基于全站仪定点监测提高大坝位移可靠性

IF 0.4 Q4 ENGINEERING, GEOLOGICAL Journal of the Korean Geosynthetic Society Pub Date : 2017-03-30 DOI:10.12814/JKGSS.2017.16.1.001
G. Kang, Bongjae Kim, Seok-woo Hong, Yeon-Chool Yim, Jiseong Kim
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引用次数: 3

摘要

利用各种仪器对大坝位移进行监测,对大坝的安全管理和溃坝事故后的行为进行分析。然而,大坝的未知位移经常发生,难以更准确地分析大坝的行为。本文通过对监测系统的标定,提出了提高全站仪测坝位移可靠性的建议。全站仪的位置最初是通过2 - 3个给定点来测量的,全站仪的坐标被认为是一个绝对值。此外,虽然基本水平线和垂直角度是估计位移时的重要因素,但没有考虑它们。在本研究中,研究了全站仪在测量目标点位移时的位置以及基准水平和垂直角度的变化。从这项研究的结果来看,
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Improving Reliabilities of Dam Displacement based on Monitoring Given Points by Total Station
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,
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