• Title/Summary/Keyword: Civil Movement

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DSLA: Dynamic Sampling Localization Algorithm Based on Virtual Anchor Node

  • Chen, Yanru;Yan, Bingshu;Wei, Liangxiong;Guo, Min;Yin, Feng;Luo, Qian;Wang, Wei;Chen, Liangyin
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • v.13 no.10
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    • pp.4940-4957
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    • 2019
  • Compared with the localization methods in the static sensor networks, node localization in dynamic sensor networks is more complicated due to the mobility of the nodes. Dynamic Sampling Localization Algorithm Based on Virtual Anchor (DSLA) is proposed in this paper to localize the unknown nodes in dynamic sensor networks. Firstly, DSLA algorithm predicts the speed and movement direction of nodes to determine a sector sampling area. Secondly, a method of calculating the sampling quantity with the size of the sampling area dynamically changing is proposed in this paper. Lastly, the virtual anchor node, i.e., the unknown node that got the preliminary possible area (PLA), assists the other unknown nodes to reduce their PLAs. The last PLA is regarded as a filtering condition to filter out the conflicting sample points quickly. In this way, the filtered sample is close to its real coordinates. The simulation results show that the DSLA algorithm can greatly improve the positioning performance when ensuring the execution time is shorter and the localization coverage rate is higher. The localization error of the DSLA algorithm can be dropped to about 20%.

Laboratory Model Tests on the Load Transfer in Geosynthetic-Reinforced and Pile-Supported Embankment System (토목섬유보강 성토지지말뚝시스템에서의 하중전이 효과에 관한 모형실험)

  • Hong, Won-Pyo;Lee, Jae-Ho
    • Journal of the Korean Geosynthetics Society
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    • v.9 no.3
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    • pp.9-18
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    • 2010
  • A series of model tests were performed to investigate the load transfer by soil arching in geosynthetic-reinforced and pile-supported(GRPS) embankment systems. In the model tests, model piles with isolated cap were inserted in the model container and geosynthetics was laid on the pile caps below sand fills. The settlement of soft ground was simulated by rubber form. The loads acting on pile caps and the tensile strain of geosynthetics were monitored by data logging system. At the given interval ratio of pile caps, the efficiency in GRPS embankment systems increased with increasing the height of embankment fills, then gradually converged at constant value. Also, at the given height of embankment fills, the efficiency decreased with increasing the pile spacing. The embankment loads transferred on pile cap by soil arching increased when the geosynthetics installed with piles. This illustrated that reinforcing with the geosynthetics have a good effect to restraint the movement of surrounding soft grounds. The load transfer in GRPS embankment systems was affected by the interval ratio, height of fills, properties of grounds and tensile stiffness and so on.

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Application of the Absorbing Boundary Condition in Moving Force Analysis of Asphalt Concrete Track (흡수경계조건의 아스팔트 콘크리트 궤도 동적 해석에의 적용)

  • Lee, Seonghyeok;Chung, Keunyoung;Jung, Wooyoung
    • Journal of the Korean Society for Railway
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    • v.19 no.1
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    • pp.54-66
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    • 2016
  • In this study, the absorbing boundary condition was adopted to prevent elastic wave propagation due to abrupt load condition changes in moving force analysis. It was proven to be effective in reducing inappropriate noise components. Furthermore, to verify whether fixed point excitation in a laboratory test can simulate train movement effectively, the results of dynamic analysis for fixed point excitation and moving force conditions were analyzed. The dynamic stability of an asphalt track structure under a KTX train condition was also studied. Additionally, the dynamic safety of asphalt tracks was verified by comparing the results of a moving force analysis under a KTX train load and a quasi-static analysis under the design standard Korean train load.

The Active Measure of the Operation of the Volunteer Fire Brigade in Korea (우리나라 의용소방대의 활성화 방안 고찰)

  • Jeong, Gi-Sung
    • Fire Science and Engineering
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    • v.23 no.5
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    • pp.138-142
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    • 2009
  • The system of The Volunteer Fire Brigade is the Civil autonomic one which was set up from The Chosun Dynasty and has been active. Having suffered from several dificulties from Japanese control in the Chosun Dynasty, The Volunteer Fire Brigade was established by the enactment 1958 Fire Law and we have had it up to this time. The Volunteer Fire brigade played an important role in the period of the past Fire fighting personnel and equipment which we did not have. It has carried out the assistance of the Fire extinction, the early extinction of a fire in the rural region, the extinction of the forest fire, and lots of social volunteering actions etc. but, today's Fire fighting system has made the surprising developments, such as the improvement of national economic power, the increase of knowledge about the safety of the people, the openness of The Fire Fighting Department of Korea. I will try to check out the role of The Volunteer Fire Brigade which filled up the lacking part the fire fighting in the past and make the measures which can activate in these days, looking for the new field of the movement.

Study on Sludge Thickening with Mesh is Used as Filtration Msdia (여과분리재를 이용한 슬러지 농축에 관한 연구)

  • Kim, Boo-Gil;Park, Min-Soo
    • Journal of Environmental Science International
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    • v.15 no.10
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    • pp.945-949
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    • 2006
  • For a membrane bio-reactor, it is possible to fillet and separate activated sludge and effluent by head loss of centimeters, if non-woven fabric material is used as titration media. However, if non-woven fabric material is used to thicken high-concentration sludge, excessive sludge attachment causes the rapid decrease of flux. Mesh with fore sizes of $100{\mu}m,\;150{\mu}m,\;and\;200{\mu}m$ allows for easy separation of attached sludge. This study examined the possibility of mesh as filtration media. Existing close-flow filtration process, which requires maintaining sludge movement, makes It difficult to obtain high thickening rate. With a view of complementing this weakness, this study has made an experimental examination on how high-concentration sludge (about 3,000mg/L to 10,000mg/L) will be filtered and thickened when mesh module is submersed in the bio-reactor. Effluent flowed from the bottom of the bio-reactor by head loss of 65cm. In case of pore size of $100{\mu}m$, SS showed high recovery of 80% to 96%; therefore, it has been decided that mesh can be used as filtration media. Filtration lasted for more than 9 hours, until sludge with 9,000mg/L in MLSS concentration was thickened 9 times as dense. In the range from 3,610mg/L to 9,060mg/L in MLSS concentration, it was possible to obtain effluent with less than 2mg/L in MLSS concentration within 10 minutes.

Water Quality Simulation of Juam Reservoir Depend on Total Pollution Loads Control (총량규제에 따른 주암호의 장래 수질 예측)

  • Jang, Sung-Ryong;An, Ki-Sun;Kwon, Young-Ho;Han, Jae-Ik
    • Journal of Environmental Science International
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    • v.19 no.1
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    • pp.39-45
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    • 2010
  • When the Juam multipurpose dam which is connected with existing large water supply facilities is finished, water environment is changed from stream to lake. The changed quality of water should be examined. In this study, the result of water quality forecasting is analysed and an effective management plan of water quality is presented. Tn this study, the WASPS model that is a dynamic water quality simulation model was selected to forecast the water quality. This model forecasts movement of change of pollutants. For an application of the model, the subject areas were divided into seventeen sub-areas by considering change temperature depending measuring points and on depth of water. Meteorological data collected by the meteorological observatory and data about quality measured by the Korea Water Resources Development Corporation were used for an operation of the model. As a result of quality examination through quality data and estimated pollutant loading, the water quality environment criterion was grade II and the nutritive condition was measured as meso-graphic grade. In this study, an effective management was planned to improve water quality by reducing pollution load. According to the result of examination, when more than 30% of BOD was reduced it was recorded that the environment standard of water quality was improved to the second grade.

Experimental Study on Lateral Flow Behavior of Soft Ground due to Embankment (성토로 인한 연약지반의 측방유동 거동에 관한 실내모형실험)

  • You, Seung-Kyong;Kim, Jae-Hong
    • Journal of the Korean Geosynthetics Society
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    • v.10 no.1
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    • pp.43-51
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    • 2011
  • Pile-supported embankment is one of the reinforcing methods to minimize damage due to the severe subsidence and lateral flow when soft clay ground is supported with embankment. pile-supported embankment mainly penetrates soft ground into the bearing stratum in order to support surcharge load which minimizes the subsidence and lateral flow due to the surcharge load. The aim of this research is to review quantitatively reinforcing effect of pile-supported embankment which is installed in soft clay ground. From the model test, it reproduced the ground movement with regard to the non-reinforced and reinforcing embankment-pile and also analyzed stabilizing effects of lateral flow due to the pile-supported embankment. With regard to the case of installing pile-supported embankment, its were analyzed stabilizing effects of lateral flow in cases of quick-load and slow-load to make different surcharge load.

The Development of Next Generation Smart PMIS System (차세대 스마트형 PMIS 시스템 개발)

  • Park, Kyung-Mo;Im, Chul-Woo;Kim, Chang-Duk;Jeong, Hyung-Seok
    • Korean Journal of Construction Engineering and Management
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    • v.14 no.2
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    • pp.117-130
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    • 2013
  • It is a difficult thing to administer a various task in the construction site because, the person placing an order are eagerly demanding for the reduction of project duration as the trend of construction are becoming larger and international. The advanced country have made an effort to development PMIS based on the Web, which to exchanges a various construction information such as Time Management/Construction Management/Resource Management/Document Management to solve these problems since 2000. However, the expectation to develop a smart PMIS that can deal with a more quick change of a various process are becoming lager as the lively supply of IT equipment such as smart phone and table PC. The research are aim to develop the next generation smart PMIS, which is link with the table PC and smart phone for a site manager to use the system based on the web in the movement. Also, it has an object in view to introduce the development process and the major function of the next generation PMIS.

DEM Based Urban Inundation Analysis Model Linked with SWMM (SWMM을 연계한 DEM기반의 도시침수해석 모형)

  • Lee, Chang-Hee;Han, Kun-Yeun;Choi, Kyu-Hyun
    • Journal of Korea Water Resources Association
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    • v.39 no.5 s.166
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    • pp.441-452
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    • 2006
  • Recently the natural damage associated with flood disaster has been dramatically increased. Especially, inundation in the urban area causes serious damage to people and assets because of the concentration of infrastructure and population growth. The purpose of this study is to develop a new urban inundation model combining a storm sewer system model and a 2D overland-flow model for the estimation inundation depth In urban area caused by the surcharge of storm sewers. The movement of water in the studied urban watershed is characterized by two components, namely, the storm sewer flow component and the surcharge-induced inundation component. The model was applied to Goonja and Jangan catchments. Inundated depths were presented to demonstrate model simulation results. The simulation results can help the authority decide preventing flood damages by redesigning and enlarging the capacities of storm sewer systems in the inundation-prone areas. The model can also be applied to make the potential inundation area map and establish flood-mitigation measures as a part of the decision support system for flood control authority.

Public Image on the Archives through Mass Media: Media Coverage of Archival Profession, Institutions and Collections in Korea between 2003 and 2004 (대중 매체에 비친 아카이브의 공공 인식: 아카이브와 관련된 직업군, 기관, 기록물에 대한 2003-2004년간의 국내보도)

  • Lee, Joohyun
    • Journal of Korean Society of Archives and Records Management
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    • v.5 no.1
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    • pp.47-64
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    • 2005
  • Public image on the Archives is investigated through media coverage of archival profession, institutions and collections in Korea between 2003 and 2004 in this research. News stories under the subject of archives are collected and categorized into archival culture, value of records, business archives, government records and civil rights movement, and archivists and archival advocacy. The patterns of the media coverage are discovered and analyzed from various viewpoints. As a result, ongoing proactive public relations with mass media are necessary in order to enhance currently low public image of archives of Korea.