Mallee CMA - DTM
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Mallee CMA - DTM

dataset
Dataset: Mallee CMA - DTM Assembly: Mosaic
 
Citation proposal Citation proposal

Mallee CMA - DTM

Department of Transport and Planning

https://metashare.maps.vic.gov.au/geonetwork/srv/eng/catalog.search#/metadata/92dc4309-92c8-55d1-b890-4e51a124adb1
  • Description
  • Temporal
  • Spatial
  • Maintenance
  • Format
  • Contacts
  • Keywords
  • Resource Constraints
  • Lineage
  • Metadata Constraints Metadata Constraints
  • Quality
  • Acquisition Info
  • Raster Data Details
  • Raster Type Details
  • Point Cloud Data Details
  • Contour Data Details
  • Survey Details

Description

Title
Mallee CMA - DTM 
 
 

Temporal

Time period
2019-02-112019-02-14 
 
 

Spatial

Horizontal Accuracy
0.3m 
Vertical Accuracy
0.2m 
Code
MGA Zone 54 GDA2020 
 
 

Format

Title
ESRI Ascii 
 
 

Contacts

  Point of contact

Department of Transport and Planning - Coordinated Imagery Program

PO Box 500

East Melbourne

Victoria

3002

Australia

  Custodian



 
 

Keywords

Topic category
  • Elevation
 
 

Resource Constraints

Use limitation
General 
Classification
Unclassified 
 
 

Lineage

Description
The DTM was primarily generated from the point cloud class 2 (ground). Class 9 (water) was also used in the DTM in order to form a continuous surface across the river channel where DTM interpolation could not fill data voids caused by water. The decision to include water points in the DTM was based on the following: - Hydro flattening of the river channel was not undertaken. The hydro flattening would normally infill the river channel area with (flat) surface data, regardless of lidar returns from the water surface. However, without the hydro flattening process, large void spaces would be present in the river channel area if only ground points were used. - Hydro flattening was not undertaken because the process relies on the manual delineation of where the water line finishes and channel bank begins in the point cloud classification stage. For the purposes of the project, it was important for this delineation to be undertaken using the Frontier-SI River Line Toolkit. - Although void areas could have solely been filled in by a TIN interpolation process, the preference was to utilise all available LiDAR returns from the channel area (ie; points classified as water) and then rely on TIN interpolation where no LiDAR points were available. ArcGIS 9.2 Terrain Grids were derived using las2dem. This tool reads LIDAR points from the LAS/LAZ format (or some ASCII formats), triangulates them temporarily into a TIN, and then rasters the TIN onto a DTM. 
 
 

Metadata Constraints Metadata Constraints

Classification
Unclassified 
 
 

Quality

Attribute Quality
Positional Accuracy
Conceptual Consistency
Comments
DTM is absent of excessive triangulation and data voids. In areas beyond the 200m buffer, the LiDAR ground class has not been edited beyond automatic classification and may contain minor surface errors. The DTM is considered accurate inside the River AOI, however outside the AOI, the surface may contain artefacts from uncorrected point cloud classification anomalies. 
 
Missing Data
Comments
Complete for river AOIs within the Mallee CMA 
 
Excess Data
 
 

Acquisition Info

Platform Type
Aerial 
Assembly
Mosaic 
Tile Size
1 km 
 
 

Raster Data Details

Raster Type
DEM 
X Pixel Resolution (cm)
1cm 
Y Pixel Resolution (cm)
1cm 
Seamlessness
Full 
Number of Bands
1 
Band List
1 
Resampling Kernel
Nearest Neighbour 
Rectification Type
Not Entered 
Platform Name
Fixed Wing Aircraft 
 
 

Raster Type Details

DEM Creator
Supplier 
 
 

Survey Details

Sensor

Title
Optech Galaxy 
Identifier
Aerial

Type
LIDAR 
 

Aerial Survey Details

Runs
78 
Run Orientation
Various 
Side Overlap
30 
Forward Overlap
60 
Flying Height Unit
agl metre 
Flight Height
1200 
 
 


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