CAD/GIS tools
help community improve flood preparation
Kevin P. Corbley
Principal, Corbley
Communications Inc.
A generation of
residents in West Jefferson Parish, Louisiana, grew up taking for granted the
canals and levees built to protect them from floodwaters following hurricanes.
But in 1998, Tropical Storm Frances struck land 300 miles away and doused their
false sense of security.
Although it was
rated only as a 25-year event, Frances hit Houston, Texas, with enough force to
send a storm surge across the Gulf of Mexico and into the Mississippi
watershed. Rising waters spilled over the levees and into the streets on both
sides of the Harvey Canal, which splits the parish.
Damage was
minimal, but the point was madeWest Jefferson Parish was not safe from
flooding. And worse yet, parish officials asked themselves what would happen if
a storm hit head-on.
The last big
storm to hit was Hurricane Betsy in 1965, and it came when the canal was at low
water, said Chip Cahill, President of the West Jefferson Levee District
(WJLD). There was no flooding, and people seemed to think we were immune.
WJLD is
responsible for maintaining 80 miles of levees on the Mississippi West Bank and
had tried to convince residents since 1980 that the Harvey levees were not
sufficient protection. No one listeneduntil Frances drove home WJLDs point.
With the support
of the Army Corps of Engineers and a suddenly interested public, the levee
district hired Professional Engineering Consultants (PEC) of Biloxi,
Mississippi, to survey the canal and build a GIS. This system would have two
purposes: first, to determine how the levee structures could be improved, and
second, to manage the canal under both normal and emergency situations.
In developing
the system, PEC utilized GPS field survey and mapping techniques to gather raw
data that were used to create storm surge models in CAD-based civil engineering
software. These results were then imported to the GIS for display and
integration with other data layers necessary for remediation and management.
West Jefferson
Parish is located southwest of New Orleans and straddles the Mississippi. The
Harvey Canal, a man-made channel containing a section of the Gulf Intercoastal
Waterway, borders the parish for 11 miles. Levees line both sides of the canal.
Even before
mapping with GPS, the problem with the canal was obvious. The south half of the
west side levee was a continuous structure built to Army Corps specifications
in 1991. But the remainder of the levees was a hodgepodge of wooden bulkheads,
cement sea walls, consolidated earthworks and even a derelict barge.
Responsibility for maintaining the structure lies with the property owner, and
many had not kept the containments up to specifications.
Our CAD models
ultimately showed the parish would fill like a bowl if the Harvey levees were
significantly breached, said Dan Heiken, PEC President.
Equipped with
Sokkia GPS receivers, the PEC crew surveyed X and Y coordinates for the
centerline of each levee section as well as Z values for high and low point
elevations. These GPS units allowed the surveyors to enter codes that
differentiated sets of points defining each specific structure. For example,
one group of points might belong to a cement bulkhead while the next set
identifies a section of sea wall.
After the field
work was completed, the GPS points were uploaded into FieldWorks, a mapping
software package developed by Intergraph Inc. (Huntsville, Alabama) to run on
top of CAD systems. FieldWorks takes the GPS points and essentially connects
the dots to build a CAD line map of the surveyed area.
The survey
revealed that there are 137 separate sections comprising the east side levee.
As expected, many gapsor low pointswere found in the structure. Otherwise,
levee height ranged from three to six feet above the water level.
Once the line
map of the levee system was built, PEC technicians transferred the file to
InRoads, another CAD-based Intergraph product developed for highway design, but
used for a variety of civil engineering modeling functions. InRoads enabled the
technicians to display and analyze the levee structures in a three-dimensional
CAD view.
The Louisiana
Department of Transportation supplied us with InRoads files of the road
networks behind the levees, and we got some digital USGS quad maps showing the
layout of the parish, said Heiken. So, we had a pretty good representation of
the whole area in three dimensions.
Still working in
InRoads, the technicians built vertical alignments, which essentially were
digital elevation models of the levee structures. Next, PEC obtained storm
surge height information from the Army Corps of Engineers. These estimated the
heights above sea level water in the Harvey Canal would reach under 25-, 50-
and 100-year flood conditions.
We modeled the
impacts of each flood event with InRoads by simply creating a profile for each
storm surge and combining it with our levee alignments, said Heiken. It
showed the exact spots on the levee that would be breached in different flood
scenarios.
A stunning 106
out of 137 sections did not meet Corps height requirements. Not only would the
levees allow water through, the model revealed there was little in the way of
raised roads or other topography in the back-levee area to stop the water from
sweeping all the way across West Jefferson Parish, home to 200,000 people.
CAD served as
the link between the civil engineering modeling software and the GIS, said
Heiken. The next step was to integrate the CAD and GIS so we could examine the
modeling results within the context of other information.
The technicians
imported the CAD files into Intergraphs GeoMedia GIS development environment.
The levee maps, flood models, and road files became the spatial data elements
in the GIS. With assistance from WJLD, PEC gathered other important non-spatial
information, such as parcel layers, ownership records, ground photographs, and
notes on levee building materials.
The primary
strength of the GeoMedia software is that it allows all data sets, whether
spatial or not, to remain in their native formats without requiring conversion
or migration to a single database. This was especially important in this case
because parcel data was in ArcView shape files, an older levee survey was in an
NAD 27 map projection, and air photos were in GeoTiFF files. Tabular data was
kept in numerous different database files.
Developing the
GIS involved linking the spatial data to the other information so they could be
analyzed together. The first function of the new GIS was to identify which
properties and ownership records coincided with each insufficient levee
sections.
WJLD sent
letters along with GIS-generated diagrams to each owner explaining the dangers
and the remediation alternatives. District officials imported GIS modeling
displays directly into Microsoft PowerPoint to give presentations at public
gatherings.
We met with the
owners to present the findings and discuss the options, said WJLDs Cahill.
The GIS was very convincing; most property owners rolled up their sleeves and
got to work on repairs.
In the event of
an emergency, such as a levee breach, the GIS will be accessed by WJLD staffers
to find the problem point on the map and determine what danger it presents to
life or property. By clicking on the levee section to access database
information, they can learn what materials comprise that section, and they can
even access InRoads calculations of how much material would be required to fill
the breach.
As a result of
the CAD modeling and GIS displays, state and federal officials have pledged
more than $40 million to make additional improvements to the Harvey Canal levee
structure.
For more information, contact Kevin
Corbley at (303) 979-3232 or kcorbley@aol.com.