Tag Archive for: LIDAR

Color Shaded Relief Models – Pointe Du Chene, New Brunswick

Color Shaded Relief Models of Pointe Du Chene, New BrunswickColor Shaded Relief Models of Pointe Du Chene, New Brunswick with flood
The above two images were created for my LIDAR flood modeling graduate research project. The first image is before the flood scenario; featuring a color shaded relief perspective view pointing south east from the Northumberland Strait landwards across the Pointe Du Chene wharf. The second image is of the same color shaded relief perspective view but features a 2.55 m flood level super imposed on top of it.

The 2.55 m flood level was an actual recorded storm surge water level that effected this area during a winter storm on January 2001. The two images below show the same flood level and area but from an overhead aerial view. The first image is with an orthophoto and the second image is with the color shaded relief.

Pointe Du Chene, New Brunswick with floodPointe Du Chene, New Brunswick with flood

Digital Terrain Modeling – Aspect models

Real world example of slope and aspect

Aspect is measured in degrees (similar to a compass bearing) clockwise from magnetic north.In digital terrain modeling the Aspect of a surface refers to the direction (azimuth) to which a slope face is orientated. The aspect or orientation of a slope can produce very significant influences on it, so it is important to know the aspect of the plane as well as the slope. Together the slope combined with the aspect of the surface can virtually define the surface plane completely in digital terrain modeling.

Aspect is measured in degrees (similar to a compass bearing) clockwise from magnetic north. A surface with 0 degrees Aspect would represent a north direction, an east facing slope would be 90 degrees, a south facing slope would be 180 degrees and a west facing slope would be 270 degrees.

Aspect map derived from a digital elevation model of Lismore, Nova Scotia

The example shown to the left (for larger image click here) is a raster aspect model of Lismore, Nova Scotia was derived from a digital elevation model (DEM) calculated using PCI Geomatica remote sensing software. It is represented with a grey scale color ramp and helps to indicate what direction slope faces are orientated.

The image above is of an actual bedrock cliff with some technical information embedded onto the image to help better understand slope and aspect relationships. The black arrow represents the slope or the measured angle that the rock is dipping towards.

The aspect is the orientation that the arrow (slope) is pointing with respect to North, therefore the aspect for this slope would be in an easterly direction and often represented by 90 degrees. The blue arrows represent the X, Y and Z dimensions that the combination of both the slope and aspect would use to represent the terrain features.

Example of an Aspect Map

The image below is an Aspect Model that I derived from a digital elevation model (DEM) of Lismore, Nova Scotia. The aspect values of the slopes of the DEM are represented in the model by a 0-255 grey scale color ramp. Click here to learn a little more about Aspect Models and how the image below was created.

Aspect map derived from a digital elevation model of Lismore, Nova Scotia

Flood Risk Mapping for Storm Surge Events using LiDAR for southeast New Brunswick

The following co-authored paper featuring my graduate LiDAR research work at the AGRG was published in the Canadian Journal of Remote Sensing in 2006. Airborne light detection and ranging (LiDAR) has the spatial density and vertical precision required to map coastal areas at risk of flooding from water levels typically 1–2 m higher than predicted tides during storm surges. In this study …

Slope

image of a cliff demonstrating Slope calculations

The slope or the gradient of a straight line within a Cartesian coordinate system is known as the measure of how steep a line is relative to the horizontal axis.

In calculations; it is generally represented by the letter m, and defined as the change in the Y coordinate divided by the corresponding change in the X coordinate, between two distinct points on the line (X1, Y1 and X2, Y2). Since the Y axis is vertical and the X axis is horizontal by convention, slope is often referred to as the rise over the run or the change in the vertical coordinates, divided by the change in the horizontal coordinates.

Basically, the larger the slope value, the steeper the line is. A horizontal line has a slope of 0, a 45 degree line has a slope of 1, and the slope of a vertical line is typically undefined. In trigonometry two lines are considered to be parallel if and only if their slopes are equal or if they both are vertical and therefore undefined. Two lines are considered to be perpendicular if and only if the product of their slopes is -1 or one has a slope of 0 and the other is vertical and undefined.

There are two common ways to describe slope. One method is to use the angle of the slope in degrees (0 to 90), and the other is to represent the slope as a percentage (0 to 100). Expressing slope as a percent is common but can be confusing because a percent slope can be greater then 100%. A 100% slope is actually only a 45 degree angle due to the fact that the rise and run of a 45 degree angle are equal and when divided always equals 1 and when multiplied by 100 will equal 100%.

Slope Model / Map for Lismore, Nova ScotiaIn terrain modeling we generally model an entire surface and not just one line so we need to calculate the slope of a best fit surface plane (which is made of lines). Because the terrain model is usually continuous across the entire surface, it is important to be able to calculate how to represent grid cells (or pixels) when going from one elevation to the next. To do this we generally need to know the aspect or the direction that the surface plane is sloped as well. Together the slope combined with the aspect of the surface can virtually define the surface plane completely.

In the example shown to the left, a slope map of Lismore, Nova Scotia was derived from a digital elevation model (DEM) calculated using PCI Geomatica remote sensing software. It is represented with a grey scale color ramp therefore the color white represents a 0 slope and the shades of grey increase through to black which represents an undefined slope. The majority of slopes for this map do not exceed 17 degrees (except for vertical slopes) as this is a relative low lying area of Appalachian terrain.

The image above and to the right is of an actual bedrock cliff with some technical information embedded onto it so it may be used to help better understand slope. The black arrow represents the slope or the measured angle that the rock is dipping towards. The slope in the image would be 45 degrees approximately so the slope would be 1 or 100%. The rise and the run of a slope with a 45 degree angle will always equals 1, thus when multiplied by 100 to calculate percent slope will equal always equal 100%.

Example of a Slope Map

The image below is a Slope Model that I derived from a digital elevation model (DEM) of Lismore, Nova Scotia. The values of the slopes of the DEM are represented by a 0-255 grey scale color ramp, therefore the color white represents a 0 slope and the shades of grey increase through to black which represents an undefined slope. The majority of slopes for this map do not exceed 17 degrees (except for vertical slopes) as this is a relative low lying area of Appalachian terrain.

Click here to learn a little more about Slope Models and how the image below was created.

 

Slope Model / Map for Lismore, Nova Scotia

Leica Total Station (TCR1105) User Guide

While doing my graduate LIDAR research work at the AGRG we were often tasked with writing user guides for the equipment that we purchased to help others in the group know how to use it. Here is a user guide for the Leica Total Station (TCR1105) that covers the basic information about the unit itself and the equipment found in the case, how to prepare for the survey in the office, details about the user interface, how to operate the unit, and how to export the data after the survey.

Leica GS20 PDM GPS Sensor & GIS DataPro Processing Software

 

Leica GS20 GPS Unit

Brief Review of the Leica GS20 PDM GPS Sensor & GIS DataPro Processing Software

Leica GS20 GPS UnitThe Leica GS20 PDM (professional Data Mapper) handheld GPS unit was a small GPS device that was included with the RTK GPS unit that was purchased for my LIDAR research project at the AGRG in 2003.

“The GS20 PDM combines the simplicity of a recreational GPS with the power and flexibility of a professional grade mapping system. Providing you with a true turn-key GPS mapping solution, the GS20 PDM is a GPS receiver, antenna, and data collector, all in an ergonomic handheld. With the GS20 PDM, powerful functionality doesn’t mean difficult to use. The menu-driven interface and graphical map display make it easy to learn so field crews can start collecting data right away.”

The unit itself was a well designed, quality built weather proof GPS instrument, (much similar to the Trimble one that we had), but did not get much use mainly due to the fact that we had plenty of GPS gear available most of the time and my project required the more accurate equipment. Some of the other research projects used these units most of the time.

The GS20 did not come with very good user guides so Jonathan and I created a brief user guide for the group. The user guide covers the basics needed to use the device for data collection, such as how to create a code list, importing way-points, downloading data etc.

Download our Leica GS20 PDM GPS User Guide

At the time there was not much material available online but since that time plenty of other guides have been created so I have included a few links to ones that we found useful.

http://www.ivaleon.ee/wp-content/pildid/Leica-GS20.pdf
http://www.navsys.no/wp-content/uploads/gs20_fieldguide_v1_1en.pdf
http://www.fs.fed.us/database/gps/gpsequip/documents/leicarev.pdf