The measurement of Second Precise Levelling Network (PLN) for the Peninsular Malaysia which was completed in 2000 by Department of Surveying and Mapping Malaysia (DSMM) is set to replace the First Order Levelling Network of 1967. The new network consists of 113 levelling lines with more than 5000 bench marks and covers a total distance of over 5000 km. Precise levelling technique is used to establish the network where the allowable misclosure between fore and back levelling is less than 3 mm per root kilometre of length along a line. Its configuration is predominantly dictated by the land transportation pattern. The mean sea level (MSL) at Port Kelang, based upon a 10-year tidal observation (1984-93), was later being adopted as the new Peni...
Global Positioning System (GPS) technology introduced in Malaysia in year 1989 has changed the scen...
This study provided a unique accuracy assessment of the TanDEM-X DEM and two other DEMs; SRTM and AW...
Traditional levelling in determination of heighting is time consuming, labor intensive and costly. W...
Precise levelling has been planned and implemented by the Department of Surveying and Mapping Malays...
The height reference network of Sarawak has seen major improvement in over the past two decades. The...
The Peninsular Malaysia Geodetic Vertical Datum 2000 (PMGVD2000) inherited several deficiencies due ...
The algorithm for orthometric height transfer using GPS has been widely presented. Its practical lim...
Although the GPS technology is getting better, it is not precise enough to complete first order leve...
Sea level rise is rapidly turning into major issues among our community and all levels of the govern...
In academic studies and engineering works, it is required to determine height differences between po...
Applications in geodesy and engineering surveying require the determination of the heights of the ve...
In the Republic of Croatia there is a long tradition going on in carrying out systematic levelling w...
Rise in sea level is one of the disastrous effects of climate change. A relatively small increase in...
Relative measurements made between any pair of Benchmarks (PB1 and PB2) in a precise leveling networ...
Levelling is a branch of surveying which is used to determine height differences with respect to ben...
Global Positioning System (GPS) technology introduced in Malaysia in year 1989 has changed the scen...
This study provided a unique accuracy assessment of the TanDEM-X DEM and two other DEMs; SRTM and AW...
Traditional levelling in determination of heighting is time consuming, labor intensive and costly. W...
Precise levelling has been planned and implemented by the Department of Surveying and Mapping Malays...
The height reference network of Sarawak has seen major improvement in over the past two decades. The...
The Peninsular Malaysia Geodetic Vertical Datum 2000 (PMGVD2000) inherited several deficiencies due ...
The algorithm for orthometric height transfer using GPS has been widely presented. Its practical lim...
Although the GPS technology is getting better, it is not precise enough to complete first order leve...
Sea level rise is rapidly turning into major issues among our community and all levels of the govern...
In academic studies and engineering works, it is required to determine height differences between po...
Applications in geodesy and engineering surveying require the determination of the heights of the ve...
In the Republic of Croatia there is a long tradition going on in carrying out systematic levelling w...
Rise in sea level is one of the disastrous effects of climate change. A relatively small increase in...
Relative measurements made between any pair of Benchmarks (PB1 and PB2) in a precise leveling networ...
Levelling is a branch of surveying which is used to determine height differences with respect to ben...
Global Positioning System (GPS) technology introduced in Malaysia in year 1989 has changed the scen...
This study provided a unique accuracy assessment of the TanDEM-X DEM and two other DEMs; SRTM and AW...
Traditional levelling in determination of heighting is time consuming, labor intensive and costly. W...