Coastal Flood Mapping Using
Customized GIS Layers
by Jeff Zanotti
National Flood Insurance Program
NFIP established in 1968
Community participation is
voluntary
Participation allows for chance
to buy federal flood insurance in
exchange for community
floodplain management
regulations
Buildings constructed in
compliance with NFIP standards
suffer around 80% less damage
annually
Over 350 communities in
Alabama participate
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Map Modernization
Majority of Flood Insurance Rate Maps (FIRMs) have become
outdated in Alabama
FEMA assumes primary ownership of creation of the new flood maps
with Alabama’s Office of Water Resources (OWR) being responsible
for the Alabama Flood Map Modernization Program
“The mission of the program is to make Alabama and its citizens less
vulnerable to the impact of flooding through statewide floodplain
management and provide local communities with the tools and
resources for managing, assessing and planning for development in
flood prone areas to reduce the loss of life and property”
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Coastal Issues
Storm surge plays an important
role in controlling flooding along
the coast
Unlike riverine flooding, coastal
flooding also takes into account
the impact of waves in
designated special flood hazard
areas
The impact of waves can be
affected by numerous variables:
sand dunes, barrier islands,
type of vegetation, buildings, etc
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AMEC Tool
AMEC created a tool that would efficiently and accurately take into
account those variables while modeling
Developed using VB.NET
Works as a toolbar within ESRI’s ArcGIS Desktop 9.3
Utilizes WHAFIS 4.0 and RUNUP 2.0 which are required to be
installed on the computer running the Coastal Tool
Requires a combination of customized GIS layers
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GIS Layers
Transects
Survey Points
PFD Crest
PFD Heel
Buildings
Vegetation
Surface DEM
Surge DEM
Over Water Fetch
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Transects
Polylines that run from the body
of water inland
Drawn from scratch in GIS by
engineers and water resource
specialists
Similar to cross sections in
riverine studies
Evenly spaced throughout the
entire study area
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Survey Points
Point survey data containing
ground elevation
Also can be coded for toe, peak,
and heel of dune
Points are taken along transects
This layer is optional dependent
upon the quality of the surface
DEM
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PFD Crest and PFD Heel
Polylines of the primary frontal
dune’s crest and heel
These will not always be used
as not all coastal areas have
dunes
Assist in profiling the level of
dune erosion and whether or
not that will affect wave impact
These lines can be constructed
using survey, obtained from
data of local gov’t, or made from
high resolution Lidar
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Buildings
Polygons of buildings digitized
from aerial imagery
Not individual buildings; groups
of buildings with similar
attributes (i.e. width, layout,
spacing, etc)
Calculations are made or
estimated (based on quality of
aerial and size of the structures)
to assess the “open space ratio”
of each polygon
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Buildings (continued)
Calculations involving row width
and building width are done in
GIS and reflective to properties
perpendicular to the coast line
Polygons must be a certain
length, dependent upon the
spacing of the transects in that
area
Google Street View and in field
data collection allowed for the
percentage of houses on stilts
to be taken into account
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Vegetation
Polygons representing areas of
similar vegetation type
These polygons were
determined by using a
combination of online datasets
from gov’t agencies, remote
sensing data, and aerial
photography
Data had to be put into a format
that WHAFIS could read
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Vegetation - Reclassification
Land use reclassification values
Marsh Vegetation
– Herbaceous Wetlands
Rigid Vegetation
– Deciduous Forest
– Evergreen Forest
– Mixed Forest
– Woody Wetland
– Shrubland
Other
– Agriculture
– Barren
– Urban
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Vegetation - GAP
GAP national land cover data
was used as a helpful tool in
reclassifying land use into
WHAFIS accepted values
Pixel resolution was too low to
be able to use in its current
Digitization had to be done to
make smoother polygons that
more effectively matched aerial
photography
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Vegetation - FIA
From WHAFIS model input parameters similar plant characteristics
included:
Drag coefficient
Mean wetted height
Mean effective diameter
Mean horizontal spacing
Spatial join with Forest Inventory and Analysis (FIA) data was
performed on the reclassified polygons to get a representation
average for each of the sub groups
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Vegetation – Marsh Grass
WHAFIS input model
incorporates information based
on marsh grass type
2 main marsh grass types on
the Alabama coast
Spartina alterniflora
Juncus roemerianus
A guiding shapefile was used
from the U.S. Fish & Wildlife
Service’s National Wetland
Inventory
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Vegetation – Marsh Grass (continued)
National Wetland Inventory’s
(NWI) habitat shapefile came
with various extraneous
polygons as well that had to be
weeded out
Areas associated with marsh
grass were determined by the
corresponding habit based on
Cowardin classification
NWI’s shapefile needed to be
reshaped to match up with
aerial photography
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Surface DEM
Digital Elevation Model depicting the topography of the study area
The better the DEM the more accurate the model will be
AMEC obtained local Lidar as well as detailed coastline Lidar from
NOAA’s Digital Coast website
There was a concern of edge matching the DEM and Finite Mesh
Development for storm surge modeling by FEMA and the Northwest
Florida Water Management District
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Surge DEM
Raster DEMs
10 year surge
100 year surge with wave setup
100 year surge without wave
setup
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Over Water Fetch
Fetch is area of open water over
which wind can blow (i.e.
sounds, oceans, bays, etc)
Transfer of energy from the
wind to the water caused by
frictional drag
Larger the fetch the bigger the
waves that can be generated by
the wind
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Data QA/QC
Field visits were made to select
transects for data verification
Data and photos were recorded
from these locations using a
smart phone application
Many transect locations
required coordination with other
local and state agencies in
order to record field data
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Advantages of Smart Phone App
Data is uploaded immediately to server
No need to unload and then sort through large amounts of data once
returning from the field
Data can be used instantaneously
If the phone is damaged or broken the data is not lost
Less equipment needed out in the field
Can be more efficient
Can go more places
Utilizes a variety of tools normally inaccessible out in the field
Data is uniform regardless of who is sent out in the field
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Coastal Inspection Data Entry
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Coastal Inspection Data Entry/Viewing
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Ready to Run the Coastal Tool
Data is formatted and compiled, now we are ready to run the Coastal
Tool
9 steps to the tool
Tool guides you step by step
Some of the 9 steps are optional dependent on the study area
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Step 1
Create Transect Database(s)
Sets up individual databases for
each transect
Requires Surface and Transects
shapefile
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Step 2
Integrate Survey
Optional step
Set Search Radius for distance
from transects
Requires Survey Points
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Step 3
Dune Erosion
User chooses method of erosion:
Retreat or Removal
Step is dependent on the
presence of dunes in the study
area
Requires PFD Crest, PFD Heel,
and Surge DEMs
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Step 3 (continued)
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Step 4
Populate Transect Nodes
This step utilizes the most
customized GIS layers
Loads layer data into transect
databases
Requires vegetation, buildings,
over water fetch, PFD Crest, and
Surge DEM layers
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Step 5
Generate WHAFIS Input
Transforms data into a WHAFIS
models
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Step 6
Run WHAFIS
WHAFIS input and output files
are placed in the transect
databases
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Step 7
Generate RUNUP Input
Creates RUNUP model
User chooses a roughness
coefficient
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Step 8
Run RUNUP Models
Puts outputs into transect
databases
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Step 9
Generate Summary Transects
Integrates all the previous
modeling steps to generate a
summary of all relevant locations
along each transect
This step analyzes where to
determine zone breaks for
mapping
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Questions?
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