• Journal of Korea Water Resources Association
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• v.53 no.spc1
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• pp.755-764
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• 2020

In South Korea, 850 standard watersheds and 7,807 KRF catchment areas have been used as basic maps for water resources policy establishment, however it becomes necessary to set up new standard maps with a more appropriate scale for the integrated managements of surface water-groundwater as well as water quantity-quality in the era of integrated water management. Since groundwater has a slow flow velocity and also has 3-D flow properties compared to surface water, the sub-catchment size is more effective than the regional watershed for the evaluation of surface water-groundwater interaction. The KRF catchment area, which has averagely a smaller area than the standard watershed, is similar to the sub-catchment area that generally includes the first-order or second-order tributaries. Some KRF catchment areas, which are based on the surface reach, are too small or large in a wide plain or high mountain area. Therefore, it is necessary to revise the existing KRF area if being used as a unit area for integrated management of surface-water and groundwater. A unit watershed with a KRF area of about 5 to 15 ㎢ can be effective as a basic unit for water management of local government considering a tributary composition and the location of groundwater wells, and as well it can be used as a basic tool for water demand-supply evaluation, hydrological observation system establishment, judgment of groundwater permission through a total quantity management system, pollution assessment, and prioritizing water policy, and etc.

• Journal of Navigation and Port Research
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• v.46 no.3
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• pp.209-215
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• 2022

On the Jeju coast, international cruise ships, passenger ships, and other ships pass frequently, as well as many fishing boats. Thus, there is a high risk of marine accidents and frequent ship collisions. Accordingly, it is urgent to establish a coastal VTS for systematic safety management of ships passing through the coastal waters of Jeju. The purpose of this study was to set the area of the VTS to be newly established. In this study, to calculate the workload of the VTS operators, a formula was proposed that reflects the monitoring workload considering the monitoring frequency and required time for target as well as non-target ships and the workload for ship collision situations. The proposed formula was applied to the newly established VTS area in Jeju. Three control sectors were set up in each VTS center. The average number of workstations per hour was approximately 1, so the division between sectors was appropriate. Thus, it was deduced that there would be no workload for the VTS operators. It is expected that the method proposed in this study can be used as primary data for calculating the appropriate number of workstations for the current VTS, and setting the VTS area for a new coastal VTS in the future.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2014.06a
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• pp.319-322
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• 2014

VTS(Vessel Traffic Center)는 관할해역의 해상교통데이터를 수집하여 해상교통관제를 수행하고 있다. 이러한 해상교통데이터는 가공되지 않는 정보이므로, 관제사 및 선박 등 사용자가 유용하게 활용할 수 있는 형태로의 분석이 필요하다. 이는 객관적인 데이터로 관제사 및 선박에서 해상교통 안전정책을 수립하는데 중요하다. 이를 위해 본 연구에서는 수년간 VTS에 축적되고 있는 BIG DATA를 활용하여 해상교통패턴을 분석하고자 한다. 분석하는 해상교통패턴은 통항분포, 선종별 항적 비교, 예부선의 강 조류 주의구역 판별, 항로상 어선 조업 현황분석 등을 통해 빅데이터를 활용한 관제구역설정, 집중관제구역 검토가 가능하다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2021.11a
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• pp.114-115
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• 2021

초고속해상무선통신망(LTE-maritime)은 '21년 1월 31일부터 해안으로부터 최대 100km 까지 해역을 집중관리구역과 관심구역으로 구분하여 통신서비스를 제공하고 있다. 현재 3톤 이상 선박을 LTE-Maritime 전용 송수신기 장착 의무 선박과 보조사업 대상 선박으로 지정하여 보급하고 있어 레저선박 제외한 전체 선박 중 약 55%에 해당하는 3톤 미만 소형선박을 위한 송수신기 개발 및 보급이 필요하다. 이에 따라 소형선박의 설치 환경을 고려한 소형화, 그에 따른 통신 가능 적정 거리 설정 등을 시험을 통해 고찰하고 향후 3톤 미만의 소형선을 위한 LTE-Maritime 송수신기 확대 보급 방안을 제안하였다.

• Journal of Korean Society of Transportation
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• v.20 no.5
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• pp.55-66
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• 2002

In many countries the principle of shielding is employed to permit a more logical approach to restricting new construction and prescribing obstacle marking and lighting. It also reduces the number of cases of new construction requiring review by authorities. Shielding principles are employed when some object, an existing building or natural terrain, already penetrates above one of the obstacle limitation surfaces described in Annex 14. If it is considered that the nature of an object is such that its presence may be permanent, then additional objects within a specified area around it may be permitted to penetrate the surface without being considered as obstacle. The shielding effect of immovable obstacles laterally in final approach and missed approach areas is more uncertain. In certain circumstances, it nay be advantageous to preserve existing unobstructed cross section areas, particularly when the obstacle is close to the runway. This would guard against future changes in either approach or take-off climb area specifications or the adoption of a turned take-off procedure.

• Journal of the Korean Association of Geographic Information Studies
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• v.12 no.4
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• pp.74-83
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• 2009

In September 2008, the Korean government has legally pronounced criteria to designate the Impact Fee Zone on the basis of the population increase rate. Taking the Dongtan Newtown in Hwasung City as the case, the study tries a grid analysis method to figure out the cells that exceed the legal population increase rate criteria. The study then performs scenario analyses that try to envelope the cells into spatially contiguous groups based on their degrees of stepwise adjacency either by the cell buffer or the cell distance standards. By overlapping the selected cell groups over the actual land-use map for the vicinity, it is found that the selected areas reasonably coincide with the blocks of the high population density in the Newtown.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.1962-1966
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• 2008

1990년대 이후 과거의 이 치수 중심적인 하천에서 하천사용자 중심을 보장하는 인간 중심적인 하천으로 하천의 개념이 변화하면서 홍수터로 사용되고 있는 하천주변 부지에 대한 관심이 고조되고 있다. 홍수터는 평상시 건조한 지역으로 유지되고 있다가 강우나 자연적으로 발생되는 유량에 의해 침수되기 쉬운 유역으로 주로 하천이나 호수 등에 인접한 낮은 지대를 의미하고 있으나 시대와 분석하는 사람에 따라 주관적으로 판단하고 있다. 본 연구에서는 하천의 치수 및 구조적 안정성을 보장하면서 자연 및 환경보전을 고려한 지속발전 가능한 하천 관리 실현을 위해 기초 자료로 제공되는 홍수터 이용현황을 조사하였다. 또한 홍수터의 구간을 하천법에 나타나는 하천구역과 홍수관리구역을 포함한 구역으로 한정하였으며, 이에 대한 대상지역은 한강 일대의 홍수터로 선정하였다. 하천 활용 현황조사는 크게 실내조사와 현장조사로 나누어 실시하였으며, 실내조사는 하천정비기본계획을 중심으로 하천구역을 설정하였으며 그에 따른 훙수터 이용현황을 분석하였으며, 현장조사는 한강 일대 홍수터를 직접 조사하여 홍수터 이용현황을 분석하였다. 조사결과 한강은 과거부터 쌀로 유명한 이천, 여주 등이 위치하고 있어 넓은 홍수터 구간을 농경지로 활용하고 있으며, 기존의 하천 하상보다 높게 복토하여 대단위 농경지로 활용되고 있었다. 그 외 지역의 홍수터는 수위변화의 영향으로 인한 피해를 최소화하기 위하여 제방을 쌓음으로써 초지 및 잡종지로 활용되고 있었다. 친수공간의 활용도는 팔당댐 부근 구간과 서울특별시 구간이 공원 및 주차장 시설 등으로 활용되고 있었다.

• Fire Science and Engineering
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• v.20 no.1 s.61
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• pp.77-82
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• 2006

This study defined engineering mechanism and compensation method to establish reference pressure of smoke control zone with atmospheric pressure that is compensated for temperature. The reliable controller of integration smoke control was developed by establishing the specifications, algorithms and constructing engineering data. The development of controller for integration smoke control can cut down number of processes, manufacturing and installation cost by removing pressure measurement pipe established separately for non smoke control zone, and improve the accuracy of pressure differential by embedding pressure measurement ports for non smoke control zone. More correct and reliable pressure differentials can be obtained by the central control from controller of integration smoke control rather than the existent individual control. This will provide the basics and the flexibility to the integral smoke control system and accordingly improve the performance of disaster prevention.

• Journal of Korea Water Resources Association
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• v.31 no.1
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• pp.27-34
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• 1998

Groundwater simulation model suing GIS and Arc/Info Gridfunctions were used to delineate wellhead protection areas. Groundwater simulation model was developed within Arcview GIS. The model. which integrates the data input and manipulation. Process simulation. and display of the results . was developed by considering time variations of the parameters. The model was applied to the EPA data. The hydraulic distributions from the EPA data and those calculated from groundwater simulation model agree well and zone of influence from EPA data and that calculated suing GRID functions seem to be consistent. The developed model may be an efficient tool to delineate WHPA because it integrates all the processes inside the GIS.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.18 no.4
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• pp.49-53
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• 2018

Parabolic offset antenna is widely used for wireless communication system. The general structure of parabolic offset antenna system is composed of supporting stand and RF devices under parabolic reflector. However sidelobe distortion in gain pattern is occurred by supporting stand and RF devices. Depending on position of subsidiary devices, angle of sidelobe distortion can be changed. In this paper we describe method for sidelobe distortion suppression using raytracing. We calculate 3D vector for sidelobe distortion suppression zone by raytracing method and compare when subsidiary device is in sidelobe distortion suppression zone or not. By comparison, we show method for parabolic antenna sidelobe distortion suppression.