Geoprocessing
tool to model beach erosion due to storms: application to Faro beach
(Portugal).
By: ALMEIDA, L.P., FERREIRA, Ó. And TABORDA, R.
URL:
https://hostsited2l.uwf.edu/content/enforced/998343-50402GIS5103201705/SupplementalReadings/PotentialsForPeerReview/Almeida_et_al_2011.pdf?_&d2lSessionVal=toxLBNl0eaL1nMS7E8yhUvnlj&ou=998343
This
article discusses the application of GIS programming on creating a
geoprocessing tool called GEOSTORM which models beach erosions caused by
coastal storms. GEOSTORM was applied to a case study onto Faro Beach, Portugal.
The tool cuts down on the amount of processes taken to get a model
representation of the beach erosion. GEOSTORM is comprised of two modules that
are connected to graphical user interface (GUI).
The
first module of this geoprocessing tool is preparation of transect. This module
allow the users to create a group of cross-shore transects with uniform lateral
spacing along the coastal area of interest. The inputs that are needed before
using the Module 1 are a digital terrain model (DTM) and a baseline shapefile.
Python was used to create this module by using the scripts as executable files
which can be brought forth from the VBA code when the GUI pushbutton objects
are acted upon. The by-product of this module are XYZ coordinates for each
transect (Almeida et al. 2011:1831).
The
second module uses this XYZ coordinates to give a profile erosion estimation of
each transect by applying the Kriebel and Dean storm erosion convolution model.
The by-products of this module are the retreat line and the eroded volume.
Kriebel and Dean model allows the determination of maximum retreat and eroded
volume for four types of schematic beach profiles (Almeida et al. 2011:1831). Another
programming software was used to help connect Module 1 to Module 2 and this
software is called Matlab GUI. Matlab GUI was used as a boundary line between
Kriebel and Dean model and the user. The beach profiles that were created by
Module 1 are utilized by the Matlab GUI. This data is utilized by the user to set the
hydrodynamic conditions. Once the conditions are set, the simulation will start
but the user has to continuously input some morphological parameters to help define
the profile type. The final results of the second module are converted into
ASCII files which are then converted into a shapefile using Python and finally
imported to ArcMap using VBA (Almeida et al. 2011:1831-1832).
GEOSTORM
was applied to the case study area of Faro Beach, Portugal using a storm with a
25 year wave characteristics return period in the application. The results of
GEOSTORM show that there is not enough protection from erosion due to predicted
output of the beach coastline morphology. The lack of protection means that the
storm’s erosion impact will affect areas where humans occupy such as houses,
roads, parking and seawalls (Almeida et al. 2011:1832-1834).
Overall
this article was very straight to the point on how this new geoprocessing tool
can be used for real life issues many coastal communities face after a storm
passes through thus causing the coastline to eroded. The article was well
written and was easily understandable for a person who just began learn about
GIS and applications of programming. The only weakness that was found in this
article was that it did not elaborate enough about Matlab which I would have
like to learn more about.
L.P. Almeida, Ó. F. (2011). Geoprocessing
tool to model beach erosion due to storms: application to. Journal of Coastal
Research, 1830-1834.
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