CONCRETE FLOOD WALL
Floodwall is constructed where clearance would be too restricted
for levee construction. The floodwall is constructed of reinforced
concrete with a steel sheet pile cutoff.
There are two specific types of concrete floodwall, I-Wall and TWall.
Each type has several different designs to accommodate
different conditions. Concrete floodwall is constructed on-top
“sheet pilings” (pictured at left). T-Wall sheet piling was driven
through the soil down to bedrock.
The “T” type wall has an average height of 10 +/- feet above the
landside ground surface and is about 4,040 feet long. The “I”
type wall has an average height of about 9 +/- feet above the
landside ground surface and is about 8,060 feet long.
Construction of the floodwall began in 1947 and was completed in
1951.
I-Wall has 3 different design types and T-Wall,
7 design types. Floodwall is constructed as free
standing panels/monoliths approximately 25
feet in length.
There are approximately 500 panel sections
that make up the entire length of the floodwall.
The redline (left) indicates the approximate
ground surface on the landside. There are
about 10,000 linear feet of expansion joints
throughout the length of the floodwall.
The concrete wall was poured as a reinforced
cap over interlocking steel sheet piling. Sheet
pilings provide two critical functions in the
floodwall design; they support the concrete cap
that rises to an average height of 10 feet above
landside ground surface, and to block seepage

from the river to the landside. It is critical that the soil does not
become over saturated during an event. Once saturated, the
soils supporting a wall can quickly begin sliding, causing a
collapse.
In order to control saturation, a complex network of wall drains
was installed, landside, at the base of the wall. The wall drain is
a perforated piping system designed to intercept seepage and
channel it to pumping stations. The wall drain system extends
for more than 2 miles, parallel to the floodwall, at it’s base.
Wall “Type” Identification: Markings on the pilasters identify the
wall design type. Three vertical grooves indicate “T-Wall”, and
two grooves indicate “I-Wall (see drawing at right).