• 한국측량학회:학술대회논문집
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• 한국측량학회 2005년도 Proceedings of Aisa-Pacific International Seminar on Geomatics
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• pp.126-140
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• 2005

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2007년도 Proceedings of ISRS 2007
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• pp.90-94
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• 2007

The conventional single-reference station positioning is affected by systematic errors such as ionospheric and tropospheric delay, so that the rover must be located within 10 km from the reference station in order to acquire centimeter-level accuracy. The medium-range real-time kinematic has been proven feasible and can be used for high precision applications. However, the longer of the baseline, the more of the time for resolving the integral ambiguity is required. This is due to the fact that systematic errors can not be eliminated effectively by double-differencing. Recently, network approaches have been proposed to overcome the limitation of the single-reference station positioning. The real-time systematic error modeling can be achieved with the use of GPS network. For expanding the effective range and decreasing the density of the reference stations, Land Survey Bureau, Ministry of the Interior in Taiwan set up a national GPS network. In order to obtain the high precision positioning and provide the multi-goals services, a GPS network including 66 stations already been constructed in Taiwan. The users can download the corrections from the data center via the wireless internet and obtain the centimeter-level accuracy positioning. The service is very useful for surveyors and the high precision coordinates can be obtained real time.

• Journal of Positioning, Navigation, and Timing
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• 제13권1호
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• pp.85-92
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• 2024

This study develops a Global Positioning System (GPS) Code Multipath Grid Map (CMGM) of each individual domestic reference station from the extracted code multipath of measurement data. Multipath corresponds to signal reflection/refraction caused by obstacles around the receiver antenna, and it is a major source of error that cannot be eliminated by differencing. From the receiver-independent exchange format (RINEX) data for two days, the associated code multipath of a satellite tracking arc is extracted. These code multipath data go through bias correction and interpolation to yield the CMGM with respect to the azimuth and elevation angles. The effect of the CMGM on multipath mitigation is then quantitatively analyzed to improve the Root Mean Square (RMS) of averaged pseudo multipath. Furthermore, the single point positioning (SPP) accuracy is analyzed in terms of the RMS of the horizontal and vertical errors. During two weeks in February 2023, the RMSs of the averaged pseudo multipath for five reference stations decreased by about 40% on average after CMGM application. Also, the SPP accuracies increased by about 7% for horizontal errors and about 10% for vertical errors on average after CMGM application. The overall quantitative analysis indicates that the proposed approach will reduce the convergence time of Differential Global Navigation Satellite System (DGNSS), Real-Time Kinematic (RTK), and Precise Point Positioning (PPP)-RTK correction information in real-time to use measurement data whose code multipath is corrected and mitigated by the CMGM.

• 한국실내디자인학회논문집
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• 제26권6호
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• pp.180-190
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• 2017

The subway station is not only an effective means to solve urban traffic problems, but also a kind of representative city shelters with a variety of functions such as urban beauty and disaster prevention. At the same time, the subway station as public facilities need activate the urban functions and through the effective design schemes for a variety of the facade of underground entrance to improve users' awareness and reliability for the subway station as a city shelters. This study is conducted to purpose the design direction considering design and disaster preventing characteristics of the underground subway station entrance. In addition, it will provide a basic reference for the subway station in the renovation and construction. The study is composed of literature reviews and field survey. The literature reviews through papers and documents related to the city shelters, the components and characteristics of city shelters, and components and characteristics of facade design of underground entrance at subway station. Before the field survey through the online surveys with evacuation capabilities and screening only the subway station. And field survey is conducted on the site with careful observation and confirmation. Last cluster analysis were applied to the finally selected samples by the SPSS Win18.0

• 한국측량학회지
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• 제30권4호
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• pp.413-422
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• 2012

1960년대 GPS가 개발되어 2000년도 미국에서 SA(Selective Availability)를 해제함에 따라 본격적인 상용화가 시작되며 현재에 이르렀다. 개발을 거듭해온 GPS의 관측 방식 중 실시간 이동측량방식은 항상 2대의 수신기가 필요하며 기준국과 이동국의 거리가 멀어짐에 따라 정확도가 떨어지는 문제점이 발생한다. 이러한 개선방안으로 가상기지국 방식이 도입되었다. 가상기지국은 여러 개의 GPS상의 관측소 자료로부터 이동국 인근에 가상점을 생성시켜 이동국의 정밀한 위치를 결정하는 방식이므로 신뢰성과 이동성이 높다. 또한 현재의 지적기준점은 방위각법, 배각법, 다각망도선법 등의 방법으로 관측하여 사용하고 있으며, 측량성과가 서로 다른 기지점의 성과차, 도선의 길이에 대한 제약, 관측시의 여러 오차들로 인하여 문제점들이 많이 발생하고 있다. 따라서 본 연구에서는 상시관측소 데이터를 이용하여 지적기준점에 대하여 가상기지국 방식을 통한 데이터를 비교 분석하였다. 관측결과, 지적기준점을 관측한 토털스테이션을 사용하여 배각법으로 관측한 성과와 VRS-RTK로 관측한 성과를 비교한 결과 X축 평균오차 -0.08m, Y축 평균오차 +0.07m, 평균거리오차 0.11m로 나타났다.

• Journal of Positioning, Navigation, and Timing
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• 제11권4호
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• pp.369-379
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• 2022

In weighted k-nearest neighbor (WkNN)-based Fingerprinting positioning step, a process of comparing the requested positioning signal with signal information for each reference point stored in the fingerprint DB is performed. At this time, the higher the number of matched base station identifiers, the higher the possibility that the terminal exists in the corresponding location, and in fact, an additional weight is added to the location in proportion to the number of matching base stations. On the other hand, if the matching number of base stations is small, the selected candidate reference point has high dependence on the similarity value of the signal. But one problem arises here. The positioning signal can be compared with the repeater signal in the signal information stored on the DB, and the corresponding reference point can be selected as a candidate location. The selected reference point is likely to be an outlier, and if a certain weight is applied to the corresponding location, the error of the estimated location information increases. In order to solve this problem, this paper proposes a WkNN technique including an outlier removal function. To this end, it is first determined whether the repeater signal is included in the DB information of the matched base station. If the reference point for the repeater signal is selected as the candidate position, the reference position corresponding to the outlier is removed based on the clustering technique. The performance of the proposed technique is verified through data acquired in Seocho 1 and 2 dongs in Seoul.

• 한국해양학회지:바다
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• 제20권1호
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• pp.29-35
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• 2015

해수 중 용존 영양염은 해양 내 물질순환을 이해하는 가장 기초적인 자료로 전 지구적 환경변화를 감지하는데 필수 생지화학 성분으로 그 중요성이 인식되고 있다. 분석능력이 다양한 연구자들에 의해서 상이한 시공간에서 측정된 용존 영양염 자료의 상호 비교를 위해 영양염 표준물질의 필요성이 증가하고 있다. 본 연구는 경기도 시화호 내측연안, 울진의 인근 연안 표층수와 동해 울릉분지 표층과 1500m에서 채취된 해수를 여과, 멸균하여 제조한 영양염 표준물질의 균질성과 안정성에 대하여 다루었다. 본 연구에서 제작된 영양염 표준물질은 해외에서 제조되는 영양염 표준물질과 유사한 균질성을 가지고 있다. 제조 후 3-13개월 동안 영양염 농도가 일정한 방향으로 감소하거나 증가하는 경향이 관측되지 않았으며 이 보다 더 긴 기간 동안의 안정성은 지속적인 모니터링이 필요하다.

• 대한토목학회논문집
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• 제30권2B호
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• pp.219-231
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• 2010

Reference Evapotranspiration Calculator Software (REF-ET)는 ASCE 및 FAO 기준증발산량을 포함한 총 17개의 FAO Penman-Monteith (PM) 방정식의 연산을 동시에 수행할 수 있는 프로그램으로서, 본 연구에서는 REF-ET에 대한 상세한 소개와 함께 기상관측소의 관측자료를 이용하여 REF-ET의 효용성을 논하였다. REF-ET는 각종 PM 방정식들에 대한 시일 월 단위 모의와 지역적 특성의 반영 및 결측자료에 대한 보정 등이 가능하다. REF-ET를 이용하여 서울 기상관측소의 29년간 증발산량을 모의한 결과, 일복사량에 주로 좌우되는 FAO24-Rd 식과 1957-Makk 식의 상관계수가 각각 0.89와 0.88로 높게 나타났으며, 이는 소형증발접시를 이용한 기준증발산량 관측값이 공기 동력학적 증발량만을 주로 반영하기 때문인 것으로 사료된다. 또한 RMSE/bias 분석을 통해 기준증발산 방정식들에 의한 계산값이 증발접시로부터의 기준증발산량에 비해 다소 과대평가되는 현상을 나타내었으나, 이 경우에도 1957-Makk 식이 가장 정확한 것으로 나타났다. 일단위 시계열 분석시 1957-Makk 식은 여름철의 증발산량을 저평가하는 경향을 나타내었으나, 전체적으로 1.06 mm/day의 오차로 증발산량을 모의 가능하였다. 차후 기상관측자료의 정확도를 높이는 연구들과 REF-ET를 병행한다면, 해당 지역 및 기간에 대한 증발산량 모의 및 관련 특성인자를 파악하는 연구에 활용도가 높을 것으로 기대된다.

• Journal of Positioning, Navigation, and Timing
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• 제4권4호
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• pp.205-211
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• 2015

The Global Navigation Satellite System (GNSS) is undergoing dramatic changes. Nowadays, much more satellites are transmitting navigation data at more frequencies. A multi-GNSS analysis is performed to improve the positioning accuracy by processing combined observations from different GNSS. The multi-GNSS technique can improve significantly the positioning accuracy. In this paper, we present a combined Global Positioning System (GPS), the GLObal NAvigation Satellite System (GLONASS), the China Satellite Navigation System (BeiDou), and the Quasi-Zenith Satellite System (QZSS) standard point positioning (SPP) method to exploit all currently available GNSS observations at Mokpo (MKPO) station in South Korea. We also investigate the multi-GNSS data recorded at MKPO reference station. The positioning accuracy is compared with several combinations of the satellite systems. Because of the different frequencies and signal structure of the different GNSS, intersystem biases (ISB) parameters for code observations have to be estimated together with receiver clocks in multi-GNSS SPP. We also present GPS/GLONASS and GPS/BeiDou ISB values estimated by the daily average.

• Journal of Positioning, Navigation, and Timing
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• 제9권1호
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• pp.15-21
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• 2020

In October 2019, the European Galileo navigation system operates a total of 24 satellites, two of them are in the testing phase. There are enough satellites in operation to enable precise point positioning (PPP) using Galileo signals. The number of visible satellites for Galileo in South Korea is investigated. In addition, to assess the latest performance of the Galileo kinematic PPP, data received at DAEJ reference station from October 1 to October 7, 2019, are analyzed. Galileo kinematic PPP presents some results in two categories, single-frequency PPP (SPPP) and dual-frequency PPP (DPPP). The positioning accuracy for Galileo kinematic SPPP solutions is less than 1 m root mean square (RMS) in all direction components. The Galileo kinematic DPPP achieves the positioning accuracy with an RMS value of less than 7 cm in all direction components. The results show that the latest performance of Galileo kinematic PPP at DAEJ station in South Korea is still relatively poor compared to GPS kinematic PPP. However, the residuals of Galileo code measurements are smaller than those of GPS code measurements.