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contributor authorMasoud Shirazian
contributor authorMohammad Bagherbandi
contributor authorHamed Karimi
date accessioned2022-02-01T22:12:08Z
date available2022-02-01T22:12:08Z
date issued11/1/2021
identifier other%28ASCE%29SU.1943-5428.0000375.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272823
description abstractMost of the human-made infrastructures (e.g., dams) need very precise geodetic networks and constant monitoring to detect risks of failure and to plan civil engineering maintenance works. The combination of different measurements helps in determining displacements with high precision; therefore, the risk of damages is reduced. In this paper, we present a new approach, which considers a special geodetic observation strategy as a method to significantly reduce the volume of operations of a precise geodetic network and changes the designing concept of such networks. Decrease in data collection time and cost while keeping or increasing the quality of control networks has been one of the most important goals of any network designer. This paper proposes a method exploiting network properties to convert slope distances to the horizontal ones to be used in the classic terrestrial geodetic two-dimensional (2D) networks. We have evaluated the proposed method in different dam geodetic control networks in Iran. The network adjustment results show the acceptable performance of the presented method compared with the methods that are currently in use.
publisherASCE
titleNetwork-Aided Reduction of Slope Distances in Small-Scale Geodetic Control Networks
typeJournal Paper
journal volume147
journal issue4
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)SU.1943-5428.0000375
journal fristpage04021024-1
journal lastpage04021024-10
page10
treeJournal of Surveying Engineering:;2021:;Volume ( 147 ):;issue: 004
contenttypeFulltext


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