Tuesday, November 22, 2016

Lab 7 - Flood Inundation Modeling

GOAL AND BACKGROUND

The goal of this lab was to learn to use ArcScene to create a flood inundation model for the Eau Claire area.


METHODS

First, using ArcMap, breaklines were created and enforced for water bodies. A DTM image with flattened water was then created. These were brought into ArcScene. An animation was created by raising the water level by 5 feet per frame to simulate the rise in water level due to flooding. The model had to be adjusted using breaklines to ensure that the flooding begins from the river.


RESULTS

The final animation that was created is shown below.




SOURCES




Data obtained from Cyril Wilson for use in 358 LiDAR course.

Thursday, November 17, 2016

Lab 6 - Topo-bathy Applications

GOAL AND BACKGROUND

The goal of this lab was to get experience working with topo-bathy lidar data.


METHODS

First, the data underwent some light QA/QC as some ground points were not well classified. After this was corrected, a shoreline breakline was created in ArcMap. This was then conflated. Next, a breakline was made of the unsubmerged topographical area.

Lastly, a DTM image was exported using the LAS data and the breaklines that were just created.


RESULTS

The image below shows the shoreline breakline that was created and conflated.



The image below shows the breakline that was created for the unsubmerged area.



The next images show the DTM image, followed by the hillshade image that was created.





SOURCES



Data obtained from Cyril Wilson for use in 358 LiDAR course.

Monday, November 7, 2016

Lab 5 - Breakline Creation, Conflation, and Enforcement

GOAL AND BACKGROUND

The goal of this lab was to learn how to create breaklines within ArcMap using LAS data, to use conflation to constrain downward slopes in rivers, and to enforce breaklines for hydro-flattening of water bodies.


METHODS

The LP360 extension in ArcMap was used for breakline creation. LiDAR data for Eau Claire was used for this section. First, the LAS data was added to ArcMap and displayed using the TIN surface. A ground filter was used to only display ground points. This was necessary so the edges of the river bank were shown instead of vegetation. First, the outline of the river was created, followed by a centerline of the river used to ensure a downward slope.

These shapefiles were brought into LP360. The breakline for the outline of the river was enforced. Then, the river-flattening tool was run, using the river bank shapefile and the river centerline shapefile.

Hydro-flattening was also performed on the Lake County data that the previous labs have used. There was no need to create breaklines for this as they were given, and no rivers in the data meant simpler hydro-flattening could be used. The breaklines were enforced and DTM and contour images were created.



RESULTS

Shown below is the final product in the creation of the centerline and riverbank shapefiles for the Eau Claire data.


Shown below is part of the table showing the constrained Z values along the centerline. The M value is how much the Z was adjusted to keep the river continuously downstream.


Shown below is the final result of the hydro-flattening in the Eau Claire data. Changes in elevation along the river are continuously downward as it flows downstream.




Next, the result from hydro-flattening in the Lake County data is shown. The simple ponds were flattened to be a single elevation.



A contour map of a section of the Lake County data was also created, shown below. It is overlaid on the NAIP imagery of the area.





SOURCES



Data obtained from Cyril Wilson for use in 358 LiDAR course.