around the Yongdam Dam of the upper Geum River to the lower stream. In order to find out the flow of river and dispersion of polluted substance, RMA (Resource Modeling Associates)-2 and RMA-4 program are used in study. The site experiment using the RI was implemented for the experiment in the applied area and the same area, and the distance between each zone was set for 1km with the slight difference for site situation and measured the density date of one second distance through the NaI apparatus to measure the density data of one second interval. On the basis of this measured data, it is compared and analyzed with the result of figure copy of the models to make the comparison and analysis of density distribution following the change in expansion coefficient that makes great influence on expansion range and dispersion in natural rivers.

• 한국방재학회:학술대회논문집
• /
• 2008.02a
• /
• pp.795-798
• /
• 2008

An estuary is very important that the seawater and the freshwater meet and they formed wide foreshore and estuarine which is used as the habitat of various living thing and spawning bed of fish. Masan bay is typical closing bay in Korea. It is located 9 km from the open sea and most inside of Jinhae bay. The width of bay entrance is less than 1 km, where the flow velocity is very low. The large scale industrial complex of Masan bay is located in near Masan and Changwon city whose population is about 100 million. Because of low tidal velocity, the pollutants from the land are accumulated, which makes the water quality worse in Masan bay. The purpose of this study is to analyze the various hydraulic characteristics using RMA-2 model. The advection and diffusion of pollutant is also simulated using RMA-4 model according to the inflow of Changwon-stream and Nam-stream. The hydraulic simulations include the effect of tide which can be characterized by the tide data of Masan bay tide observatory.

• The Journal of the Convergence on Culture Technology
• /
• v.9 no.4
• /
• pp.277-281
• /
• 2023

Recent aggressive threats by North Korea using small drones have heavily impacted on ROK(Republic of Korea) society and it seems to be agreed that counter-drone systems are required to protect our properties. ROK government has been investigating current counter-drone systems for national important facilities. However, there is no consensus standard to evaluate the systems. This paper is to propose a counter-drone system evaluation framework which is the outcome through RMA(Revolution in Military Affairs) thinking process. The RMA thinking process is currently well-implemented in ROK army to develop future military strategy. The proposed framework has 4 categories - threat analysis of North Korea small drones, convergence of detection, tracking and neutralizing systems, integrated operations and available experts and organization - which have corresponding criteria.

• Journal of Korea Water Resources Association
• /
• v.31 no.1
• /
• pp.85-93
• /
• 1998

This study is to analyze and predict the contaminant transport based on the hydrauli characteristics using 2-dimensional finite element model. The dynamic wate quality model. RMA-4. is used to predict the contaminant transport using the hydrulic characteristics obtained from RMA-2v model. The study region is from downstream of Cham-sil weir to upstream of Shin-Kok weir. From the results of contaminant transport analysis. it is shown that the variations of discharge and velocity give quite large effect to the transport and dispersion of contaminant material. and that the water qualities of Joong-Rang and Tan streams play an important role to the downstream also. when the incidental contaminant accident occurs and contaminant material moves to the downstream. it is resulted the decreasing of the maximum COD and the increasing of the duration time to be affected by contaminant. Finally. 2-dimensional analysis is required in the case of large river like Han River. since the large difference of contaminant concentration has been investigated in the left and right bank.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2009.05a
• /
• pp.785-790
• /
• 2009

섬진강 하구역에서 모래채취로 인한 지형변화와, 댐 및 취수장의 증가로 인한 유량감소로 인해 해수의 역류범위가 증가하여 참게나 재첩과 같은 경제성 어종이 감소하고, 염분으로 인한 농업용수사용 불가와 같은 염수피해가 늘어가고 있다. 따라서 본 연구에서는 2차원 수치모형인 RMA-2, 4와 3차원 수치모형인 EFDC를 각각 이용하여 밀물 시 염수가 전파되는 범위 및 염수농도를 모의하고, 동시에 2차원 모형과 3차원 모형을 비교하여 모의목적에 대한 각 모형의 장 단점을 알아보았다. 모의결과를 살펴보면 최저 수위 시 두 모형이 큰 차이를 보이는 것을 볼 수 있었으며, EFDC가 상류쪽으로 더 길게 염수침입이 일어나는 것을 볼 수 있었다.