• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.26 no.6
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• pp.625-631
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• 2008

Correct evaluation of cut and fill volume of soil is one of the most important factors which controls construction cost in enormous construction sites. To achieve accurate computation of soil volume in construction site precise surveying is required, however most of construction sites adopt existing optical surveying instruments such as Total Station. The problem when using these optical instruments in construction sites is that these instruments take longer time in data acquisition. Due to insufficiency of computation time accurate and precise observation cannot be accomplished with these equipments. As a result roughly calculated earthwork volume may cause arguments between contractors and supervisors in the matter of reduction or increasement of total construction cost. In this study VRS-RTK Surveying is adopted to perform fast and accurate in-situ surveying for rapid computation of soil volume. This VRS-RTK Surveying system is proved to have more accurate three dimensional coordinates with high density and better economical solution with less manpower.

• JOURNAL OF ELECTRICAL WORLD
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• s.290
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• pp.90-94
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• 2001

일본의 수력발전소는 국산에너지의 주력산업으로 클린하며 또한 재생 가능한 에너지로서 수백kW의 소수력에서 500MVA급의 대용량 양수까지, 여러 목적에 맞는 역할을 다하고 있다. 특히 양수발전소는 전력계통의 부하 평활화라는 중책을 담당하고 있으며, 앞으로 전력수요의 증가에 따라 더욱더 그 중요도는 증가할 것이다. 미쓰비시전기의 양수발전소의 단위용량은 1990년대 전반까지는 367MVA(도쿄전력 신고뢰천)가 최대였으나 ''98년 운전 개시한 간사이 전력 오다다양목의 400MVA, 2000년 운전 개시한 국내최대용량의 도쿄전력 갈야천의 475MVA로 최근 대용량화가 진전되어 그 대용량기술의 진보는 크게 주목을 받고 있다. 또 주기의 회전속도에 있어서도 400min${^-1}$급에서 500min${^-1}$로, ''보다 더 고속대용량화'' 시대에 돌입하였다고 할 수 있다. 또한 수력발전소는 일찍부터 일인화$\cdot$무인화에 의한 감시제어의 자동화$\cdot$성력화가 추진되어 왔다. ''50년대의 일인화제어를 거쳐'' 60년대에는 원방감시제어화에 의해 완전자동화$\cdot$무인화를 실현하였다. 그 후에도 디지털기기의 응용에 의하여 감시제어장치의 고기능화가 진전되고 또 보호도 포함한 토털디지털시스템도 구축되어 있다. 또한 중소수력발전소에 대하여는 종래 분산시스템이었던 시퀀서/거버너/AVR을 1CPU로 실현한 일체형배전반이 차후의 중소 수력제어장치의 주력기종이 되고 특히 범용컨트롤러를 적용한 시스템도 실용화되어 가고 있다. 본고에서는 최근의 수차, 발전기의 고속$\cdot$대용량화를 중심으로 한 동향과 감시제어시스템의 기술동향을 소개함과 동시에 앞으로의 전망에 대하여 기술하고자 한다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.9
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• pp.2435-2439
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• 2009

In this research we propose the need of implementing CRM systems to reactivate traditional retail markets, and analyze the primary factors for successful implementation of CRM systems. We derived 4 primary factors such as business management, customer management, service management, and facility management among 22 measurement factors. The characteristics of each primary factor are ; product planning and certification management activities are needed for business management factor. Privileged treatment policies for primary customers are regarded as needed. And the needs for total service in service management factor including from order to delivery and return are raised. Finally, improvements of convenient facilities for using traditional retail markets are needed.

• Proceedings of the Korean Information Science Society Conference
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• 2012.06a
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• pp.325-327
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• 2012

스마트 홈은 단순한 가정 내 네트워크 연결이 아닌 주택(건물)내의 정보 기술 요소를 구현하는 토털 홈 정보 제어 시스템 서비스, 솔루션을 총칭한다. 현재는 언제, 어디서, 어떤 기기로건 인터넷에 접속할 수 있는 유비쿼터스(Ubiquitous) 시대이자, 개별 사물들이 인터넷에 연결되어 스스로 필요한 정보를 주고받게 될 시대가 도래함에 따라 사람들의 주요 생활공간에서도 활용도가 점차 커지는 것이다. 수시로 변화하는 상황에 적응하며 정확도가 높은 스마트 서비스의 제공을 위해서는 사용자의 의도에 부합하는 Semantic-Context 정보생성을 위한 SOM(Self-Organizing Map)추론 방식의 알고리즘과 정보의 의미화로 다양한 서비스를 지원할 수 있는 인프라 대비 최대 서비스가 요구된다. 이에 따라 본 논문에서는 스마트 홈에서 이종 가전기기들의 상황정보를 센서 데이터로부터 추출하여 사용자 맞춤형 서비스를 제공하기 위한 SOM 추론 기반의 스마트 홈을 설계한다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.34 no.1
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• pp.99-107
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• 2016

In order to maintain the precise positioning accuracy of the VLBI system, the shape deformation found in antenna structure should be monitored. In fact, reduced the antenna gaining of an electromagnetic wave reception from the Quasar has been particularly expected due to the shape deformation of main reflector in VLBI antenna. Therefore, the importance of shape deformation monitoring for the main reflector has been significantly increased. The main reflector has come out as the high potential for deformation in the VLBI structure. The fact has led us to investigate the monitoring system for the main reflector based on the efficient algorithm in accordance with the close-range photogrammetry, which of expecting to be utilized as the continuous and automated monitoring system for the structure deformation in the near future. Ten fitting lines were estimated with the TLS for feature points of distributed in all directions from the main reflector. The resultant intersection point of estimated fitting lines was calculated by using the nearest point calculation algorithm, based on those non-intersection lines. Following to the intuitive basis for the time series analysis, the results was able to provide the calculation of numerical variation in the intersection point, which is represented in 3-axis,; that we are expecting to open the way for predicting a deformation rate as well as deformation direction

• Fire Science and Engineering
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• v.20 no.3 s.63
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• pp.85-95
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• 2006

Because the average span of human life is expanded by developing economy growth and medicine science elder population increases rapidly. According to that A first aid patient of demands grow, too so in a fire station. We have to prepare following these. First that the silver ambulance is in process of service is widely. second, medical teams and fire fighters construct unity Third, New curni culum makes under modern operating course. Forth, the problem that wireless paging system sets up and rums already. advances more effective. Fifth furthermore, we organize a private volunteer for an old age To connect that we enlarge total service for silver age. Through this fire fighting service. we are neloom to get more confidence and love.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2004.03a
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• pp.607-612
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• 2004

Together with the requirements of tunnels, its construction methods and technologies have been pretty much developed, but frequent accidents happened under the constructions are just one of important problems which should be improved. To detect the potential hazardous factors in or ahead of time, speedy and accurate measurement are absolutely required, but currently surveying method using tapes, level and total station, has been generally taken in measuring of tunnel convergence and crown. The purpose of this study is, as using of 'Industrial photogrammetry' system which is supplying more accuracy and speedy in the measure of tunnel convergence, aimed at promotion of tunnel measurement technique and development in unmanned automatic measuring system in the future finally.e finally.

• The Journal of the Korea Contents Association
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• v.7 no.11
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• pp.232-238
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• 2007

In this research, we constructed a 3D riverbed surveying system that is able to acquire the topographical information of a riverbed in real-time. The system consists of a RTK-GPS receiver and a echo sounder for collecting simultaneously the position and the water depth information of riverbed. A program for data composition and transformation was designed to generate the 3D coordinates by combining data of a GPS receiver and a echo sounder and made GIS database construction easy. We extracted TIN, digital elevation model and cross sectional maps of the riverbed by using GIS software from 3D data constructed through test surveying. It was shown that the accuracy of the result was RMS error of 0.069m when compared with the existing methods which use a total station and staffs. It is expected that the 3D riverbed surveying system wiil be able to be utilized to various surveying for water resources management in rivers, sea, dams, storing reservoirs and so forth.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.18 no.10
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• pp.36-41
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• 2017

The mobile mapping system first introduced at Ohio State University in 1991 is being developed in various forms as sensor technology develops. The mobile mapping system can acquire geospatial information around amoving object quickly using the information gathered using the position and attitude information of the moving object and the data from various sensors. The mobile mapping system can rapidly acquire large amounts of Geospatial information and MMS provides maximum productivity in the same measurement methods as existing GNSS and total stations. Currently, a variety of systems are being launched, mainly by foreign companies, and they are applied to the construction of geospatial information. On the other hand, the application of domestic technology development or production is insufficient. This paper provides basic data for the introduction of a mobile mapping system to geospatial information related business by conducting the status survey and feature analysis of a commercialized system focusing on the ground-based mobile mapping system. The research identified the current status and characteristics of high-priced, low-priced, indoor, and handheld mobile mapping systems based on vehicles and suggest that the recent system development trends are moving toward lowering the unit prices. The mobile mapping system is currently being developed as a platform for the application of geospatial information construction and the launch of low-cost models. The development of data processing technologies, such as automatic matching and the launch of low-cost models, are forming a basis for the application of mobile mapping systems in the field of geospatial information construction.

• Journal of Korean Society for Geospatial Information Science
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• v.12 no.3 s.30
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• pp.23-31
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• 2004

Cadastral surveying is related to demarcating legal boundaries and areas for the sake of registering a properly on cadastral records or restoring registered boundaries on the ground. It is composed of control surveying (cadastral triangulation and supplementary control surveying) and detail surveying. Detail surveying is classified into plane table surveying by graphical cadastral map and numerical surveying by boundary point coordinates. In this study we compared the accuracy of plane table surveying with numerical surveying using Parcel Based Land Information System(PBLIS) data constructed by the cadastral map digitalization business. In conclusion the result by numerical surveying was analyzed as more accurate than the result of plane table surveying, as Root Mean Square Errors(RMSE) of graphical cadastral surveying is 0.766m and that of numerical cadastral surveying using Total Station(T/S) is 0.683m. Therefore, PBLIS data is expected to be used for surveying legal boundaries and areas in the near future.