The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
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Articles | Volume XLII-4/W1
Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLII-4/W1, 271–275, 2016
https://doi.org/10.5194/isprs-archives-XLII-4-W1-271-2016
Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLII-4/W1, 271–275, 2016
https://doi.org/10.5194/isprs-archives-XLII-4-W1-271-2016

  30 Sep 2016

30 Sep 2016

THE UNIFIED LEVELLING NETWORK OF SARAWAK AND ITS ADJUSTMENT

Z. A. M. Som1, A. M. Yazid1, T. K. Ming2, and N. M. Yazid1 Z. A. M. Som et al.
  • 1GNSS & Geodynamic Research Group, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
  • 2Topography Section, Department of Surveying & Mapping, Kuching, Sarawak

Keywords: Sarawak precise levelling network, least–squares adjustment, MoreFix levelling adjustment package

Abstract. The height reference network of Sarawak has seen major improvement in over the past two decades. The most significant improvement was the establishment of extended precise leveling network of which is now able to connect all three major datum points at Pulau Lakei, Original and Bintulu. Datum by following the major accessible routes across Sarawak. This means the leveling network in Sarawak has now been inter-connected and unified. By having such a unified network leads to the possibility of having a common single least squares adjustment been performed for the first time. The least squares adjustment of this unified levelling network was attempted in order to compute the height of all Bench Marks established in the entire levelling network. The adjustment was done by using MoreFix levelling adjustment package developed at FGHT UTM. The computational procedure adopted is linear parametric adjustment by minimum constraint. Since Sarawak has three separate datums therefore three separate adjustments were implemented by utilizing datum at Pulau Lakei, Original Miri and Bintulu Datum respectively. Results of the MoreFix unified adjustment agreed very well with adjustment repeated using Starnet. Further the results were compared with solution given by Jupem and they are in good agreement as well. The difference in height analysed were within 10mm for the case of minimum constraint at Pulau Lakei datum and with much better agreement in the case of Original Miri Datum.