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- W2947506535 abstract "In engineering and surveying, establishing a temporary bench mark (TBM) that have areliable reduce level is extremely important since it contribute most of construction thatis being done. This study is done to compare the heighting accuracy between total stationand GPS with auto level serve as a reference. A total of 6 TBM is establish using flyleveling and these 6 TBM are re-observe using Total Station and GNSS levelling. Usingthe total station, the reduce level is transferred from reference point to all TBM usingtecheometry method. In GNSS leveling, a relative and absolute leveling method is usedmeasure the orthometric height of each of the 6 TBM with fitted geoid as a referencesurface. The values are compare with each other to reduce level (RL) that been establishusing Auto level. The total station displays a wider range of errors from 0.13 m all theway to 0.004 m while the GNSS leveling gives a more consistence result from 0.011 m to0.063 m. Thus, the total station give a more accurate result but low precision but thatGNSS gives a high precision but lower accuracy" @default.
- W2947506535 created "2019-06-07" @default.
- W2947506535 creator A5041957942 @default.
- W2947506535 creator A5063223690 @default.
- W2947506535 date "2019-02-27" @default.
- W2947506535 modified "2023-09-24" @default.
- W2947506535 title "Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan" @default.
- W2947506535 hasPublicationYear "2019" @default.
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