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Sökning: WFRF:(Shirazian Masoud) > Physical and Geomet...

Physical and Geometric Effects on the Classical Geodetic Observations in Small-Scale Control Networks

Bagherbandi, Mohammad, Professor (författare)
KTH,Geodesi och satellitpositionering,Univ Gävle, Fac Engn & Sustainable Dev, S-80176 Gävle, Sweden.
Shirazian, Masoud (författare)
Shahid Rajaee Teacher Training Univ, Civil Engn Fac, Dept Geomat Engn, Tehran 1678815811, Iran.
Agren, Jonas (författare)
Univ Gävle, Fac Engn & Sustainable Dev, S-80176 Gävle, Sweden.;Lantmäteriet, Geodata Div, Dept Geodet Infrastruct, SE-80182 Gävle, Sweden.
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Horemuz, Milan, PhD. 1964- (författare)
KTH,Geodesi och satellitpositionering
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 (creator_code:org_t)
American Society of Civil Engineers (ASCE), 2023
2023
Engelska.
Ingår i: Journal of Surveying Engineering. - : American Society of Civil Engineers (ASCE). - 0733-9453 .- 1943-5428. ; 149:1
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
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  • In classical two-dimensional (2D) geodetic networks, reducing slope distances to horizontal ones is an important task for engineers. These horizontal distances along with horizontal directions are used in 2D geodetic adjustment. The common practice for this reduction is the use of vertical angles to reduce distances using trigonometric rules. However, one faces systematic effects when using vertical angles. These effects are mainly due to refraction, deflection of the vertical (DOV), and the geometric effect of the reference surface (sphere or ellipsoid). To mitigate refraction and DOV effects, one can choose to observe the vertical angles reciprocally if the baseline points' elevation difference is small. This paper quantifies these effects and proposes a proper solution to eliminate the effects in small-scale geodetic networks (where the longest distances are less than 5 km). The goal is to calculate slope distances into horizontal ones appropriately. For this purpose, we used the SWEN17_RH2000 quasigeoid model (in Sweden) to study the impact of the DOV applying different baseline lengths, azimuths, and vertical angles. Finally, we propose an approach to study the impact of the geometric effect on vertical angles. We illustrate that the DOV and the geometric effects on vertical angles measured reciprocally are significant if the height difference of the start point and endpoint in the baseline is large. Geometric correction should be considered for the measured vertical angles to calculate horizontal distances correctly if the network points are not on the same elevation, even if the vertical angles are measured reciprocally.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Annan samhällsbyggnadsteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Other Civil Engineering (hsv//eng)

Nyckelord

Geodetic network
Deflections of the vertical (DOV)
Geometric effects
Normal skewness
Refraction
Vertical angle

Publikations- och innehållstyp

ref (ämneskategori)
art (ämneskategori)

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