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Journal of Graphics ›› 2023, Vol. 44 ›› Issue (3): 616-624.DOI: 10.11996/JG.j.2095-302X.2023030616

• BIM/CIM • Previous Articles     Next Articles

Research on semi-automatic geo-referencing approach in city information modeling

WANG Heng-wei1(), HU Zhen-zhong2(), ZHAO Yan-lai1, ZHONG Jian3, CHEN Yi3   

  1. 1. Tsinghua Holdings Co., LTD., Beijing 100084, China
    2. Shenzhen International Graduate School, Tsinghua University, Shenzhen Guangdong 518055, China
    3. Guangzhou Dunjian Construction Co., LTD., Guangzhou Guangdong 511446, China
  • Received:2022-09-22 Accepted:2023-01-05 Online:2023-06-30 Published:2023-06-30
  • Contact: HU Zhen-zhong (1983-), professor, Ph.D. His main research interests cover information technologies in civil and ocean engineering. E-mail:huzhenzhong@tsinghua.edu.cn
  • About author:

    WANG Heng-wei (1990-), post doctor. His main research interest covers information technologies in construction. E-mail:whw13@tsinghua.org.cn

  • Supported by:
    National Key Research and Development Program of China(2022YFC3801100);National Key Research and Development Program of China(2018YFD110090501);National Natural Science Foundation of China(51778336)

Abstract:

When creating a city information model (CIM), it is often necessary to geo-reference a 3D model that lacks spatial reference in a geographic information system (GIS). Based on a geometric reference point, semi-automatic geo-referencing could be achieved while ensuing accuracy. After the 3D model was imported into the GIS, the local coordinate system (LCS) was transformed to the surface of the geodetic ellipsoid, based on any reference point near the model. Afterwards, the geographic reference point on the 3D model was picked up in the GIS, and the LCS coordinates were calculated according to the current transformation matrix. Combined with the geodetic coordinates of the reference point, the correct transformation matrix of the model could be obtained. If there was no geographic reference point, artificial geo-referencing could be achieved by continuously estimating the geographic reference point based on this approach. The semi-automatic georeferencing approach was realized using Cesium and applied using 3D models from actual projects, demonstrating its feasibility. The above approaches were reliant on the spatial transformation algorithms from the LCS to ECEF (earth-centered earth-fixed) coordinate system using a single reference point. The algorithms were categorized into four types: basic approach, reference point projection approach, origin projection approach, and approximate origin approach, each with distinct features and applicable scenarios. The latter 3 algorithms were applied in the verification process, and based on the calculated results, the influence of the distance between the reference point and the LCS origin on these algorithms was analyzed.

Key words: 3D model, geographic information system, coordinate transform, Cesium, coordinate system, building information model

CLC Number: