Week 10: Land surface modelling Flashcards
3 representations of earths shape
- Terrestrial surface
- Geoid
- Ellipsoid
What is terrestrial surface in terms of earths shape
Earths actual shape
What is geoid in terms of earths shape
Sea level - a complex mathematical estimation of the earths shape
What is ellipsoid in terms of earths shape
Simple mathematical estimation of the earths shape
For engineering works we generally consider that we are working on ______ unless we are working on a ______
A planar surface,
Very large area
Why is there a change in any planar surface across the globe
Because of the curvature of the earth, there is no perfectly flat plane on earth
Radius of the earth
6,371 km
When designing/building over a large area, we would need to determine the
Topography: What the existing shape of the land surface is
What are we determining when we look at topographical info
- The ground surface details in relation to some repeatable measurement system
- Northings (y value)
- Eastings (x value)
- Heights (z value)
The spatial positions of features are
The differences in the X, Y and Z positions between the features
Surveyors also look at how the topography changes over time. This could be due to
- Natural process of weathering and erosion
- Design where we modify the land surface for a specific purpose
Reasons that an existing surface would need to be modified
- Create level playing fields
- Provide platforms for construction purposes
- Create grades so that stormwater can be directed and collected within a network of pipes
- Create access to properties and destinations through a roading network
- Removal of trees - Construct rain gardens or bioswales
How do we collect the information that will allow us to understand the topographical information of the land surface
- By field surveying methods
- By using GPS/GNSS
- By using different lazar scanning technologies
- Lidar scanning
What does Lidar stand for
Light detection and ranging
Field surveying methods process
- Usage of total stations and prisms
- Picks up individual points and measures the change in position and height from the known position
- May also be completed by a robotic total station
GPS/GNSS methods process
- Picks up individual points and measures the change in position with a base station set up over it
- Or can measure individual points in relation to a wider coordinate system
Lazar scanning methods process
- Picks up the reality of the scene that is being looked at by scanning millions of positions relative to each other, creating a dense point cloud
- Because the scan picks up so much information, the point cloud needs to be interrogated to get the required information and be geo-referenced into a known coordinate system
Once the positional data is collected, how do we change it from coordinates (just points) into a useful and usable form
- We change the data into a representation of the shape of the land surface
- This representation is usually a topographical plan that includes all of the height information and features across the site
If we were surveying the North Ground, what features would we want to pick up
Around the outside: The streets, The kerbs, The widths of the footpaths
Inside the ground: Trees, Clubrooms, Features (lamp-posts, benchs, etc)
And the heights associated with each
On a topographic plan, we are looking down onto a surface and this is called
The plan view, where all distances are measured in horizontal
How can we represent height information on a topographical plan so that the actual surface information is available in all three dimensions
- Add height information to every measured point
- Use contours (convention heights to a metre or common multiple)
What is a contour
A line on a map or plan that joins points of equal height above a known datum
Contours depict
The relief of the terrain, that is the changes in height that occur across the area of interest
Contour intervals are
The vertical distance between level surfaces forming the contours (varies depending on the maps purpose scale and diversity of relief)
What is the best way of collecting the position and height information on North Ground
Around the outside where all the trees are: A direct method which is suitable for any terrain
On the open field part:
A grid method where points are measured conform to a square or rectangular grid
What would be the danger if we only used a single method of collecting the position and height information
We would miss important information and would not be able to display a true representation of the shape of the surface (where field diagrams are really useful)
When we have collected all of the data, and using appropriate software, we are able to create
A digital terrain model (DTM), also sometimes known as a digital elevation model (DEM)
A DEM is a
3D representation of continuous variations of relief over an area
Some assumptions need to be made in order for DTM/DEM information to be generated, these include
- Usage of triangles created between points which develops into a derived triangulated irregular network (TIN)
- We assume that all triangle sides have a constant slope
- We assume that the surface area of any triangle is a plane
The triangles in DTM/DEM are created to
Join up the points
The contours are created by
Interpolation along the triangles sides