Improving Reliabilities of Dam Displacement based on  Monitoring Given Points by Total Station

Gi-Chun Kang; Bong-Jae Kim; Seok-Woo Hong; Yeon-Chool Yim; Ji-Seong Kim

doi:10.12814/jkgss.2017.16.1.001

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2017 Vol.16, Issue 1 Next Page

Improving Reliabilities of Dam Displacement based on Monitoring Given Points by Total Station 기준점 측량을 활용한 광파기 기반 댐 제체 변위 계측 신뢰도 향상

30 March 2017. pp. 1-8

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Abstract

Displacement of dams by various instrumentations has been monitored for its safety management and analyzing the behavior after a dam collapse accident. However, unknown displacement of dam has frequently been occurred and it’s difficult to analyze behavior of dams more accurately. In this study, improvement of reliabilities for displacement of dams measured by a total station was suggested by calibrating the monitoring system. The position of total station was initially measured through 2-3 given points and the coordinate of the total station was considered as an absolute value. Also, base horizontal and vertical angles had not been considered even if they are important factors when displacement was estimated. In this study, location of the total station and variations of base horizontal and vertical angles were investigated during measuring displacements of targeting points. From the results of this study, they are important factors which are affecting measurements of dam displacements. Before the calibrating, the displacement at 50 m from total station was ±20 mm. After the calibrating, the displacement was decreased by ±5 mm.

Keywords

Dam

Displacement

Monitoring

Total station

Horizontal and vertical angle

댐 변위 모니터링은 댐의 안전성을 위협하는 영향을 파악하여 댐과 관련된 붕괴사고를 사전에 방지하고, 댐을 안전하게 운영하고 유지･관리하는데 중요한 항목으로 사용되고 있다. 하지만, 기존 변위계측 분석 결과 원인불명의 변위가 발생하여 정확한 댐 거동 해석을 저해하고 있다. 본 연구에서는 광파기(Total Station) 기반 댐의 변위계측의 신뢰성 개선을 위해 그 보정방법을 제안하였다. 현재까지의 광파기에 의한 변형 모니터링은 기준점(2~3개소)과 광파기가 설치된 기계점 위치를 초기에 측량하여 불변으로 간주하였고, 측량과정에서 중요한 변위 산정요소가 되는 기준 수평･수직각은 고려하지 않고 측량을 실시하였다. 본 연구에서는 실제 댐 변위 계측시 기준점 측량을 통해 광파기의 위치 변화 및 기준 수평･수직각의 변화를 관측하였다. 그 결과 오차발생의 가장 큰 원인은 광파기 위치 변화와 댐 변위량 계산에 중요한 항목인 기준 수평 및 수직각임이 밝혀졌다. 또한, 이를 보정한 결과 최대 변위 20mm에서 약 ±5mm로 감소하였다.

References

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Information

Publisher :Korean Geosythetics Society
Publisher(Ko) :한국지반신소재학회
Journal Title :Journal of the Korean Geosynthetics Society
Journal Title(Ko) :한국지반신소재학회 논문집
Volume : 16
No :1
Pages :1-8
Received Date : 2016-10-05
Revised Date : 2016-11-13
Accepted Date : 2017-02-26
DOI :https://doi.org/10.12814/jkgss.2017.16.1.001

Journal of the Korean Geosynthetics Society ISSN:2508-2876(Print) 2287-9528(Online) 한국지반신소재학회 논문집

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