The adjustment and analysis of dam monitoring networks

Monitoring of dams is one of the classic topics for the application of geodesy to engineering. This research presents the results of the adjustment and analysis of a dam monitoring network that has been observed for the last ten years. The least squares adjustment technique has been used to carry ou...

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Main Authors: A. K., Abd. Majid, Kit Meng, Yip, Musa, Tajul A.
Format: Article
Language:English
Published: Fakulti Kejuruteraan & Sains Geoinformasi, Universiti Teknologi Malaysia. 1997
Subjects:
Online Access:http://eprints.utm.my/4205/1/Dam_Adjusment_1997.pdf
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author A. K., Abd. Majid
Kit Meng, Yip
Musa, Tajul A.
author_facet A. K., Abd. Majid
Kit Meng, Yip
Musa, Tajul A.
author_sort A. K., Abd. Majid
collection ePrints
description Monitoring of dams is one of the classic topics for the application of geodesy to engineering. This research presents the results of the adjustment and analysis of a dam monitoring network that has been observed for the last ten years. The least squares adjustment technique has been used to carry out the 3-dimensional network adjustment. A subroutine called DETECT has been developed for the comparison of result from different epochs to compute displacement occurred in the monitoring process. Moreover, this subroutine is able to present the displacement in graphical form for a better interpretation. On the data acquisition technique, we have proposed that an Automated Theodolite Measuring System (ATMS) for the monitoring the dam structure and GPS surveying for backward control be implemented in the monitoring of a dam structure. It should be possible to transfer this concept with ease to different monitoring task as well.
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spelling utm.eprints-42052017-08-28T03:36:46Z http://eprints.utm.my/4205/ The adjustment and analysis of dam monitoring networks A. K., Abd. Majid Kit Meng, Yip Musa, Tajul A. TA Engineering (General). Civil engineering (General) Monitoring of dams is one of the classic topics for the application of geodesy to engineering. This research presents the results of the adjustment and analysis of a dam monitoring network that has been observed for the last ten years. The least squares adjustment technique has been used to carry out the 3-dimensional network adjustment. A subroutine called DETECT has been developed for the comparison of result from different epochs to compute displacement occurred in the monitoring process. Moreover, this subroutine is able to present the displacement in graphical form for a better interpretation. On the data acquisition technique, we have proposed that an Automated Theodolite Measuring System (ATMS) for the monitoring the dam structure and GPS surveying for backward control be implemented in the monitoring of a dam structure. It should be possible to transfer this concept with ease to different monitoring task as well. Fakulti Kejuruteraan & Sains Geoinformasi, Universiti Teknologi Malaysia. 1997-12 Article PeerReviewed application/pdf en http://eprints.utm.my/4205/1/Dam_Adjusment_1997.pdf A. K., Abd. Majid and Kit Meng, Yip and Musa, Tajul A. (1997) The adjustment and analysis of dam monitoring networks. Buletin Geoinformasi, 1 (3). pp. 119-133. ISSN 1394-7702
spellingShingle TA Engineering (General). Civil engineering (General)
A. K., Abd. Majid
Kit Meng, Yip
Musa, Tajul A.
The adjustment and analysis of dam monitoring networks
title The adjustment and analysis of dam monitoring networks
title_full The adjustment and analysis of dam monitoring networks
title_fullStr The adjustment and analysis of dam monitoring networks
title_full_unstemmed The adjustment and analysis of dam monitoring networks
title_short The adjustment and analysis of dam monitoring networks
title_sort adjustment and analysis of dam monitoring networks
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/4205/1/Dam_Adjusment_1997.pdf
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